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HomeMy WebLinkAboutPermit D07-418 - WESTFIELD SOUTHCENTER MALL - JOEY'S GRILL - TENANT IMPROVEMENTJOEY'S GRILL 758 SOUTHCENTER MALL D07 -418 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D07 -418 Occupant/Tenant: JOEY'S GRILL Building Address: 758 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Use: RESTAURANT Occupancy Group/Division: A2 Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 236 Zale DA THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 758 SOUTHCENTER MALL TUICW Suite No: Tenant: Name: JOEY'S GRILL Address: 758 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: Contact Person: Name: DENIS TURCO Address: 780 BEATTY ST, STE 277 , VANCOUVER BC CANADA V6B2M1 Phone: 604 320 -0881 Contractor: Name: J R ABBOT CONSTRUCTION, INC. Address: PO BOX 84048 , SEATTLE WA 98124 Phone: 206 467 -8500 Contractor License No: JRABBCIO22JZ Cityf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -418 Issue Date: 02/21/2008 Permit Expires On: 08/19/2008 Expiration Date: 03/01/2008 DESCRIPTION OF WORK: TENANT IMPROVEMENT: NEW RESTAURANT INTERIORS AND EXTERIOR PATIO AND CANOPY WITH SOME EXTERIOR FINISH Value of Construction: 2,000,000.00 Fees Collected: $18,271.52 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0003 doc: IBC-10/06 D07 -418 Printed: 02 -21 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: Print Name: Nci-eZ) City a,iTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 - 3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N UJ� Permit Number: D07 -418 Issue Date: 02/21/2008 Permit Expires On: 08/19/2008 Date: S I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or th performance of work. I am authorized to sign and obtain this development permit. Signature: ft .. Date: 2- ( J This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC-10 /06 D07 -418 Printed: 02 -21 -2008 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Parcel No.: 6364200010 Permit Number: D07 -418 Address: 758 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 11/13/2007 Tenant: JOEY'S GRILL Issue Date: 02/21/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 9: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 10: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, N, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 11: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 12: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 13: All food preparation establishments must have Seattle/King County Department of Public Health sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection shall be made by calling Seattle/King County Department of Public Health, (206/296- 4928), at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by the agency on the job site. 14: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification doc: Cond -10/06 007 -418 Printed: 02 -21 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 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: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 17: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 18: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 19: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 20: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 21: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 22: ** *FIRE DEPARTMENT CONDITIONS * ** 23: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 24: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 25: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 26: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 27: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 28: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the doc: Cond -10/06 D07 -418 Printed: 02 -21 -2008 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us inspection tag is not completed, a reputable fue extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4-4) 29: Portable fire extinguishers shall be provided within a '30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class S rated portable extinguisher. (IFC 904.11.5) 30: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire- extinguishing system installed in accordance with this code. (1PC 610.2, IFC 904.2.1 and IFC 904.11) Automatic fire- extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) 31: All new automatic fire- extinguishing systems and all modifications to existing automatic fire- extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 32: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 33: Each door in a means of egress from an occupancy of Group A or E having an occupant load of 50 or more and any Group H occupancy shall not be provided with latch or lock unless it is panic hardware or fire exit panic hardware on rated fire doors. (IFC 1008.1.9) 34: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 35: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 36: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (1PC 1011.1) 37: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 38: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 39: Every room or space that is an assembly occupancy shall have the occupancy load of the room or space posted in a conspicuous place, near the main exit or exit access doorway from the room or space. Posted signs shall be of an approved legible permanent design and shall be maintained by the owner or authorized agent. (IFC 1004.3) 40: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's D07 -418 Printed: 02 -21 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 41: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 42: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 43: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 44: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 45: Local U.L. central station supervision is required. (City Ordinance #2051) 46: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 47: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 48: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 49: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 50: In occupancies of Groups A, E, I and R -1 and dormitories in Group R -2, curtains, draperies, hangings and other decorative materials suspended from walls or ceilings shall be flame resistant in accordance with NFPA 701 or be noncombustible. Where required to be flame resistant, decorative materials shall be tested by an approved agency and pass Test 1, as described in NFPA 701, or such materials shall be noncombustible. Reports of test results shall be prepared in accordance with NFPA 701 and furnished to the fire code official upon request. (IFC 805.1, 805.2) 51: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 52: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 53: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 54: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 55: Proposed planters will be planted with a mix of evergreen vines that utilize the trellis, with a plants that provide fullness with plants that provide seasonal color as desired by the tenant. 56: 30 inch round planters will be placed at patio columns doc: Cond -10/06 007 -418 Printed: 02 - 21 - 2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: Date: 2- -Ik / 0 t doc: Cond -10/06 D07 -418 Printed: 02 -21 -2008 a► Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www. ci. tukwila. wa. us SITE LOCATION VTOL King Co Assessor's Tax No.: W Q G Site Address: 633 SOUTttt - FINTIGWOM , 1 WAt Suite Number: — Floor: (? OUNp Tenant Name: 5 50 New Tenant: M Yes ❑ ..No Property Owners Name: W 6 W' cAproveikricv Mailing Address: 2( — Z16 F 7 . 1 Z MCOkriP'iM iT . uts rtUt? Co stA 51�ZTE 211, 780 6e7<rry sec. \ MJC UVE- City State Contact Person: 'b'Ir't "Wt**' / e f PCM-Ar Day Telephone: 604. 32.0. Oboi . E -Mail Address: Turco dtct •c- / Oa P1tvL @ dfad t C.A. Fax Number: 604. 320. 087 Q:Upplications \Forms - Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Permit No. Mechanical Permit No. I� Plumbing/Gas Permit No. Public Works Permit No. Project No. pi- Ile (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** ,C0 V3I 4iFz: Ceakti State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: De 1415 1U 7 +lam' ► (am& ''Day Telephone: 604. 32.0. 0881 . Mailing Address:. SUITE 2I 780 17, 1 VP*JCOOV GCc_ $C., V 6 . 5 2111 C t)ft __!! City State Zip E -Mail Address: 0 a Y\tQS. @ vltC I .ca ' Fax Number: 604. • 520.0S7) • GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: j. CZ. A &EOTr CAN �T CTtoo IN Mailing Address: 3612 Pct R t'O T IMAM son sesaite WA 98 134 �,�A I /3617 y ,� v ��,n C States Zip Contact Person: ArMV . J SS r.4 'P or /C may Telephone: 2. 4 1 • E -Mail Address: andy #t'0.61011 /,eo 5@ J r'I t'�D Number: 206 .441 •18e Contractor Registration Number: -3 PACE Ci 07.2 Expiration Date: 03101 /Zpe e, ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record V,B 21-it CP4 J P% Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: CAP/ v 'j N acCOMPG • Mailing Address: ( 0 600 we silk ST � SV ITE 8O0 BaLE3JU Inr�t ` 80O4 _ 4551 City State Zip Contact Person: T V etR- SA ROO Day Telephone: 425. 55. - E- Mail Address: tanveers Gt-C'S. Corn Fax Number: 425.4 . 20S1 Page 1 of 6 r. BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ Z d �V Existing Building Valuation: $ 1 4A Scope of Work (please provide detailed information): labPNT I M1e-4 T Nay eS - 10 u'O.s - t - Y 1 ior- rAil o iCd CX repi ‘u .1t • Will there be new rack storage? ❑ Yes 14/'f • N . No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: t A . Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) � For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZA RDOUS MATERIALS: (1 Sprinklers LE Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes [!} No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: ApplicationsWorns- Applications On LineU -2006 • Permit Application.doc Revised: 9 - 2006 bb Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 71 I) 13 A -Z Asiei E r Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck r. BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ Z d �V Existing Building Valuation: $ 1 4A Scope of Work (please provide detailed information): labPNT I M1e-4 T Nay eS - 10 u'O.s - t - Y 1 ior- rAil o iCd CX repi ‘u .1t • Will there be new rack storage? ❑ Yes 14/'f • N . No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: t A . Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) � For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZA RDOUS MATERIALS: (1 Sprinklers LE Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes [!} No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: ApplicationsWorns- Applications On LineU -2006 • Permit Application.doc Revised: 9 - 2006 bb Page 2 of 6 NOV -05 -2007 15:05 4idey's Medgrill PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases. a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fec schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Buildine and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). plum bine Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Unifoml Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER / 2013JZED AG Signature: ��— � Print Name: Mailing Address: •1 if ..•.r Date Application Accepted: Date Application Expires: (5 Statfinitials/ — j41>E llF�aE- Q:MpplicatiensWorms- Applications On Linel3 -2006. Permit AppficaWn.doe Revised 9.20(6 bh Ci 604 939 3953 P.01 /01 Date: Aid 6> Q Day Telephone: bit e y) 95 9 - 3 93 e. State Zip Page 6 of 6 TOTAL P.01 Z 1 � Receipt No.: R08 -01506 Initials: JEM User ID: 1165 Payee: JED BICKFORD ACCOUNT ITEM LIST: Description doc: Receiot -06 PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Payment Cash 58.00 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Parcel No.: 6364200010 Permit Number: D07 -418 Address: 758 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 11/13/2007 Applicant: JOEY'S GRILL Issue Date: 02/21/2008 Account Code Current Pmts 000/345.830 58.00 Total: $58.00 Payment Amount: $58.00 Payment Date: 05/06/2008 04:24 PM Balance: $0.00 2072 05/07 9711 TOTAL 58.00 Printed: 05-06 -2008 Parcel No.: 6364200010 Permit Number: D07 -418 Address: 758 SOUTHCENTER MALL TUICW Status: APPROVED Suite No: Applied Date: 11/13/2007 Applicant: JOEY'S GRILL Issue Date: Receipt No.: R08 -00494 Initials: WER Payment Date: 02/21/2008 01:55 PM User ID: 1655 Balance: $0.00 Payee: J R ABBOTT TRANSACTION LIST: Type Method Description Payment Check 412853 11,217.08 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT Payment Amount: $11,217.08 Amount 10,852.98 359.60 4.50 Total: $11,217.08 8909 02/21 9710 TOTAL 11217.08 doc: Receiot -06 Printed: 02 -21 -2008 Parcel No.: Address: Suite No: Applicant: Receipt No.: R07 -02479 Initials: JEM User ID: 1165 Payee: TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description Account Code doc: Receipt -06 2623049023 633 SOUTHCENTER MALL TUKW JOEY'S RESTAURANT JED M. BICKFORD Payment Check 8911 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www. ci. tukwila. wa. us PLAN CHECK - NONRES 000/345.830 RECEIPT Payment Date: Balance: Amount 7,054.44 Current Pmts 7,054.44 Total: $7,054.44 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $7,054.44 D07 -418 PENDING 11/13/2007 11/13/2007 04:26 PM $10,857.48 4981 11/14 9710 TOTAL 7054.44 Printed: 11 -13 -2007 Project:_ -.-- ,)o el 1S Type of Inspection: . Fi ne Address - "fed/ Date Called: Special Instructions: Date Wanted: 7 Requester: Phone No: `/ S 6 /15 - 6 57,2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 S outhcenter Blvd., #100, Tukwila, WA 98188 Do)- yie PERMIT NO. (206)431 -3670 ® Approved per applicable codes. Corrections required prior to approval. COMMENTS: alI P <r.,1Is Cc,r-I 1 -^,4- r:6-(ed to ,, OIC to Q ri-1/ 'Inspector: rate: J $60.00'PEINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Protect: , / tj 2' (i /' Type of Inspection / r,-1 uc t Address: Date Called: Special Instructions: Date Wanted: 7- 3 -or a.m. . Requester: Phone No: as INSPECTION NO. INSPECTION RECORD Retain a copy with permit po? gas PERMIT NO. CITY OF TUKWILA BUILDING DIVISION fit. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: 7o S t?ck /41G JF f :. 1 0S / h r- rOCcvi2An Approved per applicable codes. (Inspector: Corrections required prior to approval. Date: n $60.00 Rf.'(f(SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: j y 5 6-e :/I Type of Inspe 614 rhAt Address: ' 75 C Date Called: Special Instructions: Date Wanted: 7 ^ G Requester: Phone Not Q6 ,a 3 fl 2l INSPECTION RECORD Retain a copy with permit DQ7—LIc PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 'orrections required prior to approval. COMMENTS: a:U Pi1tJ ruus11 be (-Ow o 49 pio �fo Tc 1a 415 i;'0 e f /.�/4 . /NS l4) (Inspector: 'Date: ?/3/0 0 $60 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project y� ACS le/atA r n: Type of Inspection: sp ,A;,4 eloeds Address: 7 Yh Date Called: Special Instructions: Date Wanted: 6--17 -C)& p.m. Requester: Phone No: IN SPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. Corrections required prior to approval. COMMENTS: ,Jo ri ; S i. / L e. *✓ � rrSFi s4F TSST L 46 O 4rbl 6-3-06 lnsp ; tor: Date:_ 17 J 58.00 REINSPE ON FED REQUIRED. Prior to inspection, fee must be pyrid at 6300 South nter Blvd.. Suite 100. Call the schedule reinspection. Recipt No.: 'Date: INSPECTION RECORD Retain a copy with permit flo7 -y�� PERMIT NO. (206)431 -3670 Proje / Type of Inspection: // Address: ` 7.-se� Date Called: — - Speaal Instructions: Date Wanted: D � a m . Req ster: Phone No: INSPECTION RECORD Retain a copy with permit 27 - 9 & INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1` (206)431 -3670 C FI - Approved per applicable codes. Corrections required prior to approval. 'L COMMENTS: Kspec MI A �� ,A Date / C REINSP ' CTION FE REQUIRED nor to inspection, fee must be •ai • at 6300 Southcente lvd.. Suite 00. Call the schedule reinspection. (Re'ei -t No.: I ( 'Date: Project , �Gr/%f L 4ZiN , d Type of In ection: Addr �� / Date Called: Special Instructions: Date Wanted: � a [4-' - © lam a. .m. Requester: „206-1-5/-- 04-7 S INSPECTION RECORD �/ Retain a copy with permit 1V7 I INSPECTI +N NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 1 '` - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 DG,I Approved per applicable codes. Corrections required prior to approval. COMMENTS: I pecZpr: S � ...c 1Ccr Date: - '' — © C7 .00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suitt 100. Call the schedule reinspection. 'Receipt No.: !Date: Proj c oeg L , 6 *II Type of Inspection: SLIS PEN pc'DC IU D Ade,s;„ c l r ' 1 Date Called: Special Instructions: Date Wanted: a. m p.m. w "r D Requester: Phone N : . (v Z5) — 0675 20 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Nn-L-11 PERMIT NO. L (206)431 -3670 %Approved per applicable codes. Corrections required prior to approval. COMMENTS: Date CO /c /D S58. INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: ��e.cw Pr\ 7Y )7' C-- �tj I/ Type of Inspection: /'-✓� r /r.N K., Addres • d /21/9_ / Date Called: Special Instructions: " Date ted --. ,.....0 40 rn . Requester: Phone No , z -- 7 S [ 66. /9 INSPECTION RECORD Retain a copy with permit 1) INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: Pa A(,to ra0 lN O,E' Approved per applicable codes. El Corrections required prior to approval. ❑s58 INSPECTION FEE REQUIRED. Prior to inspection, fee must be pai • at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Proje Type of Inspfcttion: t Address: 7 /1'1-9 Date Called: Special Instructions: _ � Date Wanted: _ Requester: Phone No • 251 -0 6 7 5 l5 INSPECTION RECORD /,^ Retain a copy with permit [.Cl7- we INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r-; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: fizi- (Inspector: (Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Proje Type of Inspection: Address: 7 S 8 m A9 /1 Date Called: Special Instructions: Date Wanted: 5_S Requester: Phone No: ■ 4 - 75 / —067 / 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ej Approved per applicable codes. Corrections required prior to approval. COMMENTS: �/� i Imo+. () /V , (1r/ e sfn,7 00 REINSPECTION F E REQUIREb. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 1 Receipt No.: Date: COMMENTS: Type of Inspection: r lh, Address: 751 S,N.ii‘ed.-ic,- fi.1 i / / tt,i'M r oo ir-4•eht" -to clA 61,55 R/cy - cer li ',44 a 1 L- 7 e?„,, f /4,/j 60../ Phone No: , A 0_0G/2V-0677 fki4) e 5/-0/3 2t Project: 0 6y.• II Type of Inspection: r lh, Address: 751 S,N.ii‘ed.-ic,- fi.1 i Date Called: Special Instructions: Date Wanted: 5 - c 7 g ' a.m. Requester: Phone No: , A 0_0G/2V-0677 ID Approved per applicable codes. P '1 'b - INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION [g. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Corrections required prior to approval. Date: 3 $58.00EINSPECTIoN FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: i Pro "eQSt� &f , t Type of Inspection: (1J f4 l ( .1i�4 (A4Ik ) Addr_e — 1S OA 4 t( Date Called: Special Instructions: a Date Wanted: �p te a..m om . . 2-C - O i C am T . Requester: Phone6 -'2 -5 - 1 — 067S t 5 INSPECTION RECORD Retain a copy with permit t)07-41 (, INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ® Approved per applicable codes. Corrections required prior to approval. COMMENTS: " 40'4 £, 5,, I� tr7 , (9h 'Inspector: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Date: COMMENTS: el .., Type of Inspection: U.)rs 11.IMs. p>l„r , t• . t ... , 1 i. ,. Ft.,–, /3 L,'Kc. — 17 4V: Address - 'l5 g MAll Date Called: Special Instructions: t Not- :I r t pxic.(o- as II 0 „a 6,45 G,,04 %.✓441,.. K p 4 T roper- uetdi re f I a f I' vA - ArFed -Ia t,.r.. I :5 f2 /3c orr• cy( ''tid we fi Proje ; � C r � Cy r ; � '! ► Type of Inspection: U.)rs 11.IMs. Address - 'l5 g MAll Date Called: Special Instructions: Date Wanted: LI _2 —° a.m. Requester: Phone No: c900 - 2,s1 -0 675 0d /6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. Inspector: Q . Date: 1 —J— 25;'K $58.00 REINSPECTION FEE REQUIRED. Prior to insp Lion. fee must be edule reinspection. paid at 6300 Southcenter Blvd.. Suite 100. Call the (Receipt No.: 'Date: Project: Type of Infection: • /...-W 414//t/ 6 Address: Date Called: Special Instructions: Date t . . - - , 3 -Ue Requester: Phone No: /3 o yo INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: (J 4 Date: I f — 2 $; 00 REINSPECTION REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: b Project / Type of ITM 6 Address: i Date Called: Special Instructions: Date yVan f J �� a.m. Requester: No: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION f C / ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ei Approved per applicable codes. INSPECTION NO. COMMENTS: \ A Pr► M I fur yy■ Rece1D o.: A AA/l7 -.. 0 REINSPECTION FEE R E1 at 6300 Southcenter Blvd.. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. C UIRED. Prio S uite 100. C� Date: 'Date: Do 7 -!-( to inspection, fee must be (the schedule reinspection. • Pro t / a rc cs 6-77/ Type of Inspection: /-77_19/?1/41/4. A dress• � S05/11/4/44 NV/ Date Called: Special Instructions: Date Wanted: L/-- /G `dr-e7 p.m. Requester: Phone -2s1 -06-75 CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206 431 -3670 El Approved per applicable codes. COMMENTS: n specto P, A INSPECTION RECORD Retain a copy with permit El Corrections required prior to approval. / ( /, t/ - 1;9 0? 7 P )4✓ /d/J //?s7 471/66 /i ?i/V I — � ,���• �� 2 D a ?A') / !C■ a / .00 REINSPECTION EE R UIRED. Prior to inspection, fee must be Id at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. eipt No.: 'Date: 3 PERMIT NO. i . a Projey / OF cis (9)-/ / Inspection: Type of 441 r- o iv 6, Ad ss: - 7 5 /'°' it■i A- ii Date Called: Special Instructions: Date Wanted: L-I- 1 - 0 8 alb Requester: Phone No: Do7-0 /6 INSPCTTN NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Southcenter Blvd., #100, Tukwila, WA 98188 (2 06)43 1 -3670 INSPECTION RECORD Retain a copy with permit El Approved per applicable codes. t a% Corrections required prior to approval. COMMENTS: p/q57 MO? A - 1 totAill ( ry») RAT i-1 D o 4ppidlie() 11Q 1 u- /11 Lid < S 4acer / Inspe Daz .00 REINSPECTION REQUIRE'. Prior to inspection, fee must be d at 6300 Southcenter lvd.. Suite 00. Call the schedule reinspection. Re pt No.: 'Date: COMMENTS: �, 4 :./ ,� ion --,oG io7 _mg 409 -40 r rt,/ /z / ,3" //5, //6, -/i7 Jf1l /s f'2 ,911, - / fi rJ Ri .//1 /72 i9/7///t7 I Date Called: A es �DJ li / / /�� /� - Special Instructions: Date ytec4, —D .m. Requester: Phone No .2 - ZS / - Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECT 7N NO. CITY OF TUKWILA BUILDING DIVISION le 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - El Corrections required prior to approval. PERMIT Dat : REINSPECTION FEE REQUIRE . Prior to inspection, fee must be pa' ' at 6300 Southcenter Blvd.. Suit 100. Call the schedule reinspection. 'Date: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECT 7N NO. CITY OF TUKWILA BUILDING DIVISION le 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - El Corrections required prior to approval. PERMIT Dat : REINSPECTION FEE REQUIRE . Prior to inspection, fee must be pa' ' at 6300 Southcenter Blvd.. Suit 100. Call the schedule reinspection. 'Date: Project: / Type of Inspection: r, i Addre s• 75 5 /Ape, , /7i,, /( Date Called: Special Instructions: Date anted: J - 2 5-0 p.m. Requester: Phone No: ,2o6 -25 C 5 INSPECTION RECORD Retain a copy with permit ..6d y /eI INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION sr , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206431- D Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 7 is 7 r /c4-r .00 REINSPECTION FEE A to inspection, fee must be id at 6300 Southcenter Blvli.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Projec . • e. j 4 7( Type of Inspection: r k 444 7/i/ 6 Ad ss: Date Called: Special Instructions: Date Wanted; ' 3 /2- ert Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Soutbeenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. COMMENTS: 7 i S - 7,24-in / it/G at( e-ii. y /6 -i-- it...--,#,6,1 /77 , Ph 4-nirg .9-45h 6t I pect 'Receipt No.: .00 REINSPECTION F REQUIR . Prior to inspection. fee must be id at 6300 Southcenter vd.. Sui 100. Call the schedule reinspection. Date: Date: 6 Corrections required prior to approval. l COMMENTS: - _ - , c , 47p p wa ?I 41,1/5 M g -(0 b d) en v 1, v /c S -- R c - 5 4(.:1_771:::) A/5 (717iItt-IAAel 4/6 77 . ' X/.4, /3 4 r ef ,7,,e74.1 1_74,0,474,4) (" 5, of% / ,. s -- - t i 4 ' I:. Spey,* / ""Afspe74 e Special Instructions: - Date Wanted: 6 a.m. Requester: Phone No: \ ProjecL.--, , C- / Type of Inspection: 6 J Ad.c ,-- il ' , ../ . —)69//k ' / 7 t9 ng called: / ( Special Instructions: - Date Wanted: 6 a.m. Requester: Phone No: specto pr INSPECTION RECORD Retain a c PERMIT NO. opy with permit D� 7-g e • INSP ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 7 ID Approved per applicable codes. Et Corrections required prior to approval. Date: —‚ .00 REINSPECTIO FEE R QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: ,j Y r / NPp.ov 9/c to Cott, te r4- 52c.11. G , of f1aA $b Ff pf„,, (/G L . itndd It 4.' /5 Fo/ St,A o a0t1l b2 /l/ v Address: ?sue 5,..f4 e�� t ,, PAP Date Called: 3 - I a Special Instructions: Date Wanted: Project: �{ LbYS r/I l Type of Inspection: , - - /,_ , e , v Address: ?sue 5,..f4 e�� t ,, PAP Date Called: 3 - I a Special Instructions: Date Wanted: 3 - i2 - :: a.m. p.m. Requester: Phone No: 2.7G 2251Q & 7 5 ` INSPECTION RECORD Retain a copy with permit P INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 6(7 f Approved per applicable codes. Corrections required prior to approval. Inspector 1Date: 3--/ - ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Projec • 0 - (1 6' � / / Type of Inspection _� ? J :., V A ress: -- 7 -- 1 - -, So) /I (1f4/d Date Called. `,grr7jt/ {, Special Instructions: Date Wanted: /6 /ee .rrr P.m. Requeste : Phone No: l >6 - 65V - .52` I z/ MT V/6 I INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION fz- 630 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ( 6 I-1 Gtie aix/A4s4 C 1 jov{s '4 % — /t/ 58.00 REINSPECTION . E REQUIR +. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: Date: COMMENTS: r n, 0 ,„,(4,„„( tr( (7m✓d,,+%r# 1,:vt ,s .2 Ncj., /I - - Apr! //Ve,1 ' J u'd /aah i Ic4144 5 0 , e)"ri ✓ -/1)pi Called: f( Special Instructions: Date Wanted 3 / G /02 m: Requester: —3-0 —5'5(/—.33 Project: --;UPS M ( Type o�s iok /j Address: , 7-5 g - So/MitcAW n % Called: f( Special Instructions: Date Wanted 3 / G /02 m: Requester: —3-0 —5'5(/—.33 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. In ❑ P INSPECTION RECORD Retain a copy with permit 0 REINSPECTION FEE d at 6300 Southcenter Blv PERMIT NO. Date: / / OIUI� D. Prior to inspection. fee must be Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: 0 4... Type of In / — s pection: r ,rif I:ff ?9/sy / / 2/P 1---11 Address: / ^75 0° So,16e '. £ '$ '' 4ffiweei Special Instructions: Date Wanted: nATf • 1/ - 4/,. e /'i- Requester: _7 ■ /�� �Ci9 err „ r 44,7 � ✓ Y��i►` C " L Pr CC � ri `/ Type of In / — s pection: Address: / ^75 0° So,16e D to Called: /Q /I Special Instructions: Date Wanted: a. m. Requester: Phone No: - g.0 6 —frisS‘ -38s INSPECTION RECORD Retain a copy with permit .Dd7- -y /e INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION la_ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Recd'• t No.. REINSPECTION FEE RIUIRED at 6300 Southcenter Blvd.. Suite Ei Corrections required prior to approval. P rior to inspection, fee must be 0. Call the schedule reinspection. 'Date: /1 . Imo+ x+++•a ..A _ �..- ._:YYIi: �... Project: .}2t/7 6-e: // Type of Inspection: . r j ,, / / y� Address: 7s2' 59, fti«� �+` II Date Called: l � - 2Z " Special Instructions: Date Wanted: 2- 22 -0S, . p.m. Requester: L"' /k(.-- Phone No: I INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: K,'fa -, S�i.h Inspector: $58.00 REWSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Date: -22 -v8 Project:c�ys Sprinklers: Type of Inspection: Address: q S o S . C. Suite #: 014. it , Contact Person: Umuce. Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: _ Sprinklers: Fire Alarm: Hood & Duct: Monitor: _ Pre -Fire: Permits: Occupancy Type: ' Inspector: INSPECTION NUMBER . Approved per applicable codes. Wa e4,r .5/ 2 Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT Ea st. Tukwila, Wa. 98188 206- 575 -4407 Fi Corrections required prior to approval. COMMENTS: Date: 71/7 /d Hrs.: $8 .00 REINSPECTION FEE REQUIRED. You will receive an invoice from th - City of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 T.F.D. Form F.P. 113 Project: e / t 5 Type of Inspection: /d 1 / Y 171 011 �,1, / t 1 A- Address: - 25 - 5 Suite #: S. C, 144, GL y ContaPersoh: (1 A-y Special Instructions: Permits: Phone No.: Ov6- V-- 315"3 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: �fl INSPECTION NUMBER Tukwila, Wa. 98188 206 - 575 -4407 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT proved per applicable codes. COMMENTS: 1 /4-au) c ef)K " `T r - rn 5bc' 4 Inspector: 1 Date: � 2/ Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 a PERMIT NUMBERS I I Corrections required prior to approval. T.F.D. Form F.P. 113 Project : Eys Type of Inspection: Address: 753 5 (f 41,e Suite #: Contact Person: 4-4-o fa' ic - Id Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor:. Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER .Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKVVILA FIRE DEPARTMENT 7>-) -v19 oe- r- /a& 206- 575 -4407 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS n Corrections required prior to approval. T.F.D. Form F.P. 113 COMMENTS: Inspector: Date: (o 6 /vi3 Hrs.: Project: -cys Type of Inspection: FA / Ig4Igzo, Address: .75 S.0 ill Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 1 D v - `f ly 08 - F ►UP) PERMIT NUMBERS 444 Andover Park East Tukwila, Wa. 98188 206- 575 -4407 ri Approved per applicable codes. _Corrections required prior to approval. COMMENTS: � fr, Mi r y.S" J77 06 5 7`v cvrnA y frvf Inspector: - Oa nig /S i Z Date: Cis /OF, C $ 80 .00 R FEE RE You will receive ain invoice from tl�e City of Tukwila Finance Departmen Call to schedule a reinspection Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: , S o Y 5 G r I I Fire Alarm: Type of Insp ction: Mpci.. FA t 1300 Monitor: Pre -Fire: Address: Suite #: �`�6 S ' C . yvt L L.- tact P rson: A 1 q-c_. Special Instructions: Phone o.: 4906 - g5/- 1( '3 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT lYo ).. � pcn • gig PERMIT NUMBERS Wa. 98188 206- 575 -4407 oved per applicable codes. Word/Inspection Record Form.Doc 1/13/06 I ] Corrections required prior to approval. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: [1u Pr U ©t Inspector: 5ry Date: 4,/�57vS Hrs.: a Project: 3 it 15 ___ .. Type of Inspection: 0 L 3c Fire Alarm: Address: -2 Suite #: c . C, r'y1t- Contact Person: P�. Pre -Fire: Permits: Special Instructions: Occupancy Type: Phone No� J G ' c6--_3 Needs Shift Inspection: ___ .. Sprinklers: Fire Alarm: / Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 INSPECTION RECORD Retain a copy with permit INSPECTIOO NUMBER CITY OF TUKWILA FIRE DEPARTMENT 188 206- 575 -4407 f -Approved per applicable codes. Word/Inspection Record Form.Doc 1/13/06 OS' - H PERMIT NUMBERS Corrections required prior to approval. COMMENTS: 1k okAi Inspector: �y Date: o_s-4 3 Hrs.: / n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: Sprinklers: Type of Inspection: Eiv,t2 .P N I' 7k N i` Address: —7513 Suite #: v1 � S, C. Y L Contact P GJA Ne Special Instructions: Occupancy Type: Phone No.: FW ''-e-- P QD 1 i qt ii-. ; d s. IJ. ,L.ou A , Project: r �°. f t� Sprinklers: Type of Inspection: Eiv,t2 .P N I' 7k N i` Address: —7513 Suite #: v1 � S, C. Y L Contact P GJA Ne Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: i Pre -Fire: Permits: Occupancy Type: i INSPECTION NUMBER n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT kwila, Wa. 98188 206- 575 -4407 Word/Inspection Record Form.Doc 1/13/06 PERM NUMBERS fr4 Corrections required prior to approval. Inspector: p.. . 5 - 111 Date: (,7w Hrs : N I n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: - � p e V ' S Sprinklers: Type of Inspection: 5 c Address: --- Suite #: 3.c. 64 L L _. Contact Person: (A/ik Ne s iA 50n1 Special Instructions: Phone No.: 2-o6- R5Y- X853 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT rk East Tukwila, Wa. 98188 206 -575 -4407 Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 PT - 4(15 rnog . os o - - d - 70 PERMIT NUMBERS I I Corrections required prior to approval. COMMENTS: e -F NA L c* Inspector: I Date: (// �/ H 80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: Z 5 Sprinklers: Fire Alarm: Type of Inspection: SPreINi/L- 7L — Address: 75e, Sr C'. Suite #: // -rc, Contact Person: C�la_._ Special Instructions: Phone No.: Zs3 - 3 ?0- dl's I Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT tp -S -CRO PERMIT NUMBERS 206 - 575 -4407 Approved per applicable codes. Inspector: . z n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 n Corrections required prior to approval. T.F.D. Form F.P. 113 COMMENTS: Hitt r - 4-1/44- e v ✓�� L) /F (J1 Date: 61 if a Hrs.: / Project: j c . e s Sprinklers: Type of Inspection: K 1 Q)UC - Address: 75:9 500. - Suite #: Gen -h.•- rya 00 I Contact Person. ,W ND, me f Special Instructions: Occupancy Type: Phone No.: Z$3- 3 -eS/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: I! 2 INSPECTION NUMBER �) Ap proved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 0v7 - ' PR 08 - 5 — 07 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 I I Corrections required prior to approval. COMMENTS: $7-4,7 ? Z/r ,n L.Z° Ps; 2 r p vt - . 0 Ci Inspector: 5w $/ S' Date:- y 2-Vor Hrs.: z $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e ity of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ. IN. TOTAL LOAD STRENGTH, P.5.1. TYPE BREAK* 8398 5 -30 10-6 7 1( 1Z.5 ..- 7 z 3o 0FYr2 a 3 2a S 8399 ENGINEER (ft try 4p Ci2yn)6 1 (0-Z7 )2' AR . HITE 4.1'24 t/A/Y 0 y 7z 'f n 3 7(.o S $Y (a Z7 2 4 i./ 7 2.5 0 3 7 G -o DATE J _ cJO✓o 0 'O 2 —2 - 6 PROJECT p � , f . 1 � 0 6 YIELD TEMPERATURE � CONC6 AIR,f J LO C I -WS O V(.cct4 5 c Q LDG. B LDG. P07 � RMI te OWNER WelleU . TEMP �_ `J9( 0 aktQA.M. P.M. ENGINEER (ft try 4p Ci2yn)6 1 AR . HITE 4.1'24 t/A/Y 0 CONTRACTOR (, TIME ( 033 SLUMP %AIR UNIT WT.,SF YIELD TEMPERATURE � CONC6 AIR,f J T um CLIENT. CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. I26TH PLACE KIRKLAND.WASHINGTON 98034 t! 8 � EVERETT ct�i�/ 5 259 -0817 COMPRESSION REPORT e,' G pMMa tie '_ ADDRESS• A4 CITY, STATE, ZIP: V a".NCoc e,v - S e- , Cstsv+*oes.— I nef' ATTN. SOURCE/SUPPLIER V < V'5 CEMENTTYPE: ' SET OF """" .� CUBICYARDS PLACED O OF Sampled as perASTM C - 172 YYUJ TRUCK # n7 TICKET NO. 20 MIX NO. 63 OO/ IO F SET OF TRUCK # COPIES TO. . ASTM C -143 ASTM C -23I ASTM C -138 ASTM C -143 ASTM C -231 ASTM C -138 ASTM C -138 ASTM C -138 REVISED 12/07 SIGNED BY .) 1,4 Cll - ASTM C -1064 CUBICYARDS PLACED OF Sampled as perASTM 0-172 TICKET NO. MIX NO TIME SLUMP %AIR UNIT WT., SF YIELD TEMPERATURE CONC. AIR ASTM C -I064 TEST RESULTS APPLY ONE TO THE ITEMS HEREIN TESTED.THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED BE REPRODUCED EXCEPT IN FULL.WITHOUT THE WRITTEN APPROVAL OF CASCADE INSPECTOR SIGNATURE TESTING LABORATORY, INC. SEE FIELD II , REPORT NO. 4 30Q 1 NO. ORT 6 5 4 7 9 ACTUAL BATCH WEIGHTS FOR t (o O CEMENT FLY ASH 1 O 5 C.AGG. •,CC't C.AGG. FINE AGG. 2 -0 WATER 1 5 3 TOTAL ADMIX 1 M a Q 70 OZ ADMIX. I ADMIX2 ADMIX. 3 OZ ADMIX 2 OZ ADMIX. 3 ACTUAL BATCH WEIGHTS FOR CY CEMENT FLY ASH 00 0 C.AGG. C.AGG. FINE AGG. WATER TOTAL OZ OZ . OZ I cast/cure 0 -C -617 sulfur cap Pt C -1231 pad cap *C -39 cylinder O - *C-42 cores O - *C -1019 cmu grout O *C -109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000I3 Thermometer CCTHDOO ( Air Meter CCOA100 _ CC00000I 0 - CC000002 INITIAL CURE TEMP.. HIGH /LOW or DESIGN STRENGT OQ INITIAL CURING TEMP, NOT RECORDED PER 10.1.2 PLACEMENT AREA& NOTES Ex o i0T Slob ozi.)5 4 r F 1 O 11 p \NrAcli e ziA2A- �s�e - L CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION PREVIOUS 13 2 7 2 4 12919 N.E. 126TH PLACE REPORT No. NO. KIRKLAND, WASHINGTON 98034 , g 4Z5 � ! � EVERETT LLLL...a... DATE oc-z9~�8 I CERT. NO. a�c2 �? FIELD REPORT UN 06 2Q08 Cr" '':1UN g �f LAP RAT TO PROJECT YD.� 7 / S PES 70 ....49--"/ 7' LOCATION 7S$ So it ice/- / f ,- 1-1.4- // ,, 7 ,5'©.5" St. : ., 95u BLDG. PERMIT NO. 2)07^ 4/g OWNER . Y C.O Z.�� a c. �A. V - tM , / W EATHER TEMP. AM PM ENGINEER C //e■ ATTN: ARCHITECT CONTRACTOR' (2) INSPECTION PERFORMED — LATERAL WOOD _ RESTEEUCONCRETE RESTEEL ONLY — RESTEEUMASONRY — STR.ST/WELDING — EPDXY — STR.ST/BOLTING OTHER (3) ITEMS INSPECTED — FOUNDATIONS _ FOOTINGS . SLAB 0 �l — AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS — BEAMS — ( LOCATION (AREAS) <Q G, - FP---0A/7 O A sry k.E .u4/De c r '*/ O P PONCRETE/MASONRY MIX NO. DESIGN STRENGTH (f'c) SUPPLIER TOTAL CU. YD. PLACED SPECIMENS CAST SLUMP (INCHES) CYLINDER REPORT • . AIR CONTENT ( %) YES — NO — ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: ' ES `! Z I S p /4-c E J j n/ GU' 1/ / O1"./--f A --n/CF Gam' > ` i / S e 0/ , /4p s pt; cXS 1 c-o i" Lx-i..3 e4 /vet -- p /Zop4 2 r s. 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. REVISED 12/07 COPIES TO: r / J& I `^'h as- INSPECTOR(S), NAME(S) PRINTED L4a 4 4--- 5 ; a ■g INSPECTOR SIGNATURE SIGNED BY " � — InfraStructures, Inc. I S! 19501 144th Ave. N.E., Suite A -500 JVoodinville, WA. 98072 Fax Transmittal To: James Dunaway Fax: 206 - 431 -3665 Phone: Re: Joey's Grille and Lounge James, The following are the requested calculations with PO's Surface area of cedar treated: 2x10 = 287 sqft 4x10 = 965 sqft 4x14 = 770 sqft 6x6 = 323 sqft Total = 2,345 sqft Thank you, Doug Almond dalmondinfra- structures. org C :E LE E3 RA From: Doug Almond Pages: 5 Date: 04/17/08 CC: Remarks: Gallons purchased = 15 @ 260 sqft / gallon = 3,900 sqft of coverage RECEIVED Phone: 425/489 -1500 Fax: 425/489 -1860 A " ' 7008 YEARS BUQLDfh3G DEPARTMENT Come see us on the Web! www.infra - structures.org This fax transmittal is confidential and proprietary to the sender. If you have received this transmission in error please notify sender right away by telephone and destroy this original. DATE 03/13/08 TERMS On Account F.O.B. IJob Site CARRIER (Gray Lumber DELIVERY DATE 3/14/2008 INVOICE NO. B.O.'s PHASE DESCRIPTION TOTAL UNIT PRICE TOTAL 32388 3000 Flametard class A fire retardent: gallon qua. 1.00 51.990 51.99 Freight / Fees Applied Sales Tax Rate MATERIALS PURCHASE ORDER P.O. NO. 806FT1 JOB NAME Joeys Southcenter JOB NUMBER 806 PHASE NUMBER(S) 3000 * IMPORT ABOVE P.O. NO. AND JOB NAME MUST APPEAR ON ALL INVOICES, PACKAGES, SHIPPING DOCUMENTS AND CORRESPONDENCE. BILL TO ABOVE ADDRESS AND SHIP ADDRESS INDICATED TO THE LEFT. ISI To: Attention: Ship To: Order Placed By: InfraStructures, Inc. 19501 144th Ave NE, Suite A -500 Woodinville, WA 98072 425 -489 -1500 Fax 425- 489 -1860 Gray Lumber Paul V Joeys Global Grill and Lounge 633 Southcenter Parkway Tukwila, WA. PAYMENT POLICY At InfraStructures discretion: Payment terms for non - discounted invoices will be net 30. Discounted invoices will be paid per vendor terms. Doug Almond - Purchasing dalmond(infra- structures.orq Reflects Change Order No.: IMPORTANT A Bevel Cuts B E ORIGINAL ORDER E FOR RESALE Number: C 601 045 316 Building since 1987 C P.O. TOTAL: TAXABLE www.infra-structures.org E CONFIRMING DO NOT DUPLICATE IF ORDER IS NOT ACCEPTABLE, PLEASE NOTIFY INFRASTRUCTURES, IN WRITING, WITHIN 5 DAYS $51.99 Master Builders Of Wtthinhtan Santa's King and Sno bpatffh';`. 04/10/08 TERMS On Account IDATE F.O.B. Job Site CARRIER Gray Lumber DELIVERY DATE 4/11/2008 INVOICE NO. B.O.'s PHASE DESCRIPTION TOTAL UNIT PRICE TOTAL 3000 Flametard class A fire retardent: gallon qua. 4.00 51.990 207.96 Freight / Fees Applied Sales Tax Rate MATERIALS PURCHASE ORDER P.O. NO. 806FT2 JOB NAME Joeys Southcenter JOB NUMBER 806 PHASE NUMBER(S) 3000 * IMPORTANT • ABOVE P.O. NO. AND JOB NAME MUST APPEAR ON ALL INVOICES, PACKAGES, SHIPPING DOCUMENTS AND CORRESPONDENCE. BILL TO ABOVE ADDRESS AND SHIP ADDRESS INDICATED TO THE LEFT. ISI To: Attention: Ship To: Order Placed By: InfraStructures, Inc. 19501 144th Ave NE, Suite A -500 Woodinville, WA 98072 425 -489 -1500 Fax 425 -489 -1860 Gray Lumber Paul V Joeys Global Grill and Lounge 633 Southcenter Parkway Tukwila, WA. PAYMENT POLICY At InfraStructures discretion: Payment terms for non- discounted invoices will be net 30. Discounted invoices will be paid per vendor terms. Doug Almond - Purchasing d a l m o nd a i nfra - stru ctu re s. o rq Reflects Change Order No.: IMPORTANT A Bevel Cuts B E ORIGINAL ORDER I FOR RESALE Number: C 601 045 316 C Building since 1987 TAXABLE www. infra - structures. orq P.O. TOTAL: E CONFIRMING DO NOT DUPLICATE IF ORDER IS NOT ACCEPTABLE, PLEASE NOTIFY INFRASTRUCTURES, IN WRITING, WITHIN 5 DAYS $207.96 Master Bui lders �tsn ta;�ri Of waahin.tan State's King and ShchonliSh C uhtien. DATE 04/14/08 TERMS On Account F.O.B. CARRIER I Job Site JGray Lumber DELIVERY DATE 4/14/2008 INVOICE NO. B.O.'s PHASE DESCRIPTION TOTAL UNIT PRICE TOTAL 3000 Flametard class A fire retardent: gallon qua. 5.00 51.990 259.95 Freight / Fees Applied Sales Tax Rate MATERIALS PURCHASE ORDER P.O. NO. 806FT3 JOB NAME Joeys Southcenter JOB NUMBER 806 PHASE NUMBER(S) 3000 • IMPORTANT ABOVE P.O. NO. AND JOB NAME MUST APPEAR ON ALL INVOICES, PACKAGES, SHIPPING DOCUMENTS AND CORRESPONDENCE. BILL TO ABOVE ADDRESS AND SHIP ADDRESS INDICATED TO THE LEFT. I SI To: Attention: Ship To: Order Placed By: InfraStructures, Inc. 19501 144th Ave NE, Suite A -500 Woodinville, WA 98072 425 -489 -1500 Fax 425- 489 -1860 Gray Lumber Paul V Joeys Global Grill and Lounge 633 Southcenter Parkway Tukwila, WA. PAYMENT POLICY At InfraStructures discretion: Payment terms for non -discounted invoices will be net 30. Discounted invoices will be paid per vendor terms. Reflects Change Order No.: IMPORTANT A Bevel Cuts B I ORIGINAL ORDER E FOR RESALE Number: C 601 045 316 C Building since 1987 E TAXABLE www. infra - structures. orq P.O. TOTAL: $259.95 Doug Almond - Purchasing daImondt infra- structures.orq E CONFIRMING DO NOT DUPLICATE Master Builders A l n Of Washington Stain* King and Snohotnnsh Coontiea. IF ORDER IS NOT ACCEPTABLE, PLEASE NOTIFY INFRASTRUCTURES, IN WRITING, WITHIN 5 DAYS DATE 04/15/08 TERMS On Account F.O.B. Job Site CARRIER Gray Lumber DELIVERY DATE 4/15/2008 INVOICE NO. B.O.'s PHASE DESCRIPTION TOTAL UNIT PRICE TOTAL 3000 Flametard class A fire retardent: gallon qua. 5.00 51.990 259.95 Freight / Fees Applied Sales Tax Rate MATERIALS PURCHASE ORDER P.O. NO. 806FT4 JOB NAME Joeys Southcenter JOB NUMBER 806 PHASE NUMBER(S) 3000 • IMPORTANT ABOVE P.O. NO. AND JOB NAME MUST APPEAR ON ALL INVOICES, PACKAGES, SHIPPING DOCUMENTS AND CORRESPONDENCE. BILL TO ABOVE ADDRESS AND SHIP ADDRESS INDICATED TO THE LEFT. ISI To: Attention: Ship To: Order Placed By: InfraStructures, Inc. 19501 144th Ave NE, Suite A -500 Woodinville, WA 98072 425 -489 -1500 Fax 425- 489 -1860 Gray Lumber Paul V Joeys Global Grill and Lounge 633 Southcenter Parkway Tukwila, WA. PAYMENT POLICY At InfraStructures discretion: Payment terms for non - discounted invoices will be net 30. Discounted invoices will be paid per vendor terms. Doug Almond - Purchasing da lmondA infra structures.orq Reflects Change Order No.: IMPORTANT A Bevel Cuts B E ORIGINAL ORDER [i7 FOR RESALE Number: C 601 045 316 Building since 1987 C P.O. TOTAL: $259.95 Master Builders A.t«,iaziofl Of Washington Stata King and Snohomish Conatte, \ ... TAXABLE www. infra - structures. orq E CONFIRMING DO NOT DUPLICATE IF ORDER IS NOT ACCEPTABLE, PLEASE NOTIFY INFRASTRUCTURES, IN WRITING, WITHIN 5 DAYS SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ. IN. TOTAL LOAD STRENGTH, P. S. I. TYPE BREAK* 6607 3 — /q - e 3— 2/ ' 7 l i x 8 /.Z- S 4'q 75f0 3.9 6 O S ago 1 4 f-/I a s I 7 sso 3 8 s 569 1 5'—// 07 8 — � s Ll.r - t o .5 s DATE /73 Ak g cy /y' , .'t bd8' CERT. NO. D8'bg -.,2h. PROJECT 41 C ' E. 1-i t .S R II (kV( 4..w.1 t LOCATION l 9 S 8 �S'ov4 -Z, C LA, -►, rn a) 1 1 0 2 � 6140.'%J J BLDG. PERMIT NO. )o —' 8- OWNER WEATHER ro , L , in TEMP A.M. @ P.M. ENGINEER L 4t kilo cz l n s k I ARCHITECT 4b1 Eh iS l-3YCp I - -a, CONTRACTOR ...� �- e• gu.,),btt TEST RESULTS APPLY ONETOTHE ITEMS HEREIN TESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN THOUT CASCADE CASCADE C , INSPECTOR(S), NAME(S) PRINTED 1� 1 l I f ' 1 (?. t UNIT WT., SF v YIELD TESTING LABORATORY, INC. . '71�$PEC7� REVISED 12/07 - YV SIGNED BY TIME 1.V/41 SLUMP 3,0 %AIR � . UNIT WT., SF v YIELD TEMPERATURE ON . AIR T D f,� t 4, C R PJC 1� rCL.uatU fi 1 t �; t1Kr1J S c ' S u 9s1) CITY, STATE, ZIP: 1/&v COVEf , C.. 1/9X!M ATTN: 1 r 1... l� i (w� b U✓ CLIENT: ADDRESS: SOURCE/SUPPLIER SET / OF / CUBIC YARDS PLACED 7 OF 7 Sampled as perASTM C - 172 TRUCK # m p21 TICKET NO. 2 ba .7 9S MIX NO. t /Sb1> ASTM C - 143 ASTM C -231 CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. I26TH PLACE KIRKLAND,WASHINGTON 98034 EVERETT (425 17 COMPRESSION REPORT 3 `-' teY) 1 I £ S CEMENT TYPE: ' -11 ASTM C -138 ASTM C -138 SET OF CUBIC YARDS PLACED OF TRUCK # TICKET NO. MIX NO. ASTM C -143 ASTM C -23I ASTM C -138 ASTM C -138 ppp 1 r, 2t3 ASTM C -1064 Sampled as perASTM C -I TIME SLUMP %AIR UNIT WT., SF YIELD TEMPERATURE CONC. . AIR ASTM C -1064 CtC\--& g a is t (.4 C7i t • COPIESTO: ♦ „-- /L ( r ( c, 5J 2- (425) 823 -9800 SEE FIELD REPORT NO. / 3a '�3 /S NO. REPORT 64264 WATER TOTAL ADMIX I ADMIX.2 ADMIX 3 ACTUAL BATCH /) WEIGHTS FOR / CY CEMENT FLY ASH C.AGG. C.AGG. A G. 3 .S ACTUAL BATCH WEIGHTS FOR CEMENT FLY ASH C.AGG. C.AGG. FINE AGG. WATER TOTAL CY OZ OZ ADMIX I OZ ADMIX2 OZ OZ ADMIX3 OZ I -31 cast/cure O - - 6I7 sulfur cap f` C -1231 pad cap *C -39 cylinder O - *C-42 cores Q - *C -1019 cmu grout O *C -109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000 JD Thermometer CCTHD00 /D Air Meter CCOA100 CC00000I O - CC000002 DESIGN STRENGTH 3DD U INITIAL CURE TEMP.: HIGH /1.0W or P1 TIAL CURINGTEMP, NOT RECORDED PER 10.1.2 t n (J PLACEMENT AREA & NOTES ,6 k.7 +- 4 r 0 - t E- d t - 4 c . a fr t C.-le f,4 r L a d ct A r facts t L. CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION (425) 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 425) 823 - 9800 EVERETT (425) 259 -0817 FIELD REPORT.ECT: ' r R 1r, 23 h , ::, 1, PREVIOUS REPORT No. No. 13 2 5 7 7 DATE / Jo ` 1 � C 2-(0 To: PROJECT °°P4 SC.."ey _S C ZQ ..0‹ LOCATION ---cJrw 158 S tr, CLth�,` co 1 LOP�..y 1 � t� �/� j L� BLDG. PERMIT 1 6 / V� OWNER Sc �' �I �' ^. ✓ V x �" I WEATH R TEMP CO AM PM ENGINEER ATTN: ARCHITECT // .J `k_, CONTRACTQW ti - �' \c ( INSPECTION PERFORMED RESTEEUCONCRETE _ LATERAL WOOD (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS — FOUNDATIONS _ SLAB R EL ONLY _ _ pTE STR.ST/WELDING _ COLUMNS — WALLS BEAMS _ EPDXY STR.ST/BOLTING — OTHER — — ( LOCATION (AREAS) C �1 6A. vs�i c:,-.0., c:,-.0., 1 5 �� ok ` mks .0c � T ` � Ct^.- a ors "r Q s ..s / _.t.( ce-v ,o7 s11:53 PONCRETE/MASONRY SUPPUER MIX NO. DESIGN STRENGTH (f'o) TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CO T ( %) SPECIMENS CAST CYUNDER REPORT NO. YES _ NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS _ REMARKS Y c Q.k l- -&3 A ` r L.JAA Lam_ iczt,,y5 omb. ?1,74-( (1?\ awl Ve.cci kvv-\( eAVN e r e c , 5 A , �l2 , 5-- 1 R *CLe rs_ ke)( dk\. .)7a TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE .......■•■ - ESTiNG- LABORATORv.1NC. 'INSPECTOR REVISED 12107 SIGNED BY COPIES TO: j . P l /t OP 40 IOW SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ. IN. TOTAL LOAD STRENGTH, P. S. I. TYPE BREAK* SII oz -26 -08 3 -4 '7 6x /Z 28. / 2ZCO d/ 0 S 5 175 3 -z5- 20 ' /7 / <7o 4 t-070 S Sf 3 -z S" Z8 /e.../ *912 5'73o s' -- DATE 02 - 26 -Og CERT. NO. r.7 ©2 PROJ S /2-& r LOCATION - 7 3-E3 Sear .---1 " ? taw Y — t1,CEC.4 •64 BLDG. PERMIT NO. .o7 4/e OWNER WEATHEA GGotl,e) Y TEMP A.M. @° P.M. ENGINEER ARCHITECT CONTRACTQ K ?Row- TIME 73 SLUMP 4 V2 %AIR T. UNIT WT, YIELD -- TEMPERATURE � 4S CONC. AIR COMPRESSION REPORT 1 APR 01 2008 COMMUNITY DEVELOPMENT ADDRESS S'a '/6b C I T Y , S T A T E , ZIP: *Men C - , &' 4' V 1rK ATTN CLIENT: SOURCE/SUPPLIER /ei /LA1-5 SET TRUCK # TICKET NO. CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND.WASHINGTON 98034 �O'9i � EVERETT CUBIC YARDS PLACED / OF 7v Sampled as per ASTM C -I 72 ASTM C -I43 ASTM C -23I ASTM C -I38 SET OF CUBIC YARDS PLACED OF TRUCK # TICKET NO. MIX NO. TIME SLUMP %AIR UNIT WT., SF YIELD TEMPERATURE CONC. AIR ASTM C -143 ASTM C -23I ASTM C -138 1t'7 cont7t -C- - • TEST RESULTS APPLY ONE TOTHE ITEMS HEREIN TESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL. WITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12/07 COPIES TO: CEMENT TYPE: 2 MIX NO. ASTM C -I38 ASTM C -138 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY z 12i 3-s.-F ASTM C -1064 Sampled as per ASTM C - 172 ASTM C - 1064 SEE FIELD REPORT NO. / 7 / g / ACTUAL BATCH WEIGHTS FOR I ( CY CEMENT FLYASH C.AGG 7'8 C.AGG. 3 /B FINE AGG. WATER TOTAL 636S REPORT NO. 6 4 918 ACTUAL BATCH WEIGHTS FOR CY CEMENT FLY ASH /2c , C.AGG. S c7 C.AGG. /S96v FINE AGG. / .$ Z WATER TOTAL ADMIX. I / , t , s � 7 2 01 ADMIX I OZ ADMIX2 « ZS OZ. ADMIX 2 ADMIX 3 OZ. ADMIX. 3 OZ OZ -C -31 cast/cure O -C -6I7 sulfur cap jj C -1231 pad cap .Ap *C -39 cylinder 0 - *C.42 cores Cl - *C -1019 cmu grout Cascade Testing Equipment Identification: Stump Cone CSLC000 SfM Thermometer CCTHD00 // Air Meter CCOAI00 CC00000I O - CC000002 INmAL CURE TEMP.:HIGH /LOW or DESIGN STRENGTH 3 °° e7 ti INITIAL CURING TEMP, NOT RECORDED PER 10.1.2 PLACEMENT AREA & NOTES Sd4 S 0 .4 1 --7 44- S * - ,em u "/ /a,o,") i .mac.: %t Pedi— O *C -I09 cubes CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SQ. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK I n 90 O2 -22 -a z -Z9 - 7 4x 0 I Z• 57 $ St. ci 94 7c S Y,V I 3 -z/ - 2 e ✓ G 2 - 4 01, .S4 -0 S Y99Z WATER 5-Z/ 2 e 1 4 3 j' ✓ 76 SAD G/ z� , DATE c2 - 2 — 22- v 8' CERT. NO. c.26c: Z- ASTM C -143 % AIR PROJECT F7 / 3 )2_ F- YIELD FACTOR TEMP. . i -,1 LOCATION y 08 ° 7S SC2 t0 i M CC r —re— 2 re BLDG. PERMIT NO. 07- 4/8 OWNER - � C.A. 'S /P " WEATHER c ` TEMP. AT AT AM PM ENGINEER ARCHITECT 4 ;j CONTRACTOR WATER TRUCK SAMPLED /-4 d2 0 TRUCK TICKET NO. 4 MIX NO. I S I G b 1 TIME ASTM C -143 % AIR UNIT WEIGHT ASTM C -138 YIELD FACTOR TEMP. ASTM C -1064 CONC AIR 08 ° S in - � C.A. 'S /P " 6 3 4-C -- C.A. FINE AGG. 4 ;j /6 C>gc::, BATCH DATA FOR _ cu vo. DESIGN WEIGHTS % MOIST. ADJUSTED WEIGHTS CEMENT 6/95 FLY ASH C.A. ' ., /C 04 v C.A. 'S /P " S3 Z v C.A. FINE AGG. 4 ;j /6 C>gc::, WATER 1 4 3 j' TOTAL 0 REVISED 3/06 COPIES TO: CASCADE TESTING LABj11i•Y'. TESTING & INSPECTION ��+��++ �� CCii..JJ 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 EVERETT 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. FIELD TEST DATA AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR 0 VOLUME ASTM C -173 EQUIPMENT USED I.D. SLUMP CONE CSLCOO 1 I THERMOMETER CCOTHO i l 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 SAMPLE P/U DATE 2'Z 3 TEST METHOD G 3 MAR -9800 COMPRESSION REPORT COMMU NITY DEVELOP�T TO A 20..27r—e=-14.4 IS s.s ATTN: THE FOLLOWING WAS NOTED: 7 COMPRESSIVE STRENGTH i, J1(2 __A - ASTM C -1231 ❑ ASTM C-617 FIELD REPORT No. I z7/ 77 No. On Site Cure Method A +g =E,..( SAMPLING IN ACCORDANCE WITH C — APPLICABLE CODES & SPECS // ,� T — Ti -- CU. YARDS PLACED 4 SUPPLIER �/ / L CS CEMENT TYPE AEA ADMIX. 4618 1. c2- 2 GPcG'1'2 e> L Y 9? 3 3 72 G DESIGN STRENGTH `' d d d PLACEMENT AREA & NOTES SC;) • 7 G f1z w Al--; " .41-75 b &- r L G 4 L� 3 7 CO A/?j2-eL c r'Z, � INSPECTOR(S), NAME(S) PRINTED �./ INSPECTOR SIGNATURE �'I SIGNED BY SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ. IN. TOTAL LOAD STRENGTH, P. S. I. TYPE BREAK* Se89 3 -ii - o e 3.2 / '? 1 1 x 8 /.?- c 7 d/q 7 4fo 3 5 6 0 S 569 I // a s I 5891 1 7 7 --// 8 .--- DATE "P1 A 2 c-N / u i ', AGd r CERT. NO. UBb PROJECT � O EL-7 S RfS?k.vrk...Tb LOCATION 1 75 8" sov'R CE,, -r mA)I Ptkwy (vkw• J BLDG. PERMIT NO. MP'?- -) 18- OWNER WEATHER 6.,_% tot TEMP A.M. @ P.M. ENGINEER p Qcy kcocZ inSI•c ARCHITECT .,,s Tuvcp AY CONTRACTOR r-. 3. 12. A -4115c, tt TIME SLUMP %AIR UNIT WT., SF YIELD TEMPERATURE /2'i 3, 0 — CONC. AIR J CLIENT C> s F,A .. r ,-- ADDRESS. S D 5 0 rr 4.-- a s 4, , f SSe) CITY, STATE, ZIP: 0:2"n C -0V E f , a L` V9 X / In Li ATTN. ' 1 I t..., g e ( 1" .t)U Y 'l S r -� SOURCE/SUPPLIER CEMENT TYPE. SET / OF / CUBIC YARDS PLACED ( 1 OF TRUCK # m p. I TICKET NO. a t�'5 MIX NO. (S/SD)S SET OF TRUCK # ASTM C -143 ASTM C -231 CASCADE TESTING LARtI �jyC. TESTING & INSPECTION �'C 1r1 12919 N.E. 126TH PLACE KIRKLAND,WASHINGTON 98034 EVERETT COMPRESSION REPORMO N CUBIC YARDS PLACED OF TICKET NO. ASTM C -143 ASTM C -231 INITIAL CURE TEMP.: HIGH /LOW or COPIES TO -- /` ■ ASTM C - 138 ASTM C -138 7 ASTM C -138 MIX NO. ASTM C -I38 MAR 2 6i 3 ; .8 �� Sampled as per ASTM C -172 ASTM C -1064 Sampled as per ASTM C - 172 TIME SLUMP %AIR UNIT WT., SF YIELD TEMPERATURE CONC. AIR ASTM C -1064 CEMENT FLY ASH C.AGG. C.AGG. 7 Fl A G. WATER TOTAL ADMIX. I ADMIX 2 ADMIX. 3 SEE FIELD REPORT NO. / 3-;? /(51 NO. 64264 ACTUAL BATCH 9 WEIGHTS FOR OZ. ADMIX. I OZ. ADMIX.2 OZ ADMIX 3 ACTUAL BATCH WEIGHTS FOR CEMENT FLY ASH C.AGG. C.AGG. FINE AGG. WATER TOTAL I - 3I cast/cure O - - 617 sulfur cap 7 C 1231 pad cap Z- *C -39 cylinder O - *C-42 cores O - *C -1019 cmu grout O *C -109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000 /D Thermometer CCTHD00 /D Air Meter CCOA I00 34 - CC00000I O - CC000002 DESIGN STRENGTH O O U alcITIAL CURING TEMP NOT RECORDED PER 10.1.2 PLACEMENT AREA & NOTES / 6 1.1) 447-r Q d4. F d k Vrt if, efh G r f_ d k-ro, 100; ta:,,c CY OZ OZ OZ TEST RESULTS APPLY ONE TO THE ITEMS HEREIN TESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL.WITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12/07 INSPECTOR(S), NAME(S) 1 Ci $4 S) PRINTED �� 1 � � , t ^(�1 C:. � � � INSPECTOR SIGNATURE �1J ` Q V Q ` -kQ t .P. f .t SIGNED BY ��' CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION PREVIOUS 13 215 3 12919 N.E. 126TH PLACE REPORT No. No. KIRKLAND, WASHINGTON 98034 R Be 0 E V E R ETT 1�,! � DATE m A I -t H '�'�' a ° ° � CERT. NO. ©gaa- . Pie. FIELD REPORTS 20 1 s P ROJECT ��// 1 C7 E�i J I'1 I4 COMMUNITY OVLQPMENT TO: d p E , -/ A s r R E a1 ia-r► LOCATION '758' 5, Ckehh.( 1o74)) /rNwy CP"vkw;1 S ©S yr r 4 St. '' 9 5 BLDG. PERMIT NO. d)vr7 OWNER ' V C. , r , �(7 VL4 ( 11 C- V 9x,P44 WEATHER TEMP. AM @ PM ENGINEER r c CL. T 1 c cz / y �� ATTN• 1 L live r Ih, Di)r - ARCHITECT l V FA -Ls �i>vcD Arc - CONTRACTOR ( INSPECTION PERFORMED _ LATERAL WOOD RESTEEUCONCRETE _ RESTEEL ONLY (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS SLAB — _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS — BEAMS RESTEEUMASONRY _ STR.ST/WELDING — EPDXY — STR.ST /BOLTING — OTHER (4) (AREAS) ?;14,..14 4 4 V S. I "\ AI 04. T ■ v l i I a i n, s 7 A24.4.4-7'017 S I CONCRETE/ •- - -- - = -- - MIX NO. (‚S t2 l) DESIGN STRENGTH (f'c) ' OC D y�.� SUPPLIER ' I / '�/ is TOTAL CU. YD. PLACED / l' SLUMP 3 r D p\ SPECIMENS CAST a £ X O (INCHES) j ) y.Q t CYLINDER REPORT NO. 1p `' AIR CONTENT ( %) vYES — NO — ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: / [7034 S CV/1 St un E G' VY d E .-kr! /S3-D/ ' 6 reA:,4( ) g_444 w , ("‘ it � h as � � � � � �.;r .I � � ��, � ,I � 0,f � � �� , � �JJ > op) 121' * u { E.-S' c i 1 C CA 4V A.n Gf -' n( l f)UF.ifS r Co CDvtr.r, f I , G e F t C l`.k51 >F vtOE( ‘SE-I, • t?(744 -sfG, ecz,r ‘ r l ft4 cc. l'� �v► e A rYi D l; rice ‘)-&;v C.I 'V I for c, r 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 12/07 INSPECTOR(S), NAME(S) PRINTED `�3 4' ` ``J INSPECTOR SIGNATURE `J `` V c i "' SIGNED BY COPIES TO: f "1-14-A-- t 7 • �■ ■ ■ '• CASCADE TESTING LAI3VKAI 1...)11Y, Irvc... TESTING &INSPECTION '� /�+� PREVIOUS N 1 219 3 RECEIVED V C REPORT No. 12919 N.E. 126TH PLACE KIRKLAND. WASHINGTON 98034 (425) 823 - 9800 EVERETT 5da8" DATF,� \ \ % U �- 2 MAR ¢ FIELD REPORT OE°ELOMEN.II; .c.� Q PROJECT •P s (C LOCATION C �, �� 5 L/ / -7C-8 S L 'L*r 1 y� 'V 4 �,) h 1-J A TO: / Q j) .5C'44*.- BLDG. PERMIT NO. OWNER V -e t3e.- y r7x /M WEATHER TEMP. AM @ PM ENGINEER q ca ARCHITECT ATTN: CONTRACTOR � VV 6- k\ r ( INSPECTION PERFORMED LAT RAL WOOD — RESTEEUCONCRETE L1ZRES L ONLY TEEUMASONRY R.ST/WELDING y XY — STR.ST /BOLTING (3) ITEMS I PECTED — FOUNDATIONS FOOTINGS _ SLAB _ AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS — BEAMS — OTHER (4) r` 6�� �/t'` . C LOCATION (AREAS) cam. c� SC � tn \ Off �-.. C Vim/` ... CONCRETE/MASONRY MIX NO. DESIGN STRENGTH (f'c) TOTAL CU. YD. PLACED SUPPLIER SPECIMENS CAST SLUMP (INCHES) CYLINDER REPORT NO AIR CO ENT ( %) YES — NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS 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. REVISED 12'07 v COPIES TO: 4 J ' / 2j' 3/19 REMARKS eiCCI ` v*`" &4\ \� o `53.-D f C 1S$ � 5/ g 1' 1 L 1 4 \ ( / 2_ Ni,ei cQ)/ ) I Co INSPECTOR(S), NAME(S) PRINTED /ri► /P;' ! y.40 INSPECTOR SIGNATURE SIGNED BY SAMPLE NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA SQ. IN. TOTAL LOAD STRENGTH, P. S. I. TYPE BREAK* 5 - I 79 oz -z6 -a8 3 - y '7 6 x /z z$ - z-7 / 2ZW `' Rio S 51 7 S I 3 -z5 20 TEMP @° A.M. P.M. S( '7 6 S -z S z8 ARCHITECT -- -- CONTRACTOR,-, ac9 �- 1/ DATE 02-26-42E3 CERT. NO. n8 ©Z - c ' /6 %AIR UNIT WT., SF P R O J E C T E S /2_s;--v-_..1--A rs TEMPERATURE ‘ 6 4 5 CONC. AIR — LOCATION - 7 s"-E3 Sei,- vY f w Y .- / 2! L e.q. BLDG. PERMIT NO. 1)07- 4-/8 OWNER WEATHER C olld 7 TEMP @° A.M. P.M. ENGINEER ARCHITECT CONTRACTOR,-, ac9 �- 1/ TIME 9730 SLUMP 4 // %AIR UNIT WT., SF YIELD TEMPERATURE ‘ 6 4 5 CONC. AIR — — EP QS211—t.14-1-4-■-i-k CLIENT: QY ADDRESS © CITY, STATE, ZIP: 141"Z &i V ) 1 ATTN: SOURCE/SUPPLIER /ei;2 SET TRUCK # SET OF CUBICYARDS PLACED OF Sampled as per ASTM C - 172 TRUCK # ASTM C - 143 ASTM C - 23I CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND,WASHINGTON 98034 EVERETT COMPRESSION REPORT CUBICYARDS PLACED /d OF 70 Sampled as per ASTM C -172 TICKET NO. TICKET NO. ASTM C -I43 ASTM C -23I ASTM C -138 TIME SLUMP %AIR UNIT WT., SF YIELD TEMPERATURE CONC. AIR ASTM C -138 X -C -3I cast/cure O -C -617 sulfur cap kj C -1231 pad cap *C -39 cylinder 0 - *C-42 cores 0 - *C -1019 cmu grout O *C -109 cubes Cascade Testing Equipment Identification: Stump Cone CSLC000 I I Thermometer CCTHD00 n Air Meter CCOA I 00 - CC00000I 0 - CC000002 INITIAL CURE TEMP.: HIGH /LOW or la INITIAL CURING TEMP, NOT RECORDED PER 10.1.2 -s Oar G, A PLACEMENT AREA & NOTES T Cony: —e • TEST RESULTS APPLY ONE TO THE ITEMS HEREIN TESTED.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL.WITHOUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 12/07 k- 3/1c) (425) 823-9800 • cj ^ ^n p 12 z CEMENTTYPE• i MIX NO. ASTM C -138 MIX NO. ASTM C -138 ASTM C -1064 ASTM C -1064 SEE FIELD REPORT NO. /27 /g ACTUAL BATCH / WEIGHTS FOR I r CY CEMENT FLY ASH C.AGG - C.AGG. 3/3 FINE AGG. WATER TOTAL ADMIX. 3 636 CEMENT FLY ASH �S9Zv C.AGG. S v C.AGG. j 96v FINE AGG. /,72. WATER ADMIX.I Doty 97 . J OZ. ADMIX.I ADMIX. 2 ZS � OZ ADMIX. 2 DESIGN STRENGTH OZ. ADMIX. 3 REPORT NO. 6 4 918 NO. ACTUAL BATCH WEIGHTS FOR TOTAL CY OZ O OZ INSPECTOR(S), NAME(S) PRINTED K Z .F! -5 f #1 INSPECTOR SIGNATURE SIGNED BY �� r 71 -, ■ ■■ CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION ^^ 12919 N.E. 126TH PLACEgs� e KIRKLAND. WASHINGTON 98034 4 ) 823 - 9800 EVERETT (425) 259 -0817 I { "" 0 r 2008 FIELD REPd ,v;i.UN, €Y�LOP �T P-a•rit.'*--1-4-••-a-t-A. i PREVIOUS y REPORT No. No. DA TL / 7 `,� �'"� / V�j Fj j1j0• 2 1 CE / J�QC�f3 _ �c TO: - 1 PROJECT / yS 05)C(G -J n� LOCATION 7 5's c_-)A, (v-..A kv■eW W%-y �-4- S '/ - 9, BLDG. PERMIT NO. 0n - L11 OWNER S --- ._ , C � V -7 x ! WEATHER TEMP. AM PM ENGINEER ) ATTN ARCHITECT `` CONTRAC 9 ( INSPECTION PERFORMED RESTEEUCONCRETE LATERAL WOOD (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS — FOUNDATIONS _ SLAB _ = RE EL ONLY STR.ST/WELDING STR.ST /BOLTING — RESTEEUMASONRY _ COLUMNS — WALLS BEAMS EPDXY — — OTHER — — (4) (AR m, S) • �� s\.) F� { No G evx 1 �% \ g• l '- 1 r >2. (5) CONCRETE/MASONRY SUPPLIER MIX NO. DESIGN STRENGTH (f'c) TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONT NT ( SPECIMENS CAST %) CYLINDER REPORT NO YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS _ REMARKS: Vef (1V��t v L>J 4 \ _ _ t'' c..) . Lv, at.b, v ei(4,e& 2 C -\ia.\< i * tre\-c-e,,$)0"-ke d v∎ SV <J 01/4' fit` 4 *AA w .,-`. s 6k ..... e ,( ,''JS ' ` I 1" 'CS. Aic-41' ( N . \ v-gk - \;):. , M --\-(\cA4^ "--c°°(2'.-1 # TEST RESULTS APPLY ONLY TO THE ITEMS � 4 HEREIN TESTED. THIS REPORT SHALL NOT INSPECTOR(S), NAME(S) PRINTED Ar BE REPRODUCED EXCEPT IN FULL, WITH - INIII! /IIIIIi OUT THE WRITTEN APPROVAL OF CASCADE � fiG/I'� � TESTING LABORATORY, INC. INSPECTOR SIGNATURE - IfrI1Z SIGNED BY REVISED 12'07 COPIES TO P. , 1 REMARKS " 5 �v C G c — � 7 �' ` S 7- A C,¢ c �� 3 C C ---. ? J.J -r�� ,' 7L'D cc; :vs e _ 2: ,,) L� 5;. A/6 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 9/06 INSPECTOR(S), NAME(S) PRINTED '� 1''F"S i I`2 INSPECTOR SIGNATURE SIGNED BY COPIES TO: 7 1 - /� CASCADE TESTIN LABORATORY, INC. 1271 TESTING &INSPECTION PREVIOUS 12919 N.E. 126TH PLACE REPORT No. No. L+ KIRKLAND, WASHINGTON 98034 4251 =9800 EVERETT 0817 DATE 422 -26 v8 CERT. NO. v8 o2 - ca6 '/' FIELD REPORT o , f? r O hi; it9Us 1? - i )i' Ilk El-QUI-AT TO: tea - t�!� .`� a Al ... PROJECT Z- % ;. _ - . -9./ r LOCATION 7 ....S SeiIl�'ir Sc� // i FL - P / -t.ca y --/A.- •� S a �- <� g BLDG. PERMIT NO. . b v 7- 4- /g OWNER f / /! c r 7 X I l �/� Le V � ) /1f)(igiv2- - I " fell - ( WEA / THER C C 4/D TEMP. AT AM AT PM ENGINEER ATTN ARCHITECT CONTRACTOR ✓2 aorii (2) INSPECTION PERFORMED RESTEELICONCRETE _ RESTEEL ONLY _ RESTEEUMASONRY _ STR.ST!WELDING — OTHER STR.ST /BOLTING (3) ITEMS INSPECTED — FOUNDATIONS FOOTINGS x SLAB L."' AUGER CAST PILES _ COLUMNS — DRILLED PIERS — WALLS — — BEAMS (4) LOCATION (AREAS) SO11� 17 O Y 77.7-1- C. (. • CONCRETE/MASONRY MIX NO. / SI c,D / 0 DESIGN STRENGTH (f'c) C, 0 v SUPPLIER X / Z t?) TOTAL CU. YD. PLACED -7C2 SLUMP (INCHES) 4 �/a SPECIMENS CAST J - 6 IZ 3 SEE CYLINDER REPORT NO. 6 ¢ /8 AIR CONTENT ( %) X YES _ NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS " 5 �v C G c — � 7 �' ` S 7- A C,¢ c �� 3 C C ---. ? J.J -r�� ,' 7L'D cc; :vs e _ 2: ,,) L� 5;. A/6 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 9/06 INSPECTOR(S), NAME(S) PRINTED '� 1''F"S i I`2 INSPECTOR SIGNATURE SIGNED BY COPIES TO: 7 1 - /� CYLINDER NUMBER DATE MADE DATE TESTED AGE DAYS SIZE AREA (SQ. IN) TOTAL LOAD STRENGTH PSI TYPE BREAK '/ 90 (22 - tee z -z9 7 4x 1z•57 Sgt. gv 94 7o S V99/ I 3 -Z/ Z e ./ y ?92 3 -zi 2 ° .i TRUCK SAMPLED A4 O O TRUCK TICKET NO. MIX NO. I S ( c b I I TIME SLUMP ASTM C -143 % AIR UNIT WEIGHT ASTM C -138 YIELD CEMENT FACTOR TEMP. ASTM C -1064 CONC AIR OSC -S'• c' 6 3 4. — CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 • 4251 823.9800 EVERETT `r_ U310E17817 COMPRESSION REPORT CONCRETE COMPRESSION MACHINE I.D. #CC00000 SAMPLE P/U DATE --Z 3 TEST METHOD G 3 SUPPLIER L 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 3/06 COPIES TO: FIELD TEST DATA OTHER (C) Cone and Shear ATTN: THE FOLLOWING WAS NOTED: AIR TEST METHOD: ❑ PRESSURE ASTM C -231 OR ❑ VOLUME ASTM C -173 EQUIPMENT USED I.D. SLUMP CONE CSLCOO 1 ( THERMOMETER CCOTHO 1 AIRMETER CCOAIO TYPE OF BREAK: (A) Cone (b) Cone and Split (d) Shear (e) Columnar COMPRESSIVE STRENGTH INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY -ASTM C -1231 ❑ ASTM C-617 CEMENT TYPE —^ FIELD 1 7 7 REPORT No. No. 7) l.x�t DATE �z -2 c2E PROJECT V.° F7 's Iv LOCATION 7S8 Sts,blrff -Ery t Z_ i r< -�•y BLDG. PERMIT NO. D 07- 4/8 WEATHER CERT. NO. OWNER TEMP. AT AM AT PM ENGINEER ARCHITECT CONTRACTOR r < • 75 13 G — BATCH DATA FOR �� C YD CEMENT FLY ASH C.A. -/8 C.A. 3 /g C.A. FINE AGG. WATER TOTAL DESIGN WEIGHTS MOIST. 4 ADJUSTED WEIGHTS 6/c? / 4v /6 c:78(..7 /4 3/ On Site Cure Method Ail.% B .=En.1 SAMPLING IN ACCORDANCE WITH C — APPLICABLE CODES & SPECS CU. YARDS PLACED AEA ADMIX.GL €N - j . , o I. `r 9ya, 3 �2 c DESIGN STRENGTH S d d PLACEMENT AREA & NOTES �i G � u/ w}—+ A ?, b &� (? f — .L L L 4 - c-;• 1 �rw // - WA CASCAD TESTING LABORATORY, INC. TESTING &I NSPECTION 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034-. '{ > ' �t? ) 823 - 9800 EVERETT � 259 -0817 PREVIOUS 127177 REPORT No. No. DATE Z z - - CE a� °�.°�� RT. NO. TO: FIELD RREPORT o a zoos CO MiMUNiTI( ��� �V t�QP+t t N7 PROJECT Q 7 �S € S T� Ic_.q �� LOCAT r y` 1 0 S4. si, i5L) BLDG. PERMIT NO. OWNER �� 6Lk V �L- 8c V 9Z / A ' 1 F WEATHER TEMP. AT AT AM PM ENGINEER ATTN: ARCHITECT CONTRACTOR , f .Z. A C.977 (2) INSPECTION PERFORMED RESTEEUCONCRETE _ RESTEEL ONLY RESTEEUMASONRY _ STR.STIWELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED — FOOTINGS _ AUGER CAST PILES — DRILLED PIERS — FOUNDATIONS ?/ SLAB _ COLUMNS — WALLS BEAMS — — — (4) (AREAS) NC C Z. r' l-lZ P- co i 11 S L ., a ek / C a-4-D • CO NCRETE/MASONRY SUPPLIER MIX NO. / S/ C2 /a DESIGN STRENGTH (f'c) o v C7 /(4/ 1.,z TOTAL CU. YD. PLACED 4 a SLUMP (INCHES) AIR CONTENT ( `,ti c..2 SPECIMENS CAST 3 - y K e %) SEE CYLINDER REPORT NO. 1 3' YES NO _ ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS _ REMARKS: i?-¢ -►/�� .,/c -P s 1; e 6 "t" A/ c ,? ETC u-'14-'5 p I .a-c F II t3 7 J S; n/ L yr 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. REVISED 9/06 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY .i�LC�G(iLC�� COPIES TO: :3_ i. , -i t" �` , L CAS TESTING 12919 KIRKL N.E. KIRKLAND, EVERETT TES TING LABORATORY, INC. &INSPECT 126TH PLACE REC 1 ED.. WASHINGTON 98034 (425) 259 -0817 REPORT OOMMUNITY FIEVELOPiIdENT t - s•'�- �.. .4 -f - PREVIOUS REPORT No No. f r -` n DAT CERT. NO. FIELD TO. `3 -e 7 ) PROJ ( 5 `{ U KWitck t ) LOCH ION �a j� ! / P k . 1 C+1 �� S P7 t l AJ 5Z/7 13L M rat J'4- „1' -1 q So BLDG. PERMIT NO. See, Csivt o, r� OWNER A �` jei ( (CA -Ater ' 0 C 'V / \r 1 r, \-( 1 WEAT ER O �..�rk TEMP. AT AM AT PM EN NEER _cA� Y r2.5eic__.z vas .mss r 1 ATTN 1 (Y`, ll"' ( �1v( HITECY e A v y V C NT1 Q o (2) INSPECTION PERFORMED / RESTEEUCONCRETE � RESTEEL ONLY RESTEEUMASONRY _ STR.ST/WELDING OTHER STR.ST /BOLTING (3) ITEMS INSPECTED _ FOOTINGS AUGER CAST PILES — DRILLED PIERS 7 NDATION S /U LAB �Zl _ COLUMNS U — WALLS BEAMS — — — (L4) (AREAS) // I (5) CONCRETE/MASONRY SUPPLIER MIX NO. DESIGN STRENGTH (f c) TOTAL CU. YD. PLACED SPECIMENS CAST SLUMP (INCHES) AIR CONTENT ( %) SEE CYLINDER REPORT YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS _ — — REMARKS: A \ s F ` cf lC (a C e - L ( CL1AS (S 0(A i f 9 S 2 (O l (t&L1 a(k '5.0,6. gN(-5. _ # 9 Gf 1 C, ecxci w C r X / 1- 6 a: d u 05+ (eck (-}(ort'inci, entkorek-e, t e(oxet fi 4e,vd-, 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 7/05 INSPECTOR(S), NAME(S) PRINTE INSPECTOR SIGNATURE SIGNED BY ���- COPIES TO: ✓ - J R. 7�tz z' STRUCTURAL CALCULATIONS JOEY'S SOUTHCENTER PATIO FRAMING (REVISED) P tr it No. REVIEWED FOR CODE COMPLIANCE APPROVED FEB 21_ NOS City Of Tukwila e uILu `.ir, 4 January 25, 2008 T U KW I L LA, WASHINGTON JOB No. 0730A FILE COPY a 7 !rii: i(7} Mrs 4-77.),r3., STRUCTURAL ENGINEERS I EXPIRES JULY 21, 2009 CORRtC - r1ON p TR #.._.�_ Do`7- 18 Cary Kopczynski & Company 10500 NE 8th Street, Suite 800 Bellevue, WA. 98004 -5901 ECE�VED Phone: (425) 455 -2144 Fax: (425) 455 -2091 FEB ` -1 2008 www.ckcps.com PERMIT CENTER Rev: 580003 User. KW- 0606414, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 0730 - joey's southcenter.ecw.Calculations Description General Information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined II Section Name 2 -2x10 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Point Loads Dead Load Live Load ...distance Summary Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 424.72 psi Fb 832.72 psi Deflections Center Span... Deflection ...Location ...Length /Defl Bending Analysis Ck 29.283 Cf 1.100 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing © Supports Max. Left Reaction Max. Right Reaction Trellis - 4x10 Joist Joey's - Southcenter Mall lbs 300.0 lbs 8.875 ft Le Rb 3.000 in 9.250 in Sawn 1.250 Pin -Pin 25.000 pcf lbs lbs 0.000 ft Span= 17.75ft, Right Cant= 1.00ft, Beam Width = 3.000in x Dead Load -0.049 in 8.838 ft 4,341.7 Camber ( using 1.5 * D.L. Defi) ... @ Center 0.074 in © Left 0.000 in @ Right 0.012 in 0.510 : 1 1.5 k -ft 3.0 k -ft 1.51 k -ft at -0.00 k -ft at 0.00 k -ft -0.00 k -ft 2.97 fv 10.23 psi Fv 175.00 psi 32.647 ft 20.070 Max Moment 1.51 k -ft 0.00 k -ft 0.00 k -ft © Left Support 0.28 k 1.620 in2 175.00 psi Center Span Left Cantilever Right Cantilever Hem Fir, No.2 Fb Base Allow Fv Allow Fc Allow E lbs lbs 0.000 ft 8.838 ft 17.750 ft Total Load -0.327 in 8.838 ft 652.30 Scope : lbs lbs 0.000 ft Depth = 9.25in, Ends are Pin -Pin Reactions... Left DL Right DL Sxx 42.781 in3 CI 0.897 Sxx Reo'd 21.82 in3 0.00 in3 0.03 in3 @ Right Support 0.28 k 1.622 in2 175.00 psi Title : Joey's Southcenter Dsgnr: TRS /JAT Description : patio Framing 17.75 ft ft 1.00 ft 675.0 psi 140.0 psi 405.0 psi 1,100.0 ksi 0.04 k 0.05 k Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Lu Lu Lu lbs lbs 0.000 ft 0.3 k 4.9 k @ Left 0.19k @ Right 0.19 k Camber: @ Left 0.000 in © Center 0.074 in @ Right 0.012 in Maximum Shear * 1.5 Allowable Shear: Stress Calcs Area 27.750 in2 Allowable fb 832.72 psi 928.13 psi 925.75 psi 0.19 k Bearing Length Req'd 0.159 in 0.20 k Bearing Length Req'd 0.163 in Job # 0730 Date: 7:32AM, 25 JAN 08 17.75 ft 0.00 ft 1.00 ft lbs lbs 0.000 ft Beam Design OK Max 0.19 k Max 0.20 k lbs lbs 0.000 ft Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.008 in 0.052 in 2,942.2 463.2 Rev: 580003 User. KW-0606414, Ver 5.8.0, 1- Dec-2003 _ (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 2 0730 -joeys southcenter.ecw:Calculations Description Trellis - 4x10 Joist Joey's - Southcenter Mall Query Values M, V, & D @ Specified Locations Center Span Location = @ Right Cant. Location = © Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Joey's Southcenter Dsgnr: TRS /JAT Description : Patio Framing Scope : Job # 0730 Date: 7:32AM, 25 JAN 08 Shear Deflection 0.19 k 0.0000 in 0.19 k 0.0000 in 0.00 k 0.0000 in Rev: 580003 User. KW- 0606414, Ver 5.8.0, 1- Dec-2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 0730 -joeys southcenter.ecwCalculations General Information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Description Section Name 4x14 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Point Loads Dead Load Live Load ...distance Summary Deflections Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 @ Center @ Left @ Right Bending Analysis Ck 29.283 Cf 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Trellis - 4x14 Beam Joey's - Southcenter Mall 60.0 lbs lbs 2.500 ft I Le Rb 3.500 in 13.250 in Sawn 1.250 Pin -Pin 25.000 pcf 60.0 lbs lbs 7.000 ft Span= 28.75ft, Beam Width = 3.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 510.95 psi Fb 832.82 psi Dead Load -0.441 in 14.375 ft 781.8 " D.L. Defl) ... 0.662 in 0.000 in 0.000 in 4.36 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 7.11 fv Fv 9.266 ft 10.969 Max Moment 4.36 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.67 k 3.816 in2 175.00 psi 0.45 k 0.44 k 14.40 psi 175.00 psi Center Span Left Cantilever Right Cantilever Hem Fir, No.2 Fb Base Allow Fv Allow Fc Allow E 60.0 lbs lbs 11.500 ft Depth = 13.25in, Ends are Pin -Pin 0.614 : 1 4.4 k -ft 7.1 k -ft at 14.375 ft at 0.000 ft Total Load -0.785 in 14.375 ft 439.40 Sxx CI Scope : Reactions... Left DL Right DL Title : Joey's Southcenter Dsgnr: TRS /JAT Description : Patio Framing 28.75 ft ft ft 675.0 psi 140.0 psi 405.0 psi 1,100.0 ksi 60.0 lbs 60.0 lbs lbs lbs 16.000 ft 20.500 ft 0.7 k 8.1 k @ Left 0.45 k @ Right 0.44 k Camber: @ Left 0.000 in @ Center 0.662 in @ Right 0.000 in Maximum Shear * 1.5 Allowable Shear: 0.30 k 0.29 k Lu Lu Lu Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length /Defl 102.411 in3 Area 46.375 in2 0.987 Sxx Reo'd 62.83 in3 0.00 in3 0.00 in3 @ Right Support 0.64 k 3.682 in2 175.00 psi Allowable fb 832.82 psi 843.75 psi 843.75 psi Bearing Length Req'd 0.320 in Bearing Length Req'd 0.309 in Job # 0730 3 Date: 7:33AM, 25 JAN 08 4.50 ft 0.00 ft 0.00 ft 60.0 lbs lbs 25.000 ft lbs 300.0 lbs 14.375 ft Beam Design OK Max 0.45 k Max 0.44 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Rev: 580003 User. KW- 0606414, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 2 0730 - joey's southcenter.ecw:Calculations Description Trellis - 4x14 Beam Joey's - Southcenter Mall M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Joey's Southcenter Dsgnr: TRS /JAT Description : Patio Framing Scope : Job # 0730 Date: 7:33AM, 25 JAN 08 Shear Deflection 0.45 k 0.0000 in 0.00 k 0.0000 in 0.00 k 0.0000 in Description Section Name 2 -2x12 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Center Left Cantilever Right Cantilever Summary Bending Analysis Ck 29.283 Cf 1.000 © Center © Left Support © Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Patio Roof - 2 -2x12 Joists Joey's - Southcenter Mall Le Rb DL DL DL 3.000 in 11.250 in Sawn 1.250 Pin -Pin 25.000 pcf Span= 17.67ft, Beam Width = 3.000in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max © Left Support Max © Right Support Max. M allow 4.35 fb 561.43 psi fv Fb 824.59 psi Fv 0.00 k -ft 0.00 k -ft Deflections _ Center Span... Dead Load Deflection -0.145 in ...Location 8.835 ft ...Length /Deft 1,463.8 Camber ( using 1.5 * D.L. Defl) ... © Center 0.217 in © Left 0.000 in © Right 0.000 in 2.96 k -ft 0.00 k -ft 12.355 ft 13.616 Max Moment 2.96 k -ft 0.00 k -ft 0.00 k -ft © Left Support 0.90 k 5.147 in2 175.00 psi 0.67 k 0.67 k 20.00 #/ft #/ft #/ft 26.69 psi 175.00 psi Center Span Left Cantilever Right Cantilever Hem Fir, No.2 Fb Base Allow Fv Allow Fc Allow E Total Load -0.425 in 8.835 ft 498.98 LL LL LL Title : Joey's Southcenter Dsgnr: TRS /JAT Description : patio Framing Scope : Rev: 580003 User. KW-0606414, Ver 5.8.0, 1- Dec-2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 1 0730 - joeys southcenter.ecw..Calculations General Information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined LFull Length Uniform Loads Depth = 11.25in, Ends are Pin -Pin 0.681 : 1 3.0 k -ft 4.3 k -ft at 8.835 ft at 0.000 ft Reactions... Left DL Right DL Sxx 63.281 in3 CI 0.977 Sxx Rea 43.09 in3 0.00 in3 0.00 in3 © Right Support 0.90 k 5.147 in2 175.00 psi 17.67 ft ft ft 675.0 psi 140.0 psi 405.0 psi 1,100.0 ksi 50.00 #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear: 0.23 k 0.23 k Left Cantilever... Deflection ...Length /Deft Right Cantilever... Deflection ...Length /Defl Lu Lu Lu Stress Calcs Bearing Length Req'd Bearing Length Req'd 0.9 k 5.9 k © Left 0.67 k © Right 0.67 k Camber: © Left 0.000 in © Center 0.217 in @ Right 0.000 in Area 33.750 in2 Allowable fb 824.59 psi 843.75 psi 843.75 psi Max 0.67 k Max 0.67 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.552 in 0.552 in Job # 0730 Date: 7:33AM, 25 JAN 08 6.00 ft 0.00 ft 0.00 ft Beam Design OK 0.000 in 0.000 in 0.0 0.0 Rev. 580003 User. KW-0606414, Ver 5.8.0, 1 -0ec -2003 (c)1983 -2003 ENERCALC Engineering Software General Timber Beam Page 2 0730 -joey's southcenter.ecwCalculations Description Patio Roof - 2 -2x12 Joists Joey's - Southcenter Mall M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = © Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Joey's Southcenter Dsgnr: TRS /JAT Description : Patio Framing Scope : Job # 0730 Date: 7:33AM, 25 JAN 08 Shear Deflection 0.67 k 0.0000 in 0.00 k 0.0000 in 0.00 k 0.0000 in Rev: 580003 User. KW-0606414, Ver 5.8.0, 1 -Dec -2003 (c)1963 -2003 ENERCALC Engineering Software General Timber Beam Page 1 0730 -joeys southcenter.ecw.Calculations Description General Information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined r Section Name Prllm: 3.5x14.0 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Full Len • th Uniform Loads Center Left Cantilever Right Cantilever Summary Patio Roof - 4x14 Beam Joey's - Southcenter Mall a 3.500 in 14.000 in Manuf /So.Pine 1.250 Pin -Pin DL DL DL Span= 18.50ft, Beam Width = 3.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,616.46 psi Fb 3,538.52 psi Deflections Center Span... Deflection ...Location ...Length /Defl Dead Load -0.222 in 9.250 ft 998.8 Camber ( using 1.5 * D.L. Defl) ... © Center 0.333 in @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 19.049 Cf 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 15.40 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 33.71 fv 89.71 psi Fv 362.50 psi 8.237 ft 10.630 Max Moment 15.40 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 4.40 k 12.126 in2 362.50 psi 3.33 k 3.33 k 135.00 #/ft #/ft #/ft Title : Joey's Southcenter Dsgnr: TRS /JAT Description : Patio Framing Scope : Center Span 18.50 ft Left Cantilever ft Right Cantilever ft Truss Joist - MacMillan, Parallam 2.0E Fb Base Allow Fv Allow Fc Allow E Depth = 14.in, Ends are Pin -Pin 0.457 : 1 15.4 k -ft 33.7 k -ft at 9.250 ft at 0.000 ft Total Load -0.593 in 9.250 ft 374.54 Sxx CI LL LL LL Reactions... Left DL Right DL 114.333 in3 0.976 Sxx Read 52.23 in3 0.00 in3 0.00 in3 © Right Support 4.40 k 12.126 in2 362.50 psi 2,900.0 psi 290.0 psi 650.0 psi 2,000.0 ksi 225.00 #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear: 1.25 k 1.25 k Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Bearing Length Req'd Bearing Length Req'd Lu Lu Lu 4.4 k 17.8 k @ Left 3.33 k © Right 3.33 k Camber: @ Left 0.000 in @ Center 0.333 in © Right 0.000 in Area 49.000 in2 Allowable fb 3,538.52 psi 3,625.00 psi 3,625.00 psi 1.464 in 1.464 in Job # 0730 Date: 7:46AM, 25 JAN 08 4.00 ft 0.00 ft 0.00 ft Beam Design OK Max 3.33 k Max 3.33 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Rev: 580003 User. KW-0606414, Ver 5.8.0, 1- Dec-2003 (c)1983 -2003 ENERCALC Engineering Software Description Patio Roof - 4x14 Beam Joey's - Southcenter Mall M, V, & D @ Specified Locations @ Center Span Location = © Right Cant. Location = © Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Scope : General Timber Beam Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Joey's Southcenter Dsgnr: TRS /JAT Description : patio Framing Shear 3.33 k 0.00 k 0.00 k Job # 0730 Date: 7:46AM, 25 JAN 08 Page 2 0730 - joeys southcenter.ecw:Calculations Query Values Deflection 0.0000 in 0.0000 in 0.0000 in 0 Rev: 580000 User. KW-0606414, Ver 5.8.0, 1 -Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description Patio Column Footing Joey's - Southcenter Mall General Information Dead Load 1.300 k Live Load 2.500 k Short Term Load 0.000 k Seismic Zone 0 Overburden Weight 0.000 psf Concrete Weight 145.00 pcf LL & ST Loads Combine Load Duration Factor Column Dimension 1.330 Square Footing Design 18.00 in Allowable Soil Bearing 2,000.00 psf Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318 -02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318 -02 C.2 Rebar Requirement Actual Rebar "d" depth used 200 /Fy As Req'd by Analysis Min. Reinf % to Req'd Summary Max. Short Term Soil Pressure Allow Short Term Soil Pressure Mu : Actual Mn * Phi : Capacity 8.438 in 0.0033 0.0001 in2 0.0014 % 4.00ft square x 12.0in thick with 5- #5 bars Max. Static Soil Pressure 382.50 psf Allow Static Soil Pressure 2,000.00 psf 382.50 psf 2,660.00 psf 0.45 k -ft / ft 14.05 k -ft / ft Title : Joey's Southcenter Dsgnr: TRS /JAT Description : Patio Framing Scope : Footing Dimension Thickness #of Bars Bar Size Rebar Cover rc Fy As to USE per foot of Width Total As Req'd Min Allow % Reinf Vu : Actual One -Way Vn *Phi : Allow One -Way Job # 0730 Date: 8:04AM, 25 JAN 08 Page 1 0730 - joey's southcenter.ecw:Calculations Code Ref: ACI 318 -02, 1997 UBC, 2003 IBC, 2003 NFPA 5000 4.000 ft 12.00 in 5 5 3.250 3,000.0 psi 60,000.0 psi 0.259 in2 1.037 in2 0.0014 3.15 psi 93.11 psi 7.28 psi 186.23 psi Footing OK Vu : Actual Two -Way Vn *Phi : Allow Two -Way Alternate Rebar Selections... 6 # 4's 4 # 5's 3 # 6's 2 #7's 2 # 8's 2 #9's 1 # 10's At Shannon & Wilson, our mission is to be a progressive, well - managed professional consulting firm in the fields of engineering and applied earth sciences. Our goal is to perform our services with the highest degree of professionalism with due consideration to the best interests of the public, our clients, and our employees. Geotechnical Report Westfield Shoppingtown Southcenter Expansion Tukwila, Washington September 15, 2005 Submitted To: Mr. Robert Gross, AIA Westfield Corporation 11601 Wilshire Boulevard, Suite 10 Los Angeles, California 90025 By: Shannon at Wilson, Inc. 400 N 34 Street, Suite 100 Seattle, Washington 98103 21 -1- 20189 -004 lU stone columns is generally determined by the stone column contractor and is based on the required stone column diameter, improved soil strength and density, and drainage requirements. The stone columns should be constructed with open - graded, free - draining, crushed aggregate. We do not recommend the use of Geopiers to support the heavy column loads of the proposed garage and retail buildings because of the highly variable thickness of compressible soils and the resulting risk of differential settlements. 9.3.9 Lateral Pile Resistance SHANNON &WILSON. INC. • Lateral resistance analyses were performed to assist the structural engineer in design of the foundation system. Two types of deep foundations were analyzed: 18- inch - diameter, concrete- filled, steel pipe piles, and 20- inch - diameter augercast concrete piles. Our analyses of lateral forces acting on the pile /shaft heads were performed using the commercial computer program LPILE 4.0 by Reese et al. (2002). This software generates discrete load- deflection (p -y) curves to estimate deflection of the pile/shaft and distribution of moments and shears along the length of the pile/shaft. Analyses were performed using two soil profiles: one below the garage located south of J.C. Penney (Area C) and the other for the garage located south of Sears (Area B). No efficiency (reduction) factors due to pile group action were used, but they can be estimated if necessary. Note that steel pipe piles and augercast piles for the mall retail expansion area would likely perform similarly to the garage piles. The results of our LPILE analyses are presented graphically in Figures 10 through 13. In summary, we expect that each of the piles analyzed would experience less than 1 inch of deflection under a lateral load of 40 kips applied at the top of the pile. Pile stiffness parameters assumed in our analyses are presented on Figures 10 through 13. 9.4 Spread Footings We understand that a single -story retail building could be constructed along the western boundary of the site, as shown on Figure 2. While preliminary structural engineering has not been done for this structure, we assume that it would have relatively low wall and column loads. The subsurface conditions at this location were explored with borings RB -6 and RB -7. The soils 21.1. 20189 -004 -R l . doc/w p/EET 22 21 -1- 20189 -004 1k i SHANNON &WILSON. INC. consist of medium dense sand from approximately 4 feet on down to 20 or 25 feet. Below 20 or 25 feet, the soils become dense to very dense. Thus, for a lightly loaded building, we recommend that spread footings be used for foundation support. Some loose soils could be present at the foundation excavation depth (2 to 3 feet); however, these soils could be compacted to a dense and unyielding condition that would provide adequate support for spread footings. We recommend that footings be designed for an allowable bearing pressure of 2 OOOEounds er square foot (psf) at this location. The allowable value could be increased by one -third to account for wind and seismic loading conditions. We recommend a minimum embedment of 18 inches below the lowest adjacent grade (for frost protection). We also recommend a minimum footing width of 18 inches for continuous footings. All footing subgrades should be evaluated by a geotechnical engineer as the bearing surfaces are prepared. 9.5 Lateral Earth Pressures on Walls and Lateral Resistance for Wall Footings Lateral earth pressures will develop against buried portions of the buildings, service tunnels, and retaining walls. For below -grade walls, we recommend a static, active, lateral earth pressure corresponding to an equivalent fluid weight of 35 and 40 pounds per cubic foot (pcf) for compacted, imported structural fill and compacted on -site soil, respectively. These values are based on the assumption that proper drainage is provided against the back of the wall so that no buildup of hydrostatic pressure occurs and that a horizontal ground surface is behind the wall. Wall drainage should consist of a 1- foot -thick (minimum) layer of clean drainage gravel placed against the wall and a perforated footing drain at the base of the wall. The total active earth pressure should be analyzed for seismic loading conditions using a dynamic load increment equal to 30 percent of the static, active earth force for both the imported fill and on -site soil cases. This percent load increment should be applied as a uniform load to the wall, with the resultant force acting at the midpoint of the wall height. A 30 percent load increase for seismic conditions is consistent with a pseudo- static analysis using the Mononobe- Okabe equation for lateral earth pressures and a horizontal seismic coefficient of 0.13g. Values of the seismic coefficient are typically one -third to one -half the value of the PGA. • For retaining walls founded on footings, lateral loads could be resisted by a combination of base friction and passive pressure against the footings and buried portions of walls. We recommend that the base sliding resistance for footings be determined based on an allowable coefficient of friction of 0.35 for on -site fill soil. We recommend an allowable passive pressure of 520 pcf and 21 -1- 20189 - 004- R1.doc/wp/EET • 23 21 -1- 20189 -004 II- -W S WILSONdNCs October 27, 2005 Mr. Cary Stump Westfield Corporation 11601 Wilshire Boulevard, 10 Floor Los Angeles, CA 90025 RE: CONTRACT FOR DESIGN- BUILENERVIIGESO ' ,FWA §$OP I SOUTHCENTER EXPANSION, TUILA, WASHINGTON ,- the V I c Dear Mr. Stump: Of .. At your request, we are providing our geotechnical report for the Westfield Shoppingtown Southcenter Expansion project to several different contractors for ,theirseview_prior to, _ preparing bids for design and construction of two parking garages. We prepared this report for Westfield Corporation's own purposes based upon WVestfield'spreferences, design concepts : _: <. and appetite for risk. It is being provided to design/build contractors and their consultant teams for preliminary informational purposes only The geotechnical report in its entirety is not part of the contract documents. Prospective contractors may only rely upon the factual data '' contained in this report at the time, location, and elevations that the data was obtained. Prospective contractors have no right to rely upon the interpretations, opinions, judgments, or conclusions contained in the report, and they should familiarize themselves with the conditions at the site and retain their own geotechnical experts to interpret that factual data. Based on their judgment, they should perform additional testing, analysis and/or inspection as they deem necessary prior to bidding and include provisions for same in their bids. Please call me at 206 - 695 -6875 if you have any questions. Sincerely, SHANNON & WILSON, INC. Martin W. Page, P.E., L.E.G. Associate MWP:MD /mwp c: JTM Construction Lydig Construction Bayley Construction 21 -1- 20189- 004- L4 /wp/LKD 400 NORTH 34TH STREET • SUITE 100 P.O. BOX 300303 SEATTLE, WASHINGTON 98103 206.632.8020 FAX 206. 695.6777 TDD: 1.800.833.6388 www.shannonwilson.com FILE COPY Permit No. CORRECTION LTR# tO7b1L9 RECEIVED FEB -1 2008 PERMIT CENTER 21- 1- 20189 -004 ALASKA COLORADO FLORIDA MISSOURI OREGON WASHINGTON At Shannon & Wilson, our mission is to be a progressive, well - managed professional consulting firm in the fields of engineering and applied earth sciences. Our goal is to perform our services with the highest degree of professionalism with due consideration to the best interests of the public, our clients, and our employees. Geotechnical Report Westfield Shoppingtown Southcenter Expansion Tukwila, Washington September 15, 2005 Submitted To: Mr. Robert Gross, AIA Westfield Corporation 11601 Wilshire Boulevard, Suite 10 Los Angeles, California 90025 By: Shannon & Wilson, Inc. 400 N 34 Street, Suite 100 Seattle, Washington 98103 21 -1- 20189 -004 EXECUTIVE SUMMARY SHANNON &WILSON. INC. This report contains the results of our geotechnical field explorations and engineering studies performed for the Westfield Shoppingtown Southcenter Expansion project. The currently proposed expansion may include an expansion of the two -story retail mall space with a third - floor theater, a multi -story parking garage south of Sears, a parking garage south of J.C. Penny, and a single -story retail building west of Sears. Architectural planning and engineering studies continue, and some changes in the development program may result. This report addresses recent changes to the expansion plans and is applicable to design alternatives as of September 2005. Subsurface Conditions. In general, the subsurface soils consist of fill material, soft estuarine deposits, and dense to very dense alluvial sand and gravel deposits. The fill and soft estuarine deposits extend to depths ranging from 20 to 150 feet below the existing ground surface. Groundwater was encountered between elevations 27 feet and 17 feet, and is lower toward the eastern side of the site. Effects on Design and Construction. The effects of these subsurface conditions on the design and construction of the Southcenter Expansion can be summarized as follows: ► The upper 35 to 40 feet of soils contain layers that are susceptible to earthquake - induced liquefaction and settlement. ► The deeper dense sand layers will support high- capacity foundation piles extending to a wide range of depths. ► The small retail building in Area D, at the west side of the expansion area, can be supported on spread footings. ► Groundwater may be encountered during subsurface excavations, but should be limited and easily controlled. Seismic Design. The project is located in a moderately active seismic zone. The subsurface soils beneath the project have a moderate susceptibility to liquefaction to a depth of about 40 feet. Liquefaction - induced ground surface settlements are estimated to be on the order of 4 to 10 inches. In accordance with the 2003 International Building Code, the site is classified as a Soil Type SE. 21- 1- 20189 - 004 - RI.doc/wp/EET 1 21 -1- 20189 -004 SHANNON &WILSON. INC. Foundation Design. Based on the results of our site explorations and test pile program, we recommend that the proposed structures be supported on deep foundations, including driven and drilled piles, bearing in the underlying, dense alluvial deposit. Driven, closed -end steel pipe piles could be installed to develop design loads of up to 450 kips for 18- inch - diameter piles or up to 500 kips for 20- inch - diameter piles. Higher capacities would be possible if pipe with thicker walls or higher strength steel is used. Lower capacities may be achieved with smaller- diameter piles. Drilled 20- inch - diameter augercast concrete piles could be installed to develop 300 to 500 kips per pile. All pile types will be installed to variable depths for any given building. Geotechnical analysis of lateral resistance of the piles indicates that they would perform satisfactorily under anticipated loading. Subgrade Preparation. For floor slab construction, we recommend excavating the site as needed, then compacting the upper 18 inches of the subgrade to 95 percent of the Modified Proctor maximum dry density. We understand that the site grades will be raised by adding up to 2 feet of fill. We expect that floor slabs could be supported on grade provided they are designed to accommodate up to 1.5 inch of settlements under static conditions. The design level seismic event could cause greater slab settlements. If seismically induced settlements or the estimated static settlement caused by raising the site grade are not tolerable, then the slabs should be structurally supported. 21 -1- 20189- 004 -R l .doc/wp/EET 11 21 -1- 20189 -004 i i i t i i TABLE OF CONTENTS 21- 1- 20189-004- RI.doclwp/EET i r SHANNON FIWILSON. INC. Page EXECUTIVE SUMMARY i 1.0 INTRODUCTION 1 2.0 PURPOSE AND SCOPE 1 3.0 SITE AND PROJECT DESCRIPTION 2 4.0 SUBSURFACE EXPLORATION PROGRAM 3 5.0 GEOTECHNICAL LABORATORY TESTING 4 6.0 GEOLOGY 4 7.0 SUBSURFACE CONDITIONS 6 7.1 Area A — Mall and Theater 7 7.2 Area B — Sears Parking Garage 7 7.3 Area C — J.C. Penney Parking Garage 7 7.4 Area D — Single -story Retail 7 7.5 Groundwater Conditions 8 8.0 PILE TEST PROGRAM 8 8.1 Driven Steel Pipe Piles 9 8.2 Augercast Piles 10 9.0 ENGINEERING CONCLUSIONS AND RECOMMENDATIONS 12 9.1 Analyses Based on Observed Conditions and Design Requirements 12 9.2 Earthquake Engineering 12 9.2.1 Ground Motions 12 9.2.2 Earthquake - induced Geologic Hazards 14 9.3 Deep Foundations 15 9.3.1 Pile Design Requirements 15 9.3.2 Axial Pile Capacities 16 9.3.3 Estimated Pile Lengths 17 9.3.4 Estimated Settlements of Pile Foundations 17 9.3.5 Pile - driving Criteria 18 9.3.5.1 Pile Driving Monitoring 19 9.3.6 Existing Building Foundations 19 9.3.7 Micropiles 20 9.3.8 Ground Improvement Alternatives 21 21 -1- 20189 -004 I I I I 1 9 i s TABLE OF CONTENTS (cont.) 21 -1- 20189- 004-RLdoc/wp/EET iv SHANNON &WILSON. INC. Page 9.3.8.1 Stone Columns 21 9.3.8.2 Geop Stone Columns 21 9.3.9 Lateral Pile Resistance 22 9.4 Spread Footings 22 9.5 Lateral Earth Pressures on Walls and Lateral Resistance for Wall Footings 23 9.6 Slabs -on -grade Subgrade Recommendations 24 9.7 Permanent Groundwater and Surface Water Drainage and Control 25 9.8 Backfill Material, Placement, and Compaction 26 9.9 Site Grading, Excavation, and Temporary Cut Slopes 27 9.9.1 Site Grading 27 9.9.2 Excavations 27 10.0 CONSTRUCTION CONSIDERATIONS 28 10.1 Driven Pile Installation 28 10.1.1 Pile- driving Equipment 28 10.1.2 Pile- driving Conditions 29 10.1.3 Monitoring Pile Driving 29 10.1.4 Pile- driving Vibrations, Movement Monitoring, and Noise Levels 29 10.2 Augercast Concrete Pile Installation 30 10.3 Wet Weather Earthwork 31 10.4 Construction Observation 32 11.0 LIMITATIONS 33 12.0 REFERENCES 35 21 -1- 20189 -004 i i i i i 1 i TABLE OF CONTENTS (cont.) Figure No. Appendix A B C D 21 -1- 20189- 004- R1.doc/wp/EET Pile Driving Data Sheet TABLE LIST OF FIGURES 1 Vicinity Map 2 Site and Exploration Plan 3 Generalized Subsurface Profile A -A' 4 Generalized Subsurface Profile B -B' 5 Generalized Subsurface Profile C -C' 6 Generalized Subsurface Profile D -D' 7 Estimated Pile Tip Elevation Map 8 Areas B and A, Estimated Axial Capacity, 9 Areas C and A, Estimated Axial Capacity, 10 Lateral Resistance Analyses, 20-in.-Diam. 11 Lateral Resistance Analyses, 18 -in. -Diam. LIST OF APPENDICES Subsurface Explorations Geotechnical Laboratory Testing Procedures and Results Liquefaction Potential Important Information About Your Geotechnical Report SHANNON WILSON, INC. 20 -in. -Diam. Augercast Pile 18 -in. -Diam. Steel Pipe Pile Augercast Pile Steel Pipe Pile 21 -1- 20189 -004 21-1-20189-004-RI .dodwp/EET GEOTECHNICAL REPORT WESTFIELD SHOPPINGTOWN SOUTHCENTER EXPANSION TUKWILA, WASHINGTON 1.0 INTRODUCTION 2.0 PURPOSE AND SCOPE 1 SHANNON EIWILSON. INC. This geotechnical report presents the results of our field explorations, laboratory testing, test pile program, and engineering analyses. Based on our studies, we have developed design recommendations and conclusions for the proposed expansion of Westfield Shoppingtown Southcenter (Southcenter). Refer to the Vicinity Map, Figure 1, for the project location. We understand that architectural planning and structural design are currently in the final phase. Based on plans provided by Westfield Corporation, the proposed Southcenter Expansion may consist of the following elements: ► A multi- storied parking garage located south of Sears (Area B). ► A multi- storied parking garage located south of J.C. Penney (Area C). ► A two -story mall expansion with retail shops, and a third -floor theater over a portion of the retail expansion (Area A). ► A single -story retail building located west of the Area B garage (this may be eliminated). The Site and Exploration Plan, Figure 2, illustrates the locations of these project features. We understand that existing foundation piles will not be reused under the Area A expansion. All structures will require new foundations. We understand that pedestrian egress tunnels will be incorporated into the Area A retail expansion. These tunnels will involve excavations to approximately 10 feet deep. The purpose and scope of our services were to explore the subsurface conditions, summarize the exploration and laboratory test data, and provide geotechnical reconunendations for the foundation, pavement, and seismic design of the proposed Southcenter Expansion. Our services included the following: 21-1-20189-004 B i4w) J ► Identifying and reviewing existing geotechnical information. ► Drilling and sampling seven deep soil borings (designated RB -1 through RB -7). ► Drilling and sampling two shallow observation wells (designated RB -8 and RB -9). ► Performing two deep piezocone probes (also called cone penetration tests or CPTs, designated CPT -1 and CPT -2), one of which was also a seismic CPT that measured shear wave velocity. ► Preparing four generalized subsurface profiles throughout the project site. ► Conducting engineering and seismic analyses. ► Observing and evaluating a test pile program. ► Summarizing our conclusions and recommendations in this report. We reviewed the following existing Southcenter geotechnical reports: ► Shannon & Wilson, Inc., 1962, Report of Foundation Investigation, South Center Shopping Center, Tukwila, Washington: Shannon & Wilson, Inc., Seattle, Washington. Report No. W -722, January. ► Shannon & Wilson, Inc., 1966, Report on Foundation Investigation for the Shell Structure, Southcenter Shopping Center. Tukwila, Washington: Shannon & Wilson, Inc., Seattle, Washington. Report No. W65- 722 -3, August. ► Shannon & Wilson, Inc., 1966, Report on Foundation Investigation, J.C. Penney Co. Building, Southcenter Shopping Center, Tukwila, Washington: Shannon & Wilson, Inc., Seattle, Washington. Report No. W65- 722-4, August. ► Shannon & Wilson, Inc., 1966, Report on Foundation Investigation, Frederick and Nelson Building, Southcenter, Tukwila, Washington: Shannon & Wilson, Inc., Seattle, Washington. Report No. W65- 722 -5, August. In addition, we reviewed some of the correspondence and pile driving records in our files from the 1961 to 1967 construction period. The Westfield Shoppingtown Southcenter Expansion is located southeast of the intersection of Southcenter Boulevard and State Route (SR) 405, as shown on the Vicinity Map, Figure 1. The proposed project site is located within the current parking lot on the south side of the mall. The site is generally flat with only a slight grade change from east to west. The west side of the site 21 -1- 20189. 004- Rl.doc/wp/EEr 3.0 SITE AND PROJECT DESCRIPTION 2 SHANNON &WILSON. INC. 21 -1- 20189 -004 1 1 21 -1- 20189- 004 -R I .dodwp/EET 4.0 SUBSURFACE EXPLORATION PROGRAM 3 SHANNON &WILSON, INC. is at approximate elevation 30 feet, and the ground surface 1,500 feet to the east is at approximate elevation 24 feet. The site was within the floodplain of the Green River prior to being leveled between 1959 and 1962 when up to 20 feet of fill was placed over the middle and eastern portion of the site, much of it derived from cuts on the western side of the site. At the time of our geotechnical studies in the early 1960s, we had estimated that up to 4 feet of settlement could occur because of site filling. The settlement was expected to occur over a period of about 30 years. The fill has been in place now for over 40 years, and we expect that the settlement has essentially stopped. Thus, future settlements are likely to be minimal, i.e., under 1 inch in static conditions provided grades remain unchanged. Seismically induced settlements could be more, as discussed in Section 8.2.2. Existing retail structures at the site, such as J.C. Penney, Sears, Macy's and the mall shell structure, are mostly supported on deep foundations: generally, driven steel piles that extend through the fill and the underlying soft/loose sediments to bear in dense to very dense alluvial soils. Western portions of the mall shell structure, Macy's, and Sears buildings are supported on spread footings. The depth to the bearing soils is highly variable across the site. The approximate locations of the existing and proposed project features are shown on the Site and Exploration Plan, Figure 2. The garage south of J.C. Penney (Area C) will be a two -story structure a ground floor at approximate existing grade. The garage south of Sears (Area B) will be a two -story structure with a ground floor at approximate existing grade. The proposed mall expansion (Area A) will be a two -story structure with a third -floor theater over a portion of the mall. A single -story retail building (Area D) is proposed for the western edge of the site, as shown on Figure 2. The single - story retail building may be eliminated during final design development. Subsurface conditions at the Westfield Shoppingtown Southcenter Expansion project were interpreted from seven soil borings, two observation wells, two CPTs, and a review of previously completed soil borings. The locations of the borings, observation wells, and CPTs are shown on Figure 2. The borings and wells were drilled with a combination of hollow -stem auger and mud 21 -1- 20189 -004 i I 21 -1- 20189- 004- RI.doc/wp/EET 5.0 GEOTECHNICAL LABORATORY TESTING 6.0 GEOLOGY 4 SHANNON &WILSON. INC. rotary techniques. The deep borings were drilled to depths ranging from 49 and 201 feet. The observation wells were about 30 feet deep, and the CPTs ranged from 49 to 142 feet deep. The logs for the recent borings, wells, and CPTs are presented in Appendix A, Subsurface Explorations. Additionally, we have included 19 boring logs from our studies in 1962 and 1966. A description of the field methods and procedures used during drilling, sampling, and pushing the cones is included in Appendix A. Our scope of services did not include environmental services, except that we screened the boring and observation well soil samples above the water table with a photoionization detector (PID) to determine if petroleum -based volatile organic compounds were present. No volatiles were observed during our screening. An evaluation of methane gas in the subsurface soils was performed by our firm. The results presented in our report titled, "Soil Gas Study," dated February 28, 2005, indicate that methane gas is produced beneath the site, and mitigation measures are presented in the Soil Gas Study. Geotechnical laboratory tests were performed on selected samples retrieved from the borings and observation wells to determine soil index and engineering properties encountered at the site. The tests were performed in the Shannon & Wilson soils laboratory by an experienced technician or engineer. The soil tests included visual classification, natural water content, grain size distributions, Atterberg limits, and consolidation. Descriptions of the test methods and summaries of the test results are presented in Appendix B, Geotechnical Laboratory Testing. The natural water content and Atterberg limits are also shown on the boring logs in Appendix A. Southcenter is located in the central portion of the Puget Sound Lowland (Lowland), an elongated topographic and structural depression bordered by the Cascade Mountains on the east and the Olympic Mountains on the west. The Lowland is characterized by low, rolling relief with some deeply cut ravines. In general, the ground surface elevation is within 500 feet of sea level. The Lowland was filled to significant depths by glacial and nonglacial sediments during the Pleistocene Epoch, although bedrock outcrops in several locations throughout the area, 21 -1- 20189 -004 1 I SHANNON FsWILSON. INC. including the ridge approximately one mile north of the project site. Elsewhere, the rock is deeply buried by Pleistocene and Holocene sediments. The depth to bedrock below the project site is not known but may be more on the order of 1,000 feet or more. Geologists generally agree that the Puget Sound area was subjected to at least four major glacial events during the Pleistocene Epoch. These originated in the Coastal Mountains and the Vancouver Range of British Columbia, and advanced as far south as about halfway between Olympia and Centralia (about 80 miles south of Seattle). The Pleistocene stratigraphic record in the central portion of the Lowland is a complex sequence of glacially derived and interglacial sediments. Erosion of certain deposits, as well as local deposition of colluvial and alluvial sediments, complicates the geologic story. The project site is located in the Green River Valley, in what used to be a floodplain prior to human modification of one of the source tributaries (White River) at the turn of the century. Prehistorically, the site was an active tidal flat and marine estuary at the mouth of the Green/White Rivers. During the most recent glacial event, Vashon Drift soils comprised of silt, sand, and gravel were deposited across the area. Many of the glacial deposits were overridden by the advancing glaciers and consolidated under very high loads. Following the recession of the glacial ice from the Lowland, the ground rebounded and the sea level rose. Rebound ceased about 9,000 years ago, but sea level continued to rise until about 5,000 years ago. Post - glacial erosion and fluvial processes in the Green River Valley have removed and reworked the glacial deposits and deposited unconsolidated estuarine soils (silt and clay) over the dense, glacial material as the delta of the Green/White Rivers advanced toward the Puget Sound. The unconsolidated estuarine deposits consist of fine- grained soils deposited in the Green/White River delta, including the project site. They range from clayey silt to silty clay and contain layers or lenses of fine sand, fine organics, and shell fragments. Between 1959 and 1962, portions of the Green River floodplain were filled to the existing ground surface with soils excavated from the upland slopes to the west. The majority of these fill materials were placed without systematic compaction or compaction quality control. 21- 1- 20189- 004-R1.doe/wp/EEI 5 21 -1- 20189 -004 7.0 SUBSURFACE CONDITIONS SHANNON &WILSON, INC. Based on the soils encountered during the subsurface explorations, the site is underlain by a sequence of fill material, estuarine sediments, and alluvial sand and gravels. The surface fill layer, placed between 1959 and 1961, generally consists of medium dense, sandy silt and silty sand. It also contains scattered gravel and, toward the eastern side of the site, cobbles. It appears to be up to 20 feet thick and, according to our records, was not systematically compacted to any specified in -place density. The fill overlies a deposit of estuarine sediments consisting of very soft to soft silt and clay with numerous organic particles and discontinuous layers of fibrous peat. The peat layers are generally less than one foot thick and are often mixed with clayey silt. We also encountered discontinuous lenses and layers of loose to medium dense sand within the thicker estuarine deposit. The sand layers vary from clean to silty and are discontinuous across the site. These sands may have been deposited as lahar runout deposits. A lahar flow is a gravity-driven mixture 1 of sediment and water that originates from a volcano (Mount Rainier in this case). Lahar flows can deposit sediments many miles from the point of origin. There have been several lahar flows in the Kent and Duwamish Valleys (including the project site) over the past 5,000 years (Zehfuss et al., 2003). Underlying the estuarine deposit is an alluvial sediment deposit consisting of layers of silty sand, gravelly sand and sandy gravel. These granular soils have been overconsolidated by glacial ice and are generally dense to very dense. The thickness of these three typical soil deposits varies widely across the site in both east -west and north -south directions. Note that the thickness of fill and estuarine deposits decreases to the west side of the site and is not present in borings RB -6 or RB -7. The dense to very dense alluvial soils were found approximately 20 feet deep in boring RB -6, and 150 feet deep in RB -1, located on the east side of the site. We have prepared four generalized subsurface profiles to illustrate the variability of subsurface conditions across the site. These are presented as Generalized Subsurface Profiles A -A', B -B', C -C', and D -D'. The following paragraphs summarize the general subsurface conditions at each proposed building location. 21- 1- 20189 - 004- R1.doc/Wp/EET 6 21 -1- 20189 -004 i i 7.1 Area A — Mall and Theater SHANNON FiWILSON, INC. Generalized subsurface profiles C -C' and D -D' have been prepared to illustrate subsurface conditions below the mall expansion area. These profiles were developed from recent borings RB -2, RB -3, RB -7, and CPT -2. Several borings from our studies in 1962 and 1966 were also used to identify subsurface conditions typical for the mall area. As shown in profiles C -C' and D -D', the fill layer is approximately 15 to 20 feet thick below the mall expansion area. The depth to medium dense to very dense alluvial soils ranges from 35 feet (B -123) on the west side to 135 feet (CPT -1) on the east side. 7.2 Area B — Sears Parking Garage The subsurface conditions below the proposed parking garage were identified by recent borings RB-4, RB -5, and RB -8. Borings B -122 and B -123 from our 1966 studies identify the subsurface conditions likely to be found along the north side of the garage. Generalized subsurface profiles B -B' and C -C' illustrate typical conditions in the north -south and east -west directions, respectively. In general, the depth to the alluvial layer ranges from 40 to 65 feet deep north to south, respectively, and 15 to 40 feet west to east, respectively. 1 7.3 Area C — J.C. Penney Parking Garage The subsurface conditions below the proposed parking garage south of J.C. Penney were identified by recent borings RB -1, RB -9, and cone penetration test CPT -1. Older borings B -117 and B -119 also identify the subsurface conditions typical for this area of the site. Generalized subsurface profiles A -A' and C -C' illustrate typical subsurface conditions in the north -south and east -west directions, respectively. In general, the depth to the dense alluvial layer ranges from 100 to 120 feet north to south, respectively, and 110 to 120 feet west to east, respectively. Very dense, alluvial soils are as deep as 150 feet a the south side of Area C. 7.4 Area D — Single -story Retail The subsurface conditions below the proposed retail building were identified by recent borings RB -6 and RB -7. Both borings encountered medium dense silty sand within about 5 feet of the ground surface. Medium dense sand or silt was generally present to depths of 20 to 27 feet. Below these depths, the soil consists of dense to very dense sand, sandy gravel, or silt. 21 -1- 20189- 004- Ri.dodwp/EET 7 21 -1- 20189 -004 i 7.5 Groundwater Conditions Groundwater monitoring wells (piezometers) were installed in borings RB -3, RB -8, and RB -9 to monitor static water levels. The screened section of the piezometer in RB -3 was screened between 62 feet and 72 feet. Piezometers in RB -8 and RB -9 were screened from 20 to 30 feet deep. In general, groundwater was measure at 6.8 feet deep (elevation 20.2 feet) in RB -8, 13.8 feet deep (elevation 13.2 feet) in RB -3, and 12 feet deep (elevation 13 feet) in RB -9. It appears that a horizontal gradient of about 7 feet across the site flows from west to east. The proposed subsurface parking structure below Area A could encounter groundwater toward the west side of the excavation, depending on how deep it extends. Also note that groundwater elevations could fluctuate seasonally. We recommend that additional groundwater readings be obtained through the coming winter season. Our firm has observed and evaluated a series of pile load tests at Westfield Shoppingtown Southcenter as part of our studies and preparation of this report. The purpose of the pile load test program was to refine soil structure interaction assumptions used to estimate pile lengths, e.g., ultimate skin friction and end bearing values for both driven steel pipe piles and augercast concrete piles. These results were used to develop pile installation criteria and to refine the estimated embedment lengths vs. axial capacity. The test pile program included driving six instrumented steel pipe piles at the proposed Area C (J.C. Penney) garage site and the Area A mall expansion zone in July 2005. The steel piles were installed by Dewitt Construction, Inc. Dynamic testing of the piles during driving was accomplished by Robert Miner Dynamic Testing, Inc. (RMDTI). The load test program also included two instrumented augercast concrete piles installed at the Area B (Sears) garage site in August 2005. Augercast piles were installed by Dewitt Construction and subjected to static load tests by Precision Measurements, Inc. (PMI). Additional details of the pile installations and testing are presented in the report titled "Pile Load test Results, Westfield Shoppingtown Southcenter, Tukwila, Washington," copies of which are available from the owner. 21 -1- 20189- 004- R1.doclwp/EET 8.0 PILE TEST PROGRAM 8 SHANNON &WILSON. INC. 21 -1- 20189 -004 SHANNON &WILSON. INC. 8.1 Driven Steel Pipe Piles Driven piles consisted of 18- inch - diameter, closed -end steel pipe piles with 1/2- inch -thick wall. The piles were driven to a preliminary penetration resistance corresponding to an ultimate capacity of 600 kips (two times the design capacity of 300 kips). The penetration resistance driving criteria were based on wave equation analyses (WEAP) using assumed soil - structure dynamic interaction values and the energy values associated with a Delmag D30 -32 open -end diesel hammer. Pile driving analyzer (PDA) measurements were performed by RMDTI for each pile when they reached a driving resistance that met the preliminary driving criteria. Five piles were monitored during restrike that occurred after a period of 24 hours. The purpose of the restrike analysis was to evaluate increases in skin friction caused by time - dependent pore pressure dissipation in the soil, i.e., soil set -up. A Case Pile Wave Analysis Program (CAPWAP) was performed for each pile at the point when the preliminary WEAP driving criteria were met. CAPWAP analyses were performed for the restrike condition of five test piles. Based on our observations of pile driving and review of the Pile Dynamic Analyses results, it is our opinion that the 18- inch - diameter piles will derive significant capacity from time- dependant skin friction development, also known as soil set -up. CAPWAP analyses of the restrike condition confirm that increased skin friction capacity develops over time following the initial drive. The 18- inch - diameter test piles developed allowable capacities on the order of 400 to 450 kips although they were installed to the driving criteria that we developed for 300 kips. This confirms that additional capacity due to soil set -up can be assumed with reasonable confidence. ANF & Associates, the project structural engineer, has provided preliminary estimates of column loads for the parking structures and mall expansion areas. These loads will range from 275 kips to 500 kips, depending on the spacing between columns. For planning purposes, we have prepared an Estimated Pile Tip Elevation Map, Figure 7, which indicates the tip elevation for both driven steel pipe piles and augercast concrete piles. We recommend that longer piles located to the east of the —50 -foot elevation contour, shown as a solid bold line in Figure 7, consist of steel pipe piles. Steel pipe piles are appropriate for deep foundations where the depth exceeds about 80 feet. Augercast piles should not be used to the east of the —50 -foot contour line. Note that test pile SP -1, driven to the west of the —50 -foot contour line, developed an allowable capacity of approximately 350 kips at a depth of 59 feet. This relatively shallow pile 21 -1- 20189- 004 -R l.dodwp/EET 9 21 -1- 20189 -004 SHANNON &WILSON, INC. depth indicates that augercast piles would be more appropriate to support the structure at this location. The pile tip elevations shown on the right side of Figure 7 are valid for steel pipe piles of various diameters and allowable capacities. Dynamic analyses indicate that 18 —inch- diameter steel pipe piles could be driven at the site to develop allowable capacities of 450 kips with a factor of safety of 2. We expect that higher allowable capacities could be developed with heavier driving equipment and high- strength steel pipe. If piles are to be used for an allowable load of 500 kips or more, we recommend that 20- inch - diameter (minimum), closed -end pipe piles be used. Based on data from the dynamic pile tests and our subsequent WEAP analyses, we estimate that 16- inch - diameter piles could be driven to develop allowable capacities of approximately 250 kips, while 14 -inch- diameter piles could develop 200 kips with an adequate factor of safety for. Note that the lengths of smaller diameter piles, if they are used, would be similar to the 18 -inch test piles at the proposed Area C garage and the eastern portion of the mall expansion. Shorter driving lengths of piles will not be likely here because all driven piles must penetrate into and derive friction and end bearing in the very dense granular soils. Please note that if piles with smaller diameters are to be considered for the project, they will need to have %8- to 1/2- inch -thick walls and be of high- strength steel (minimum 45 ksi) to avoid pile damage during driving. Any piles proposed for this project that are different from the 18 -inch test piles should be evaluated using the wave equation analysis program to determine driving criteria and assess potential dynamic pile - driving stresses. It should be noted that the pile tip elevations shown in Figure 7 are approximated from a limited number of widely scattered data points. Variations in pile lengths due to local soil conditions will occur. Considering the number of data points and variability of ground conditions, we estimate with a confidence level of about 80 percent that the average production pile tip elevations will be within 5 feet of the estimated elevations shown in Figure 7, provided similar hammer energy is used for production driving. 8.2 Augercast Piles Two 20- inch - diameter augercast piles were installed into the medium dense to very dense bearing layer. Augercast test piles, designated AC -1 and AC -2, were installed to depths of 72 feet and 78.5 feet, respectively. The locations are shown in Figure 7. Four reaction piles 21 -1- 20189- 004- R1.doc/wp/EET 10 21 -1- 20189 -004 were installed at each load test location. The reaction system, consisting of steel H -beams attached to reaction piles, had a maximum loading capacity of 360 tons (720 kips). SHANNON &WILSON. INC. An instrumented static load test was performed by PMI on each augercast test pile to confirm skin friction and end bearing values. Instrumented static load tests were conducted in general accordance with American Society for Testing and Materials (ASTM) D 1143 -81, Standard Test Method for Piles Under Static Axial Compressive Load. Strain gauges (Geokon 4150) were attached at the following locations within the pile: ► Within two diameters of the pile base. ► Within the upper 8 feet of the pile top. ► Evenly spaced at 10 -foot intervals for the remaining length. Augercast piles were loaded to the maximum capacity of the test apparatus and experienced approximately 1/2- to % -inch settlement. Results from static load tests AC -1 and AC -2 on the two 20- inch - diameter augercast piles also indicate significantly greater skin friction capacity than we originally anticipated. Our calculations based on data from strain gauges located within the medium dense to very dense bearing layer indicate that an ultimate skin friction value of 4.0 kips per square foot can be developed within this layer. Total movement of the pile top and strain data from near the pile toe indicate that failure of the soil at the toe of the pile (an indicator of ultimate toe resistance) was not achieved during either of the load tests. Based on the observed ultimate toe bearing capacity of driven piles to the east of Area B and from correlations between toe capacities for drilled and driven piles, we recommend that an ultimate toe bearing capacity of 70 kips per square foot be used for design purposes. Settlements are expected to be less than %2 inch. For augercast pile design based on data from load tests, allowable axial pile loads are typically computed by applying a factor -of- safety of 2 to the ultimate skin friction and toe bearing capacities. In addition, a minimum embedment into the bearing layer is required in order adequately develop toe bearing capacity. In Figure 8, we present axial capacities for a 20 -inch- diameter augercast pile. Although this figure is based on our observations during the pile load test conducted in Area B, the results (other than total pile length which should be based on the actual bearing layer elevation) are typical for augercast piles located in Area B and in the western 21 -1- 20189- 004- RI.doc/wp/EEC • 11 21 -1- 20189 -004 SHANNON &WILSON. INC. portion of the mall expansion area (Area A). Augercast piles typically are not constructed with total lengths in excess of 85 to 90 feet because of installation and quality control limitations. For cost estimation purposes, augercast pile tip elevations in Figure 7 reflect an assumed 25 -foot embedment into the bearing layer. This embedment will provide for an allowable capacity of 450 kips on a 20 -inch augercast pile. Lower capacities can be achieved by shortening the piles or by reducing the pile diameter. Additional studies by the structural engineer(s) will be necessary to determine the necessary pile lengths and the cost estimate. Note that, as with driven piles, tip elevation contours presented in Figure 7 are approximate, and some differences with the actual bearing elevation should be expected during construction. While a shorter minimum embedment length may be acceptable for lower design loads, in no case should an augercast pile be embedded less than 10 feet into the bearing layer. During construction, we recommend that a geotechnical engineer from our firm be on site full -time in order to document the installation of piles and to determine when suitable embedment has been achieved. 9.0 ENGINEERING CONCLUSIONS AND RECOMMENDATIONS 9.1 Analyses Based on Observed Conditions and Design Requirements Based on the subsurface conditions encountered in the field explorations, the test pile program, and our understanding of the project, engineering studies were performed to develop conclusions and recommendations regarding the following: (a) seismic design criteria, (b) seismically induced geologic hazards, (c) deep foundations for the proposed structures, (d) lateral earth pressures and resistance, (e) pavement design parameters for the interior concrete slabs, (f) drainage, (g) backfill material, and (h) temporary cut slopes. Discussions of our studies, analyses, and conclusions are presented in the following sections. 9.2 Earthquake Engineering 9.2.1 Ground Motions The project is located in a moderately active seismic region. While the region has historically experienced moderate to large earthquakes (i.e., April 13, 1949, magnitude 7.1 Olympia Earthquake; April 29, 1965, magnitude 6.5 Seattle- Tacoma Earthquake; February 28, 2001, magnitude 6.8 Nisqually Earthquake), geologic evidence suggests that larger earthquakes 21 -1- 20189-004- RI.dochvp/EEr 12 21 -1- 20189 -004 7 i i 21 -1- 20189- 004 -R 1.doc/wp/EET 13 SHANNON &WILSON. INC. have occurred in the prehistoric past and will continue to occur in the future (e.g., magnitude 8.5 to 9.0 Cascadia Subduction Zone Interplate events, magnitude 7.5 Seattle Fault events). We understand that the project will be designed in accordance with the 2003 International Building Code (IBC, 2003). The IBC requires that the seismicity of the region be considered in building design by requiring that structures be designed for earthquake ground motions with a 2 percent chance of being exceeded in 50 years (2,500 -year recurrence). Computation of forces used for seismic design for the IBC 2003 code is based on seismological input and site soil response factors. In general, we found that the soft soils underlying the proposed expansion site contain pockets and layers of potentially liquefiable sands, but that these soils are not laterally or vertically continuous across the site. Consequently, the potential for soil liquefaction under the site is moderate. The IBC seismological inputs are short -period spectral acceleration, Ss, and spectral acceleration at the 1- second period, Si, shown on Figure 1615 in the code. Ss and Si are for a maximum considered earthquake, which correspond to ground motions with a 2 percent probability of exceedance in 50 years, or about a 2,500 -year return period (with a deterministic maximum cap in some regions). The mapped spectral response acceleration (SRA) values Ss and S at the project site are 1.424 gravity(g) and 0.488g, respectively. The site soil response factors are based on determination of the site classification. Based on the subsurface conditions at the site, it is our opinion that the site is best classified as SE. The liquefaction hazard calculations, discussed in the following section of this report, indicate that scattered zones in site soils are potentially liquefiable. Subsurface conditions with potentially liquefiable soils generally correspond to site class SF; however, because of the limited extent of potentially liquefiable soils, it is our opinion that the subsurface conditions at the site are adequately characterized by site class SE for determining seismic forces. We also note that the code does not require a site - specific ground response evaluation for structures with periods less than 0.5 second, which we understand applies to this proposed development. Based on the site classification and spectral acceleration values, we recommend a site coefficient, F of 0.9 and a site coefficient, F,,, of 2.4. The effects of limited liquefaction on site stability and foundation capacity and settlement have been considered and are presented in the following sections of this report. 21 -1- 20189 -004 SHANNON &WILSON. INC. 9.2.2 Earthquake - induced Geologic Hazards Earthquake- induced geologic hazards that may affect a given site include landsliding, fault rupture, settlement, and liquefaction and associated effects (such as loss of shear strength, bearing capacity failures, loss of lateral support, ground oscillation, lateral spreading). Because of the relatively flat topography at the site and the discontinuity of the liquefiable soils underlying the site, the risk of landslide or lateral spreading is considered low. The potential for fault rupture is also relatively low. The nearest mapped fault (Johnson et al., 1999) is the southernmost strand of the east - west - trending Seattle Fault Zone. The Seattle Fault Zone is approximately 2% to 4 miles wide (north - south). The project site is located about six miles south of the southernmost strand. No evidence of Holocene rupture (i.e., no movement within the last 10,000 years) has been reported along the southernmost strand of the Seattle Fault. Liquefaction and related effects appear to pose the most significant earthquake - induced geologic hazard at the site. Factors of safety (FSs) against liquefaction were calculated for boring Standard Penetration Test (SPT) N- values and CPT values using the design earthquake ground motions and empirical procedures established by the National Center for Earthquake Engineering Research (NCEER) -97 -0022 (Youd and Idriss, 1997). These FSs were computed using IBC 2003 site class E parameters and a 0.34g peak ground acceleration (PGA) from a magnitude 7.0 source, located 7.3 kilometers away. The PGA utilized represents the ground motion risk with a 2 percent likelihood of exceedance in 50 years, reduced as allowed by IBC 2003. A description of the calculation methods and FSs versus depth are provided in Appendix C. Based on these calculations, some cohesionless and low- cohesion soil units at the site are subject to liquefaction. Specifically, layers of sandy soil under the western portion of the site (Area B — garage structure south of Sears) are unlikely to liquefy, while sandy soil layers below the middle (infill mall expansion area) and eastern (Area C — garage south of J.C. Penney) portions of the site are likely to liquefy during a design -level earthquake. Most of the soils prone to liquefaction appear to be thin sand layers that are either discontinuous laterally or display widely varying fines contents. Thus, localized liquefaction appears to be more likely than widespread liquefaction. Lateral spreading is not likely. We note that, historically, most observed liquefaction and liquefaction damage has been the result of liquefaction of soils within about 30 feet of the ground surface. There is more uncertainty in estimating liquefaction potential in deeper soils (e.g., 60 feet or greater) by extrapolation of the empirical calculation procedure. 21 -1- 20189- 004- R1.doclvvpIEET 14 21 -1- 20189 -004 The empirical procedure used for estimation of FSs against liquefaction can be extended in the manner proposed by Tokimatsu and Seed (1987), along with estimates of in situ relative density, to estimate the magnitude of post - liquefaction settlement. Based on the FSs against liquefaction discussed previously and estimates of relative density (using correlations with corrected SPT blow counts), the magnitude of post - liquefaction settlement to be expected under the site is on the order of 4 to 10 inches, roughly corresponding to the thickness of compressible sediments. The proposed retail building at Area D is not expected to experience liquefaction- induced settlements during a design -level earthquake. Note that these post - liquefaction settlement calculations are based upon several soil property estimates and empirical correlations. They should be considered estimates of post - earthquake ground behavior. Significant settlement variability, i.e., differential settlement, under a given building footprint should be expected. Liquefaction at the site presents several considerations to be accounted for in design. Provisions should be made for flexible utility connections to proposed pile - supported structures in liquefaction - settlement prone portions of the site. Additionally, piles in liquefied areas are expected to be subjected to downdrag forces following a design -level earthquake. Downdrag is the additional vertical shear stress generated along the length of piles as soils overlying a liquefied layer are strained during the post - liquefaction settlement of that layer. Downdrag forces at this site would be of relatively short duration. In our opinion, pile foundations could be adequately designed and installed to withstand downdrag forces while maintaining an adequate FS against excessive settlements. Additional discussions on pile capacities and downdrag forces are presented in the following sections of this report. 9.3 Deep Foundations 9.3.1 Pile Design Requirements Currently, two types of deep foundations are under consideration for the Southcenter Expansion project: 18- inch - diameter, closed -end, driven steel pipe piles backfilled with concrete, and 20- inch - diameter, augercast concrete piles. Based on preliminary calculations by the structural engineer, ANF & Associates, single- column loads for the parking garages are as high as 500 kips, and support of those columns using a single, high- capacity pile could be an economical approach. Columns for the mall expansion area could range from 275 to 475 kips. 21- 1- 20189 - 004- RI.doc/wp/EET 15 SHANNON WILSON. INC. 21 -1- 20189 -004 SHANNON &WILSON, INC. Our recommendations are intended to assist the structural engineer in determining the optimum pile type, size, and capacity for the actual column load conditions. 9.3.2 Axial Pile Capacities Based on the results of our analyses, it is our opinion that the static loading conditions would control deep foundation design. During a design-level earthquake, the sand layers surrounding some piles would likely liquefy to depths of about 30 to 40 feet, resulting in a temporary loss of skin friction. However, our pile capacity analyses assume that the fill material and estuarine deposits do not contribute significant skin friction resistance; therefore, loss of shear strength in these soils would not significantly reduce the allowable capacity of piles. The soils above 30 to 40 feet deep could experience liquefaction, and post - earthquake settlements could induce downdrag loads on some piles on the order of 50 to 150 kips. Because the piles would be installed to develop allowable capacities with an FS of at least 2.0, a temporary downdrag load of, say, up to 150 kips would reduce the FS of a 340 -kip pile to 1.5. This is an acceptable FS for pile foundations during the design-level earthquake, in our opinion. In our opinion, temporary downdrag loads on augercast piles could increase loads transferred to the tip of the pile, resulting in more end- bearing resistance. This could cause settlements on the order of '/ inch. We do not expect subsurface soils to settle and develop downdrag loads on pile foundations during static conditions because of the long settlement period (40 years) the site fills have already experienced. In summary, seismically induced liquefaction would cause a temporary but acceptable reduction in the FS used for pile design. Our analysis was performed using an in -house computer program that determines ultimate axial compressive capacity by summing ultimate skin friction along the side of the pile and ultimate end bearing at its tip. We applied an FS of 2 to the ultimate skin friction values that are based on results from the pile load tests. Our analyses were performed for a single pile; no group effects were considered. We recommend that the new piles be spaced no closer than three pile diameters measured center to center from either new or existing piles. At this spacing, a group reduction factor is not warranted when estimating group axial capacity. Also, full end bearing for driven piles is not achieved until the pile has a minimum penetration of 5 feet into the medium dense to very dense sand (the bearing soil). Augercast piles are estimated to develop only about 50 percent of the full end- bearing capacity with about % inch of settlement upon loading. The results of our analyses are presented as plots of pile tip depth (penetration) versus 21 -1 -20189 -004- RI.doc/wp/EET 16 21 -1- 20189 -004 i i allowable compressive and ultimate uplift capacity. We recommend that the proposed piles be driven or drilled to bear in the medium dense to very dense alluvial sand layer that underlies the estuarine deposits at various depths. Estimated pile capacities versus depth for Areas A, B, and C, are presented on Figures 8 and 9. Note that these capacities are typical for average subsurface conditions under each building area; however, because of the variable depth to the competent bearing layer, actual pile lengths will vary significantly from one side of the structure to another. 9.3.3 Estimated Pile Lengths SHANNON & WI LSON. INC. The pile tip elevations for each of the proposed buildings could be estimated using the elevation contour map presented in Figure 7. Worst -case conditions, i.e., deepest piles, are likely to occur near the southern end of the J.C. Penney garage, Area C, where driven steel pipe piles would require lengths on the order of 150 to 160 feet. At the mall and theater expansion area, Area A, driven pile lengths could range from 70 to 140 feet long. Augercast piles (20 -inch- diameter and 450 -kip capacity) at the Area B garage would range from 40 feet long on the west side to 85 feet long on the east. For planning purposes, we recommend that pile lengths be estimated by the structural engineer after the buildings designs and necessary pile capacities are more defined. Estimated production pile lengths should include a contingency of at least 10 percent to account for local anomalies in the subsurface conditions. 9.3.4 Estimated Settlements of Pile Foundations Based on the subsurface conditions encountered in the borings, estimated pile design loads, and installation techniques, relatively minor settlements would occur upon loading. We estimate total pile settlements, including elastic strain, of closed - end steel pipe piles would be on the order of '/+ to 'h inch, with differential settlements of about half the total settlement. Total settlement of the augercast concrete piles would be on the order of %2 to % inch, with differential settlements of about % inch. Because of the granular nature of the bearing soils, these settlements would be primarily elastic settlement and would occur as the load is applied. No long -term settlements are anticipated. As discussed earlier, post - liquefaction ground settlements caused by a design-level earthquake could cause augercast and steel piles to settle up to ' inch. 2I- 1- 20189- 004- Rl.doc/wp/EET - 17 21 -1- 20189 -004 SHANNON &WILSON. INC. 9.3.5 Pile- driving Criteria Hammer strokes versus blow count for a specific vertical capacity would be provided after the contractor selects the final driving system. The contractor could consider using a heavy mandrel (thick -walled pipe section) to bottom -drive pipe piles, although this is not required. The pile tip reinforcement should be a contractor- designed structural detail, and should be submitted for review prior to use on the site. All pipe piles would be driven to an ultimate capacity, which is twice the design compression capacity. We recommend that the driving criteria for test and production piles be established based on a WEAR This method includes an evaluation of driving stresses so that an appropriate pile- driving hammer size could be selected to obtain the desired pile capacity without damage to the pile or hammer. This analysis also determines the ultimate pile capacity for a given driving resistance. The Contractor should furnish the manufacturer's specifications and catalog for the proposed hammer. At a minimum, the Contractor should furnish the information required on the Pile and Driving Equipment Data Sheet, shown in Table 2, seven days in advance of the scheduled pile driving in order for us to complete the WEAP studies. We recommend that a geotechnical engineer from our firm who is experienced in pile driving and familiar with the subsurface conditions at the site be retained on a full -time basis to evaluate pile- driving records so that timely decisions on acceptance could be made. We recommend that all piles be driven to the estimated pile tip elevations and to the required final driving resistance for the last foot as determined by WEAR If the pile - driving resistances are less than the minimum values obtained from WEAP under continuous driving conditions as they approach the minimum penetration depths, the contractor should continue driving the piles until they reach the required driving resistances. However, if the pile- driving resistances continue to be less than the minimum values obtained from WEAP, pile driving should stop when the piles are 6 inches above the final cutoff elevation. For these piles, driving should be discontinued for a minimum of 24 hours (as verified by Pile Dynamic Analysis) and then redriven for 6 inches or less of penetration. The acceptable redrive resistance should be greater than the specified minimum driving resistance. If the redrive resistances do not meet the specified values, the geotechnical engineer would determine the acceptability of the piles and the subsequent procedures to be taken. 21 -1- 20189- 004- R1.doc/wp /EET 18 21 -1- 20189 -004 I Should the required minimum driving resistance be achieved before piles reach the estimated tip penetrations, the piles should be driven to approximately 100 blows per foot. Should the driving resistance exceed 100 blows per foot at a penetration more than 10 feet above the design tip elevation, the contractor should inform the geotechnical engineer, who would determine if the pile is acceptable as is, or whether additional methods must be employed to meet the penetration requirement. In order to avoid overstressing the pile section for refusal conditions, a higher yield strength steel (greater than 36 kips per square inch [ksi]) could be necessary. WEAP could determine the pile stresses caused by pile driving at the higher driving resistance. 9.3.5.1 Pile Driving Monitoring Pile driving should be monitored by recording a continuous driving record for each pile. The contractor should be required to make a chalk line across the pile in 1 -foot increments for the length of the pile and a 1 /o -foot increment for the last 2 feet of pile penetration. The pile - driving record should be completed and reviewed daily. Proper pile embedment is critical to pile performance and would require careful observation of pile installation. For this, we recommend that an experienced and qualified geotechnical engineer familiar with the subsurface conditions at the site be retained to assist with construction observation. 9.3.6 Existing Building Foundations The proposed two -story mall structure and theatre would be located between Sears and J.C. Penney and would partially overlap an area of existing retail shops. This area was referred to as the "shell structure" during original construction. The shell structure is founded on steel Raymond Step- Tapered piles driven into the underlying dense bearing soils. According to our records, the Raymond piles were driven to develop 80 to 100 tons of allowable axial capacity. In addition to the allowable load, the piles were designed to support 65 to 80 tons of downdrag load caused by settlement of the native soils and fill that was anticipated after the site was graded in the early 1960s. An FS of 3 was applied to the ultimate pile capacity estimate to develop the allowable capacity. In our opinion, the reuse of existing Raymond piles in the mall area is acceptable; however, it seems unlikely that their locations will coincide with the columns of the proposed 21 -1 -20189 -004- R1.doc/wp/EET 19 SHANNON &WILSON. INC. 21 -1- 20189 -004 SHANNON &WILSON. INC. structure. Pile capacity studies were performed by our firm in 1987 using wave equation analyses to determine if additional axial capacity could be gained from existing piles in the food court area. The wave equation analysis is a more sophisticated technique for estimating pile capacity than the older empirical formulas (So formula) used in 1966. Wave equation analyses using the actual pile driving resistances showed that additional capacities on the order of 40 to 80 tons (80 to 160 kips) per pile could be relied upon. We expect that similar pile capacity increases could be used for existing piles in Zone 2 of the proposed development. Furthermore, downdrag loads on the Raymond piles were assumed based on a settlement period estimated to last 30 years. It has now been close to 40 years since the Raymond piles were installed, and it is likely that settlements have stopped. Thus, the existing piles could be assumed to have the downdrag load available as additional axial capacity to support the building, provided grades remain unchanged. Seismically induced settlements would temporarily cause downdrag on the piles. However, we expect that those downdrag forces would be of relatively short duration, and the piles have sufficient FSs to accommodate the increased loads with minimal settlement. To reduce the potential for damage to the existing building foundations, we recommend that new driven piles be installed at least 10 feet away from the existing piles. Vibration and settlement monitoring should be performed during pile driving; monitoring recommendations are provided in Section 8.1.5. If the piles are installed within 10 feet of existing foundations, detailed vibration and settlement monitoring should be performed to determine the effect of driving on the foundations. 9.3.7 Micropiles Access for large pile- driving equipment could be restricted in some areas where new foundations are needed. Micropiles may be considered for supporting columns in these areas. Micropiles are a drilled and grouted foundation that is typically 7 to 10 inches in diameter with a central reinforcing bar. Drilling equipment used to install micropiles is capable of drilling in confined spaces through variable soil conditions, including cobbles and boulders. Casing is advanced as the hole is drilled to prevent soil from caving. After a central bar is placed and grout is tremied into the hole, the casing is withdrawn while maintaining the grout under pressure to prevent the hole from caving. Micropiles could be designed to develop axial capacities up to about 300 kips. Generally, micropiles do not resist lateral loads as well as larger- diameter piles; however, 9- to 10- inch - diameter micropiles could resist lateral loads on the order of 10 to 15 kips 21 -1- 20189 - 004- R1.doc/wp/EEr 20 21 -1- 20189 -004 SHANNON &WILSON. INC. with minimal ( <1/2 inch) deflection. We recommend that a static load test (tension test) be performed if micropiles are to be used on this project. We can provide more specific recommendations for micropile use upon your request. 9.3.8 Ground Improvement Alternatives The thickness of compressible soils underlying the three major building locations is highly variable. Thus, we recommend that heavy column loads be supported on deep foundations that carry those loads down into competent soils. However, the floor slabs of the proposed buildings may or may not be structurally supported, depending on the owner's tolerance for earthquake - induced settlements. The following paragraphs describe ground improvement techniques that could be considered to reduce but not eliminate floor slab settlements. Stone columns consist of a vertical column of compacted gravel. They are typically 2 to 3 feet in diameter and spaced between 6 and 10 feet on center depending on site - specific requirements. Soil improvement with stone columns would increase the overall shear strength of the soil and would allow high pore pressures generated by earthquake shaking to dissipate. Stone columns are not recommended for support of heavy column loads at this site because they could experience differential settlement upon vertical loading. Widespread stone column installation could mitigate shallow (i.e., 35- to 40- foot -deep) liquefaction, thereby reducing settlements of slab -on -grade floors during the design -level (2,500 -year) seismic event. Thus, ground improvement with stone columns could be considered for reduction of floor slab settlements caused by liquefaction during a design -level seismic event. We expect that 50 to 70 percent potential settlement reduction could be achieved with stone columns installed to a depth of 40 feet. If the owner considers it necessary and economical to mitigate floor slab settlement, then additional studies should be performed to estimate stone column lengths and spacing. 9.3.8.2 Geopier Stone Columns Geopiers are a contractor- designed, proprietary system for soil improvement. The Geopiers are essentially stone columns constructed in 15- to 20- foot -deep, predrilled holes using a proprietary ramming (stone - compaction) technique, available through Geopier Foundation Company Northwest, Bellevue, Washington (425- 646 - 2995). The method of construction for 21 -1- 20189- 004 -R l.docfwp/EET 9.3.8.1 Stone Columns 21 21 -1- 20189 -004 I I i i i stone columns is generally determined by the stone column contractor and is based on the required stone column diameter, improved soil strength and density, and drainage requirements. The stone columns should be constructed with open - graded, free - draining, crushed aggregate. We do not recommend the use of Geopiers to support the heavy column loads of the proposed garage and retail buildings because of the highly variable thickness of compressible soils and the resulting risk of differential settlements. 9.3.9 Lateral Pile Resistance Lateral resistance analyses were performed to assist the structural engineer in design of the foundation system. Two types of deep foundations were analyzed: 18- inch - diameter, concrete - filled, steel pipe piles, and 20- inch - diameter augercast concrete piles. Our analyses of lateral forces acting on the pile /shaft heads were performed using the commercial computer program LPILE 4.0 by Reese et al. (2002). This software generates discrete load - deflection (p-y) curves to estimate deflection of the pile/shaft and distribution of moments and shears along the length of the pile/shaft. Analyses were performed using two soil profiles: one below the garage located south of J.C. Penney (Area C) and the other for the garage located south of Sears (Area B). No efficiency (reduction) factors due to pile group action were used, but they can be estimated if necessary. Note that steel pipe piles and augercast piles for the mall retail expansion area would likely perform similarly to the garage piles. The results of our LPILE analyses are presented graphically in Figures 10 through 13. In summary, we expect that each of the piles analyzed would experience less than 1 inch of deflection under a lateral load of 40 kips applied at the top of the pile. Pile stiffness parameters assumed in our analyses are presented on Figures 10 through 13. 9.4 Spread Footings 21 -1- 20189- 004 -R l . dodwp/EEf 22 SHANNON &WILSON. INC. We understand that a single -story retail building could be constructed along the western boundary of the site, as shown on Figure 2. While preliminary structural engineering has not been done for this structure, we assume that it would have relatively low wall and column loads. The subsurface conditions at this location were explored with borings RB -6 and RB -7. The soils 21 -1- 20189 -004 SHANNON & WILSON. INC. consist of medium dense sand from approximately 4 feet on down to 20 or 25 feet. Below 20 or 25 feet, the soils become dense to very dense. Thus, for a lightly loaded building, we recommend that spread footings be used for foundation support. Some loose soils could be present at the foundation excavation depth (2 to 3 feet); however, these soils could be compacted to a dense and unyielding condition that would provide adequate support for spread footings. We recommend that footings be designed for an allowable bearing pressure of 2,000 pounds per square foot (psf) at this location. The allowable value could be increased by one -third to account for wind and seismic loading conditions. We recommend a minimum embedment of 18 inches below the lowest adjacent grade (for frost protection). We also recommend a minimum footing width of 18 inches for continuous footings. All footing subgrades should be evaluated by a geotechnical engineer as the bearing surfaces are prepared. 9.5 Lateral Earth Pressures on Walls and Lateral Resistance for Wall Footings Lateral earth pressures will develop against buried portions of the buildings, service tunnels, and retaining walls. For below -grade walls, we recommend a static, active, lateral earth pressure corresponding to an equivalent fluid weight of 35 and 40 pounds per cubic foot (pcf) for compacted, imported structural fill and compacted on -site soil, respectively. These values are based on the assumption that proper drainage is provided against the back of the wall so that no buildup of hydrostatic pressure occurs and that a horizontal ground surface is behind the wall. Wall drainage should consist of a 1- foot -thick (minimum) layer of clean drainage gravel placed against the wall and a perforated footing drain at the base of the wall. The total active earth pressure should be analyzed for seismic loading conditions using a dynamic load increment equal to 30 percent of the static, active earth force for both the imported fill and on - site soil cases. This percent load increment should be applied as a uniform load to the wall, with the resultant force acting at the midpoint of the wall height. A 30 percent load increase for seismic conditions is consistent with a pseudo -static analysis using the Mononobe- Okabe equation for lateral earth pressures and a horizontal seismic coefficient of 0.13g. Values of the seismic coefficient are typically one -third to one -half the value of the PGA. For retaining walls founded on footings, lateral loads could be resisted by a combination of base friction and passive pressure against the footings and buried portions of walls. We recommend that the base sliding resistance for footings be determined based on an allowable coefficient of friction of 0.35 for on -site fill soil. We recommend an allowable passive pressure of 520 pcf and 21- 1- 20189 - 004- R1.docfwp/EET - 23 21 -1 -20189 -004 I 1 i i i SHANNON 6WILSON. INC. 300 pcf for imported structural fill and on -site soil used as fill, respectively; both of these values are for soil above the groundwater table. If the buried portions of the walls are below the groundwater table, we recommend an allowable passive pressure of 250 pcf and 130 pcf for imported structural fill and on -site soil used as fill, respectively. Both the coefficient and passive pressure values above include an FS of 1.5. Retaining walls founded on piles would not develop base friction, but the pile stiffness and passive earth pressure would resist active earth pressures. 9.6 Slabs -on -grade Subgrade Recommendations We assume that the finished floor elevations would be approximately the same as existing grades at the site. Thus, floor slabs would be constructed over existing crushed surfacing or medium dense, sandy fill. For a rigid, concrete slab built on at least 2 feet of existing crushed surfacing that is compacted to a very dense condition, we recommend using a modulus of subgrade reaction, k, of 300 pounds per cubic foot (pci). A subgrade modulus of 200 pci could be used for slabs constructed over medium dense sand. All subgrades should be systematically compacted and evaluated for loose or soft zones. Loose or soft zones detected during the compaction process should be excavated and replaced with structural fill. We understand that up to 2 feet of fill would be added to raise the grade of the mall expansion area. If slab -on -grade floors are used, we anticipate that static settlements ranging from /2 to 11/2 inches will occur due to the weight of the fill. If such settlement is unacceptable, lightweight fill, such as Expanded Polystyrene (EPS) blocks could be considered. The surface of the EPS should be sealed with a membrane to prevent petroleum contamination. EPS blocks dissolve upon contact with petroleum. Another consideration would be utility construction during and after placement. Slabs -on -grade could experience liquefaction - induced settlement, as discussed previously. The liquefaction induced settlements during a 2,500 - year design earthquake could be as high as 10 inches. Differential settlements over a 20 - foot span could be about 50 to 75 percent of the total settlement. Ground improvement, such as stone columns, could be considered for mitigation of liquefaction- induced settlements. New and existing slabs -on -grade could behave differently during a design seismic event because of different support techniques, e.g., pile support for the existing shell structure versus slab -on- grade for the new structure. It should also be noted that buried utilities in areas that will receive additional fill to raise the grades should be designed to accommodate widespread settlements of up to I'A inches, particularly near foundation element transitions, i.e., grade beams. 21 -1- 20189 - 004- Rl.doc/wp/EET 24 21 -1- 20189 -004 1 i 1 1 i 1 9.7 Permanent Groundwater and Surface Water Drainage and Control 21 -1- 20189 -004- Rl.doc/wp /EEr 25 SHANNON WILSON. INC. The proposed mall expansion could include a below -grade parking garage. If so, the floor slab of the garage would be 10 to 12 feet below existing grade. Groundwater in monitoring well RB- 3 was measured at 13.8 feet below ground surface in November 2004. Groundwater levels to the west of RB -3 are expected be higher, e.g., 6.5 feet deep in RB -8. Thus, it appears that groundwater elevation is higher on the west side of the site and could be encountered in al0- to 12- foot -deep excavation below Area A, depending on the location of the excavation. If the garage excavation occurs, it could be necessary to provide temporary and permanent dewatering. Temporary construction dewatering could consist of shallow (15- to 20 -foot) wells or well points located around the perimeter of the excavation. Alternatively, sump pumps installed in shallow sumps within the excavation could be more cost - effective if groundwater seepage is present only within isolated portions of the excavation. We recommend that two additional monitoring wells be installed below the western edge of the proposed below -grade garage if this option is selected during the design phase. The additional monitoring wells would provide more accurate elevations of groundwater and allow us to estimate seepage rates and appropriate dewatering methods. Throughout the building areas, the on -site soil contains enough fine- grained material to make it moisture sensitive; therefore, control of surface water and groundwater would be necessary to maintain compactibility of the material and a stable working surface. Lean concrete or control density fill (CDF) could be placed beneath pile caps to provide a stable working surface or as backfill to replace unsuitable exposed soil. The contractor should be responsible for the control of groundwater and surface water within the contract limits. In this regard, sloping, slope protection, ditching, sumps, dewatering, and other measures should direct water away from excavation and adjacent parking lots to prevent ponding of water next to the work zone. The contractor should provide sump pumps and associated piping to be prepared for water accumulation in the excavation, which could occur because of rainfall at any time of the year. 21 -1- 20189 -004 9.8 Backfill Material, Placement, and Compaction All fill placed beneath areas to be paved or against below -grade walls (building or retaining walls) or other foundation elements should consist of structural fill. Structural fill should be placed on subgrade material that has been proof - rolled to a dense, unyielding condition. Structural fill should meet the Washington State Department of Transportation specification for Gravel Borrow (Section 9 -03.14 [1]) but should have a maximum particle size of about 3 inches. During wet weather or wet conditions, the fill should not contain more than about 5 percent fines (material passing the No. 200 mesh sieve) by weight, based on the minus 3/4 -inch soil fraction. Structural fill should not contain organics or deleterious material. It should be placed in horizontal lifts and compacted to at least 95 percent of its Modified Proctor maximum dry density (American Society for Testing and Materials [ASTM] D 1557, Method C or D), and should be deemed to be in a dense and unyielding condition. The thickness of loose lifts should not exceed 8 inches for heavy equipment compactors or 4 inches for hand - operated compactors. In landscaping areas, the backfill should be compacted to at least 90 percent of the Modified Proctor maximum dry density. 1 All utility trenches beneath flexible asphalt pavements and sidewalks also should be backfilled with Gravel Borrow; however, it should have a maximum diameter of 2 inches and should not have more than 5 percent passing the No. 200 sieve (wet sieve analysis, ASTM D 1140). Any fines should be nonplastic. The trench backfill should be placed in lifts not exceeding 4 inches if compacted with hand - operated equipment, or 8 inches if compacted with heavy equipment. Each lift should be compacted to a dense, unyielding condition and to at least 95 percent of the maximum dry density (ASTM D 1557) 18 inches or more below the pavement and/or sidewalk subgrade. We recommend a minimum cover over utilities of 2 feet from the crown of the pipes or conduits to the top of the pavement subgrade. Catch basins, utility vaults, and other structures installed flush with the pavement should be designed and constructed to transfer wheel loads to the base of the structure. Subgrade preparation for new utilities should follow the same general procedures outlined for structural fill placement. J We recommend that retaining walls be backfilled with free - draining soils connected hydraulically to perimeter drains. The ground surface should be sloped away from the buildings to prevent ponding against them. : J 21- 1- 20189- 004- R1.doc/wp/EEC 26 SHANNON &WILSON. INC. 21 -1- 20189 -004 SHANNON &WILSON. INC. In our opinion, most of the fill soil at the site consists of silty sand with 20 to 40 percent fines. It is not suitable for reuse as structural fill unless the moisture content could be modified by scarification during warm, dry weather or lime/cement treatment. In general, we recommend that the on -site fill not be reused as structural fill because the silt content is high and this soil is moisture sensitive. Some but not all of the soil borings encountered 1 to 2 feet of crushed rock base course below the asphalt pavement. This material could be salvaged and reused as structural fill. Separating the reusable material from the unsuitable material could be difficult and time consuming, and would require careful monitoring and quality control efforts on the part of the contractor. 9.9 Site Grading, Excavation, and Temporary Cut Slopes 9.9.1 Site Grading For safe working conditions and prevention of ground loss, excavation slopes should be the responsibility of the contractor, who will be at the job site to observe and control the work. All current and applicable safety regulations regarding excavation slopes and shoring should be followed. Although we did not detect the presence of soil contaminants in our borings, the contractor would need to be prepared to segregate any soils suspected of containing contaminants. 9.9.2 Excavations Excavations could be accomplished with conventional excavating equipment, such as a dozer, front -end loader, or backhoe. For planning purposes, we recommend that temporary, unsupported, open -cut slopes be no steeper than 1.5 Horizontal to 1 Vertical (1.5H:1 V) in the near - surface fill soils. Flatter cut slopes could be required where loose soils or seepage zones are encountered. We recommend that all exposed cut slopes be protected with a waterproof covering during periods of wet weather to reduce sloughing and erosion. At this time we are not aware of any need for temporary shoring or underpinning. If temporary shoring or underpinning is needed to support cuts adjacent to existing buildings, for example, then we should be notified so that additional analyses could be performed. Excavated material (or stockpiles of construction materials or equipment) should not be placed closer to the edge of any excavation than the depth of the excavation, unless the 21 -1 -20189 -004 -R I .dodwp/EET 27 21- 1- 20189 -004 i 1 1 1 i 1 SHANNON WILSON. INC. excavation is shored and such materials are accounted for as a surcharge load on the shoring system. Site grading to prepare for slab -on -grade structures should include the following: ► Remove material from the building footprint to establish the required subgrade elevation. ► Compact the exposed upper 1.5 feet of soil with heavy, vibrating -drum rollers (or equivalent) to at least 95 percent of the Modified Proctor maximum dry density (ASTM D 1557). ► Remove any soft/loose zones noted during rolling and replace those areas with structural fill material constructed in accordance with the recommendations presented in Section 7.9. A geotechnical engineer from our firm should observe mitigation of soft/loose zones. ► Place densely compacted, free - draining, well - graded, imported sand and crushed gravel or clean, crushed rock fill in the upper 18 inches beneath the slab elevation to increase the modulus of the subgrade, if required. If it is used to provide a capillary break layer, the upper 6 inches of the imported fill should have less than 3 percent fines (based on the minus 4 -inch fraction) and should have a maximum size of 4 inches. Compact all structural fill to at least 95 percent of the Modified Proctor maximum dry density. ► Install a vapor barrier under slabs of heated spaces. The design civil engineer should determine if sand between the vapor barrier and the concrete slab is required for concrete curing. 10.0 CONSTRUCTION CONSIDERATIONS 10.1 Driven Pile Installation 10.1.1 Pile driving Equipment A diesel- powered hammer could be used for driving the proposed steel piles. All pile - driving equipment should be designed, constructed, and maintained in a manner suitable for the work to be accomplished for this project. If, in the opinion of the owner, the driving equipment is inadequate or deficient, the owner could direct that it be removed from the job site. All costs for remobilizing, removing, or replacing such equipment should be at the contractor's expense. The contractor should furnish the manufacturer's specifications and catalog for the hammer proposed. At a minimum, the contractor should furnish the information required on the Pile and 21-1-201 89- 004 -R I .doc/wp/EET 28 21 -1- 20189 -004 i SHANNON &WILSON. INC Driving Equipment Data Sheet, shown on Table 1, seven days in advance of the scheduled pile driving. 10.1.2 Pile- driving Conditions In our opinion, pile installation for the proposed structures would encounter moderate driving conditions in the upper fill materials, easy driving conditions in the soft clayey silt deposits, and moderate to hard driving conditions in the bearing sand layer. The soft silt layers could cause misfire of diesel hammers because of the minimal driving resistance. We recommend that piles be driven with a hammer that allows variable energy settings. Alternatively, the piles could be predriven through the soft sediments using a smaller diesel hammer or a pneumatic hammer. A larger hammer could then be used to drive the piles into the dense, bearing sands. 10.1.3 Monitoring Pile Driving Shannon & Wilson personnel should observe and evaluate all pile driving by making a continuous driving record of each pile. For this purpose, the contractor should be required to mark the pile in 1 -foot increments. During restrike, additional 1 -inch increments between the 1 -foot marks would be required. The pile - driving record would include hammer stroke (diesel hammers), blows per foot, time, date, reasons for delays, and other pertinent information. In addition, the record would include tip elevation, specified criteria, and the initials of inspectors making final acceptance of the pile. The pile - driving records should be reviewed on a daily basis. It is often difficult to visually estimate the energy delivered by diesel hammers. During construction, we recommend that the Saximeter, developed by Pile Dynamic, Inc., be used to record blow counts and stroke length that would correlate to driving energy. Use of the Saximeter during pile driving allows for verification that the pile is being driven with the hammer energy needed to develop the required axial capacity. 10.1.4 Pile - driving Vibrations, Movement Monitoring, and Noise Levels Some potential exists for damage to existing nearby structures and buried utilities because of vibrations caused by pile - driving operations. If new piles are within 10 feet of existing utilities or structures, we should develop and implement pile - driving vibration criteria for those existing structures and utilities. The criteria should consider the type and frequency of 21 -1- 20189 - 004- Rl.dodwp'EEr - 29 21 -1 -20189 -004 i 1 1 1 1 1 t SHANNON FiWIISON. INC. the vibrations, the structural design and existing condition of the structure, and the vibration effects on people. Particle velocities could be easily measured during construction using a vibration monitor (seismograph) at the nearby structures or utilities. Depending on the allowable vibration levels established for each existing structure and utility located in the project vicinity, we recommend that existing structural condition surveys be performed for facilities located within 50 feet of the pile - driving activities. Documentation should include photographs, videos, sketches, and/or written comments. We could recommend vibration threshold values as the design progresses. If any cracks in the existing structures exist, we recommend that crack gages be installed on each crack to measure potential changes in crack widths. The aforementioned measurements, existing structural condition surveys, and crack gage installations should be established well in advance of construction so that a set of baseline data could be developed. This information could be used in assessing the need for mitigating measures, as well as resolving potential disputes. Noise levels during pile driving could be unpleasant to humans nearby but are not likely to cause damage. The noise levels could be moderated during pile driving with various damping techniques such as a crane- mounted noise barrier. 10.2 Augercast Concrete Pile Installation Careful installation is critical to the success of long, large- diameter augercast piles. Augercast concrete piles are installed by rotating a continuous- flight, hollow -stem auger to a predetermined depth. After the auger is rotated to the predetermined depth, a high - strength, sand - cement grout is pumped under controlled pressure through the center of the shaft as the auger is slowly withdrawn. By maintaining pressure in the grout line and extracting the auger no faster than an equivalent volume of grout is pumped, a continuous column of concrete is formed. A single reinforcing rod could be placed through the hollow stem of the auger and/or a reinforcing cage with centering guides could be placed in the column of wet grout. Where piles are expected to experience tensile/uplift forces, the central reinforcing rod should be extended for the full length of the pile. 21 -1- 20189 - 004- R1.doc/wp/EET 30 21 -1- 20189 -004 SHANNON FIWILSON. INC. The quality of the augercast concrete piles depends on the procedure and workmanship of the contractor who installs them. We recommend that Shannon & Wilson personnel observe the installation of augercast piles on a full -time basis to evaluate the adequacy of the construction procedures. We recommend that the contract documents require the contractor to install a pressure gage on the pump discharge line and a counter on the grout pump. The approximate volume of grout pumped is computed by counting the number of strokes of a displacement -type grout pump. The pressure gage is used to monitor the pressure of the grout to evaluate the rate at which the auger should be extracted, and to check if the auger or hoses are plugged. If insufficient grout is pumped into the auger, a proper grout column would not be formed. If the pressure in the grout line is not maintained, or if the auger is withdrawn too rapidly, the auger hole could cave, creating a discontinuity in the grout column. Either condition would reduce the load - carrying capacity of the pile. Therefore, the pump should be calibrated in the presence of the geotechnical engineer prior to its use, and the pressure gage should be checked for proper functioning. The auger should not be pulled until the grout has been pumped at least 5 feet above the auger tip. It should then be withdrawn with slow, positive rotation at a slow, continuous, steady pull. The 5 -foot head of grout should be maintained at all times during the withdrawal operations. The minimum grout head should be increased to 10 feet if grout settlement is observed after the auger is withdrawn. The contractor should be required to establish accurate methods of determining the depth of the auger at all times, such as marking the leads at 1 -foot intervals. The ratio between the volume of grout pumped and the theoretical volume of each augercast pile hole should be at least 1:10. Based on our experience with similar projects, we assume that grout takes could be large, being on the order of 25 to 35 percent more than the total net pile volume. If contaminated soil or groundwater is encountered during the augercast pile installation, the drilling spoils should be separated out, placed on plastic sheeting, and covered until environmental testing is completed and a suitable disposal location is determined. 10.3 Wet Weather Earthwork In this area, wet weather generally begins in October and continues through about May, although rainy periods could occur at any time of the year. Earthwork performed during the wet weather months would cost more and take longer to complete. Groundwater levels could also be higher 21- 1- 20189- 004- RI.doc/wp/EET 31 21 -1- 20189 -004 SHANNON &WILSON. INC. during the rainy season. Groundwater and surface water runoff could enter into site excavations and would need to be intercepted by drainage ditches or trench drains, or otherwise removed. The soils at the site generally contain enough silt to produce an unstable mixture when wet. Such soils are susceptible to softening when wet. Standing water on the soil surface, along with construction activity, would result in disturbance and an unstable bearing surface that could require overexcavation. The following recommendations are applicable for pile caps, general excavation, floor slabs, or pavements: ► If there is to be traffic over the exposed subgrade, the subgrade should be protected from disturbance. A lean concrete pad, about 2 or 3 inches thick (a "rat slab" or "mud slab ") could be placed immediately following excavation on the undisturbed soils. This could be done, as needed, to protect the exposed soils and act as a working surface. Overexcavation could be needed to accommodate this lean concrete pad. ► The ground surface in the construction area should be sloped and sealed with a smooth - drum roller to promote rapid runoff of precipitation, to prevent surface water from flowing into excavations, and to prevent ponding of water. ► Construction should be observed on a full -time basis by Shannon & Wilson personnel to determine that all unsuitable materials are removed, suitable drainage is achieved, and an appropriate bearing surface results. ► Covering work areas with plastic and/or sloping, ditching, pumping from sumps, and other dewatering measures should be employed as necessary to permit proper completion of the work. The above recommendations apply for all weather conditions but are most important for wet weather earthwork. They should be incorporated into the contract specifications for foundation and pavement construction. 10.4 Construction Observation We recommend that Shannon & Wilson be retained to review those portions of the plans and specifications that pertain to foundations and earthwork to determine if they are consistent with our recommendations. We also recommend we be retained to observe the geotechnical aspects of construction, particularly the test pile program, pavement subgrade preparation, drainage, foundation installation, and backfill. This observation will allow us to verify the subsurface 21- 1- 20189 - 004- Rl.doc/wp/EET 32 21 -1- 20189 -004 1 Y 1 1 1 1 1 1 1 1 conditions as they are exposed during construction and to determine that the work is accomplished in accordance with our recommendations. 21 -1- 20189 - 004- R1.doc/wp/EEf 11.0 LIMITATIONS 33 SHANNON MMLSON. INC. The analyses, conclusions, and recommendations contained in this report are based on site conditions as they presently exist, and further assume that the explorations are representative of the subsurface conditions at the Westfield Shoppingtown Southcenter Expansion project; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the explorations. Within the limitations of the scope, schedule, and budget, the analyses, conclusions, and recommendations presented in this report were prepared in accordance with generally accepted professional geotechnical engineering principles and practice in this area at the time this report was prepared. We make no other warranty, either express or implied. Our conclusions and recommendations are based on our understanding of the project as described in this report and the site conditions as interpreted from the explorations. If, during final design and construction, subsurface conditions different from those encountered in the field explorations are observed or appear to be present during pile installation, we should be advised at once so that we could review these conditions and reconsider our recommendations where necessary. If there is substantial lapse of time between the submission of this report and the start of work at the site, or if conditions have changed because of natural forces or construction operations at or adjacent to the site, we recommend that this report be reviewed to determine the applicability of the conclusions and recommendations concerning the changed conditions or the time lapse. We recommend that we review those portions of the plans and specifications that pertain to deep foundation installation, drainage, and earthwork to determine if they are consistent with our recommendations. This report was prepared for the exclusive use of Westfield Corporation, its structural engineer, and other members of the design team. It should be made available to prospective contractors for information on factual data only, and not as'a warranty of subsurface conditions such as those interpreted from the exploration logs and presented in the discussions of subsurface conditions included in this report. 21 -1 -20189 -004 i 1 1 1 1 1 Unanticipated soil conditions are commonly encountered and cannot fully be determined by merely by taking soil samples from a limited number of soil borings or by pushing CPTs. Such unexpected conditions frequently require that additional expenditures be made to attain properly constructed projects. Therefore, some contingency fund is recommended to accommodate such potential extra costs. The scope of our geotechnical services did not include any environmental assessment or evaluation regarding the presence or absence of hazardous or toxic materials in the soil, surface water, groundwater, or air, on or below the site, or for evaluation or disposal of contaminated soils or groundwater should any be encountered, except as noted in this report. Shannon & Wilson, Inc. has prepared a document, "Important Information About Your Geotechnical Report," to assist you and others in understanding the use and limitations of our reports. This document is included in this report as Appendix D. SHANNON & WILSON, INC. EXPIRES 4/21/ 06 Martin W. Page, P.E., L.E.G. Associate MWP:BSR:CTM:TMG /mwp 21 -1- 20189- 004 -R 1.doc/wp/EEr 34 SHANNON &WILSON. INC. 21 -1- 20189 -004 1 1 1 1 1 1 1 1 American Association of State Highway and Transportation Officials (AASHTO), 1993, Guide for design of pavement structures. American Society for Testing and Materials (ASTM), 2001, Annual book of standards, Construction, v. 4.08, Soil and rock (I): D 420 - D 4914: West Conshohocken, Pa. Arduino, P., Kramer, S.L., Li, P., and Baska, D.A., 2001, Dynamic stiffness of piles in liquefiable soils, draft research report, Washington State Transportation Center, University of Washington, 149 pp. Bartlett, S.F., and Youd, T.L., 1995, Empirical prediction of liquefaction- induced lateral spread: Journal of Geotechnical Engineering, v. 121, no. 4, p. 316 -329. Ensoft Inc., 1998, Design of deep foundations: piles and drilled shafts under lateral and axial loadings, a seminar /workshop featuring computer programs from Ensoft, Inc., Austin, Texas, April 23-24, 1998: Austin, Tex. Frankel, A.; Mueller, C.; Bernhard, T., and others, 1996, National seismic-hazard maps, June 1996; documentation: U.S. Geological Survey Open File Report 96 -532. International Building Code, 2003, ... International Conference of Building Officials, 1997, Universal building code, Three- volume set, Whittier, Calif. Johnson, S.Y; Dadisman, S.V.; Childs, J.R.; and Stanley, W.D., 1999, Active tectonics of the Seattle fault and Central Puget Sound, Washington — implications for earthquake hazards in Geological Society of America Bulletin, v. 111, no. 7, p. 1042 -1053, July. Reese, L.C., and Wang, S.T., 1997, Documentation of computer program LPILE Version 3.0: Austin, Tex., Ensoft, Inc. Reese, L.C., and Wang, S.T., 2002, ... Tokimatsu, K., and Seed, H.B., 1987, Evaluation of settlements in sands due to earthquake shaking: Journal of Geotechnical Engineering, v. 113, no. 8, p. 861 -878. Youd, T.L., and Idriss, I.M., 1997, Proceedings of the NCEER Workshop on evaluation of liquefaction resistance of soils: NCEER technical report NCEER -97 -0022, December 31. Zehfuss, P.H., Atwater, B.F., Valiance, J.W., Brenniman, H., and Brown, T.A., 2003. Holocene lahars and their by- products along the historical path of the White River between Mount Rainier and Seattle, Geological Society of America Field Guide 4, p. 209 -223. 21 -1- 20189. 004 -R l.doc/wp/EET 12.0 REFERENCES 35 SHANNON M MLSON. INC. 21 -1- 20189 -004 1 Contract No.: Project: County: 1 TABLE PILE AND DRIVING EQUIPMENT DATA SHEET HAMMER ANVIL (with diesel hammers) Anvil Weight: CAPBLOCK PILE CAP CUSHION RAM Ram Weight: Ram Cross Sectional Area: Helmet Bonnet Anvil Block Drivehead Structure Name and /or No.: Pile Driving Contractor or Subcontractor: Manufacturer. Model: Type: Serial No.: Rated Energy: Length of Stroke Explosive Force: Total Weight: Tip Treatment Description: (for diesel hammers) Ram Length: Material: Area: Thickness: Modulus of Elasticity = E: (psi) Coefficient of Restitution — e: Cushion Material: Area: Thickness: Modulus of Elasticity — E: (psi) Coefficient of Restitution — e: Type: Pile Size: Length (in leads): Diameter. Wall Thickness: Taper. PILE Material: Weight/Ft: Design Pile Capacity: Description of Splice: (plies driven by) (for diesel hammers) Pik - Driving Data Shcot.doc/wp \ I4 ... s 135TH sT - „1 . - /14 ' 'l FosrEa • - 'sL 'r % J�0 Washington ;r' . y� F 601E . '' -; " ,�,� � \ ! R )s,julavia , �G� LINKS \ •. : � t T'. �381H_ e . - 4 t, L. \ 1. 3 s: ST S ,., 4- _. PROJECT v (LOCATION o - p `'° ` ‘.3 \\ t�j , y • ri \ , •, �1 �'� \\ , , 41 ' ' -. � BLACX RIVER - RIPARIAN FOREST , - ' � a \ ,, � , LIB(. I Os ER / '"l St � v t 144 i ST „. ri u' ll i 000 \ S 144 ' < � r ?. ' -.S 1 �` ?: ' ' 7.. ._- • I4 \1 .. Ni sT 6TH ,,, - ° 11. FS 4600 15300 �' ° P• 1- <' < . ,,° L $T RO P LC.;. . .D SV• . . .- - . N42£UUT 144701 1 I . � . ' j Sp�1 -- - At, ..l PARK N' rv, ?r .1 J e 4 '4 11 �✓" aP .% a j 1 9 . l, LIB , ; / :� , .; ^ j , �Y , S 11 a Fs a "i^�FOR T ': • \ _ 4' P O . ' ` ) s �, ' > � S 1 , . : . ST . SA <. I S 1497,, 57 . \G •, t\ 1 „ .� 1.. ., I , �.., . . � s. 9TH sr I • 1', I - sr t r x ! ._ :'. � x o ,' , . � .,: �� '. , ""1N ..S. 1507 N .ST. .�-�' J 1 . . s r � ` ' .-v. ' 15167 5 . - ..5' 71 2 d 15,S7 J � T••'jy{� 1 S 152ND t h' SRN �• • 4200 �� BL rn . 1 : C _ t l • .. 3 ;1_1511T 2 ' } _ sT I . :.4}: .L p ; ` ST - r'- - 1�, '.: L . I s - .� •' ; : ,,,f, 162ND 1 \ ' . � �'p� * 24 r �` -• ��ic - •- ..- . -�.- It \ c .o�,0.., „ap0 .. A 5. 3 (� 46100 • ..;_•1 o$o S 153RD ~ • rra.. - ' .nt+ —� a \. 6400 l MAW" j „ n 9in ST = 51• sr ® S a r - 1 • 6OTHN ell- u e l X, 158TH N" 'is - /' \ I . ' . CRYSTAL ''' I> `T TU,( , • , �/ �I s ufv R - ST ' SPRINGS PARK o4, SOOTNCENTER �+• N Fr84S5Y I - -. — N S 1 mom 1591 � � _ Q /l.Lrl( _ 1 � E ll -' -'� s l • 161ST �s'��T 1 © . CJ1£STYIEM <, � sr l �. 3 _ :o . I 4L ei> I .0._ ,zY .le 1l .OgNo 5?a Ni . II• a M41L r *� il ' Inf1`7H1• • - 1' . s •.' • P r �nLj SfAirlt STRANDER BLVD 1 urrnrwvu �. 16,14 sJ __ . ___ .,571 i o 27 S 167TH �� 160TH S T ST 4 ° ,V , mns SWp a, > s x V4 I � o PROJECT 26 Warr l t� i _ . s 1 7 _ ti — 9 l . 0. 1 'U ON T ! U ,1: 1. wet DI= -1 ut 1 16B7H 1 %(ITN `'� . pry ; _ . :.: , _: - : WETLAND S ": yl. . SW. " : ' 7 13 i RD: ST _ 4 . __l_.. ;sloe . 172ND _ P O ST en ' 6frraYlr CO D RPORAT t ° '.. b D �. IT , I .,, 1 5 172ND _. el. • 173RD . ST < yr _ _ �._ �... CORPORA 1 j ! DRS 411NKI,ER ' BIOS ' a > l 9 SW s i38TH s Sr _ RENTON - • METLANOs - 1 LLA . • - r L-- :I5 I7STH ° ST _ _ P D • • i 1. , PARKVAY W i L NIM I Lr -I _ 176TH ST I I O. PLAZA 1 II g 7 1 tVV , , ' I W gl am 18 _ '"I s 1177,, ST ;4 ; ; wM BON ; .:P1f,178TH 1 14 ` T 1 ; 3 S n3o0 ., 1 7B7H ST } Q { I A R 1 1 I I r sew ETII:,,,,,,,r 4z, TRII r � p HO 0 1/4 1/2 Scale in Miles 1 NOTE Reproduced with permission granted by THOMAS BROS. MAPS ®. This map is copyrighted by THOMAS BROS. MAPS ®. It is unlawful to copy or reproduce all or any part thereof, whether for personal use or resale, without permission. All rights reserved. Westfield Shoppingtown Southcenter Expansion Tukwila, Washington VICINITY MAP September 2005 21- 1- 20189 -004 SHANNON & WILSON, INC. FIG. 1 Geotechnic at and Environmental Consultants B -124 B -120 B -121 11'x1 CAL 11....., Wit. -t. g g f . : L, Y:i fa li�udi '� r i. � w�M"•'. CTI 4 F B -118 Vii! ■■•■•■■■ altt�lll� Boring Designation end Approximate Location Westfield Shoppkptvrn, Southcenter Expansion (Deoember2004) Cone Penetration rest (CPT) Designation and Approximate Location Westfield ShoppegMVm, SouU c.nter Expansion (December 2004) Boring Designation and Apprmdma(s Location Frederick and Nelsen Building. Scuthanmr (August 1988) LEGEND 8-117 J.C. g Pennneyy Co WWII, S (August te 1968) H -13 • Boring Designation and Appnvdmate Location Southcenter Shopping Canter (January 1982) Generalized Subsurface Profile (See Figures 3 through 6) Scale In Feet S MTN KEW NRM£ Cr TO A..SEMEN UUMR A. N. NOTES 1. Figure based on electronic 10es provided by Westfield Corporation, dated 8-12-2004 and 9-1.2005. 2. AP explorations pnanned by Shannon & W@son, In Westfield Shoppingtown Southcenter Expansion Tukwila, Washington SITE AND EXPLORATION PLAN September 2005 21 -1- 20189.004 E ting J.C. Penney — ----PROPOED PARKING STRUCTURE (AR C)---1 (Prof. 51' E. I 8417 ; CPT-1 B H49 B-119 R84 30 1 W.) 1 Su_IceGmund (PT. 9� E.) (Proj. 208 Op 8AND gra* t111) 2 r 3A :37 Ma= dirpf. : -t 7 tab SC 5I) WM. 01 .P1• 61 . - MI, nary .1 4 r.,. rd put t ] 1 --- ---7 : 0 11 t iont. 7 d soi•Jy. dam SLT imam PK ? I ? I ClAY/8LT Lan lo mean dense 80810 • 18 - 8 • t • 2 &do SAND Ind 81.8 I ? • 1 Out 1 .011 7. -120 -150 180 A North 1982 Donut:No . dens SW NII‘ O•NI 7 Estimited To0 of Bearing Law do., 1001D .6. 01680..... t ; — I Srai SLT SLT Nth *polo rld ?' • • • 1 ken le moan 0.4., Ina b mei4 andySLT sky. In. SAM AI rut Iron SMDI,d GRAVEL 1986 ! 0 30 80 0 100 200 CUMCM2M=11 Vertical Scale In Feet Horizontal Scale In Feet Vertical Exaggeration 3.33X Maim thni.I74 SLT and Ins SNO • ""--- 9 ! I 3 . i • o moo dolly SILT," 08 1 ...IBA • 0 "Mu' rndy SLT and dopy , I 1 SLT MIT opts ' • 0 1 • 0 . ! I Lam . medhan dm. lade b Ihres, 1.8 *SAND • 10 'flit In" . Sol alLT rollh again ..., m ' illum SD AN wil dam dt 18. b • i 7 - - • ..0.4 ppt we.- - - -ftdluns siro 4 . ?A__ . MOW siirSILTIth Eba_. `", 7 ? i 9 VoydOnse. owitUWAVE_AL . .4_._? Very dm* Mod•en clons• to'd••• WNNIY. lid 'A* WI° - ' 7 WO DON to rert dela — 1 SAND vdivrev. hem Fuli 7 1988 .... .. 1 1 1 Dens 8AND and SLT .4 1 1 j 9 Viry dour sandy ' 2004 A' South 60 30 0 -30 60 I -120 -150 -180 LEGEND B-117 - ..-- - B 0011 8 0•8 (Pro]. EIT W.) -a—Offset Distance Groundwater Level During Drilling ? Inferred Geologic Contact Groundwater Level During Cone Penetration Test Bottom of Boring 11146 Year of Completion S&W Cone Penetration CPT-1 Test (CPT) Designation (Prof. 90' W.) Projection from Profile in Feet - 90 Bottom of Cone Penetration Test Uncorrected hp CCM) Resistance Year of Completion — 2004 NOTE This subsurface profile is generalized from materials observed In soil borings. Variations between the proflle and actual conditions may exist. Westfield Shoppingtown Southcenter Expansion Tukwila, Washington GENERALIZED SUBSURFACE PROFILE A-A' September 2005 21-1-20189-004 SHANNON & WILSON, INC. FIG. 3 G.K.1.1.1ems Embornonal Cansultml• 1 5 1 B Nat I PROPOSED PARKING i 1."---Existing Sea ra 1 [ (AREA B)� Era R-5 rof Glued Surface (P' 1 W.) B -114 , B -121 B. 23 (Prq.1112 W.) (Not O FL) I (Prof. 24' W.) RB-8 Q id. bau 7 7 7 - / �earq bswors I 7 VwP6•4dld 1966 1986 0 arrow0�q -btlnw,alq b eNVD re7 Laoay ■10 .. ;00 P 8L7,gwd�eg7 .11'd4PMM° re -- ��Tlmr,ddrN r ? � 7 ■4 b.dle/wfdl'b daMA002062 7 r 7 7b' Wedrw,saw :1 dr, s4 nAra,eesb, alM. 7 7 bearrd . abygeLT � 7 2006 �aaw .0.. suomea'N'9LT 7__—y -7 walra Windawa.b •te BaVD I bwWnSdO 7 Vahbwa,rAb �1 7 — etlwalreLT Vgdb666 7 :. " _ wo nt . bbsMaa9MO -- ae PEAT Vaeol Ldgars. drp•SILTEntl PEAT 1966 30 60 0 Wlweasbery • dmwolpl/aAb 042ADd•psd Eetimeled Top ;clawing Lays i 100 CMCOCuCuC■ Vertical Scale In Feet Horizontal Scale in Feet Vertcal Exaggeration = 3.33X 200 2004 •u ■ 22 n et 60 30 0 -30 -80 1 S 1 LEGEND B -117 —Boring Designation (Pm). 63' Wd • - -Offset Distance Groundwater Level During Drifting 7 4 Inferred Geologic Canted Groundwater Level During Cone Penetration Test 1 Bottom of Boring 196e Year of Completion S&W Cone Penetration CPT -1 -- Test (CPT) Designation (Prof. 9v W.) Projection from Profile In Feet Bottom of Cane Penetration Test °D F , Uncorrected Tip ala s Resistance Year of Completion 2004 NOTE This subsurface profile Is generalized from materials observed In soil borings. Variations between the profile and actual conditions may exist Westfield Shoppingtown Southcenter Expansion Tukwila, Washington GENERALIZED SUBSURFACE PROFILE B -B' September 2005 21 -1- 20189 -004 SHANNON a FIG. 4 C C West mm PROPOSED m -w-- & +*------ 150 ONE-STORY PROPOSED PARKR443 STRUCTURE iABEA B) ! i PARKING STRUCTLiRE C)-- I RETAIL (AREA 11) r-4PROPOSED (AREA 1 12 Mew ern* Only KT; 41 12 IRE I >2 0•1184011• SANO MI L ' - � ---- Sanaa awes I �r^�= ------'---~- --- -r- -�--'-'�------ ----- . | | i | / | � - —~— i 1 _ -- — — ! --- / / . I 1066 _ I Estimated Top --- -----+--- - | - . - / / | GRAVEL - / | i ' -"= i � | -�` — Leon b melon modem sandy ELT oddly ��• ~ — -�--___ , ! � / . _--_ ___-- i - � | ! ! | | | | i i | � ' i | | | � ! )�w�= * SILT | I _ ' i n=�' � . | • � _ _ ! �� ' ■ ! | • • �~�"�� ■ ' . / . _ • � � • � | 1956 , 0 30 60 0 100 200 Westfield 1 | —' �—� wrtic"o=mmmm Hodzontal Tukwila, Washington NOTES Vertical Exaggeration ~,a3X ,. subsurface subsurface observed In soll borings. Variations between the profile and actual conditions may wrist. m�GENERALIZED' SUBSURFACE PROFILE CC September 2005 21'1-20189-004 2. See Figure ofor legend. � p/m.w D West - -- — - -- ELEVATION '7F ORIY,IWAL GROUND .d0 _IC _ • VERY DENSE. SILT, SAND AND GRAVEL ( T1LL) LEGEND H - g ROTARY BORINGS, SHANNON t WILSON, 5L'PT. - NOv. 1961. Es-1 1 HAND $QRING5 QY SHANNON WILSON JAN. ) 195°) SL`I MIC RJ^FRACTOR . 5t15Air_ ■Et_ocrr - ' 0 SOFT - eLeVATION a� O G1NAL- G OUNO Si EC. ` DENS - VMRY OENSE C 7� k0 i 'S!! C. 2. See Figure 3 for legend. 40 80 0 3. Elevations refer to USC and GS datum, MSL 1929. 100 200 couranns Scale In Feet Horizontal Scale in Feet Vertical Exaggeration = 2.5X NOTES 1. This subeurface profile Is generalized from materials observed In sot borings. Variations between the profile and actual conditions may exist. 4. Profile adapted from Section 13-8 from "Report of Foundation investigation, South Center Shopping Center, Tukwila, Washington" by Shannon & Wilson, Inc., January 1962. SAND Wirt-1 OCG. SHELLS H -13 DENSE Wt TM L AYERLD AND ME O.- J ". ORGANIC JERY DEN'S HARD TILL_ — ORG — \A MED. — SAND MED. CLAY. W PEAT SAND GRAVE L- VrIPP" S.LT DENSE SOME MATERIAL_ Westfield Shoppinglown Southcenter Expansion Tukwila, Washington 4 -40 - 80 -120 SAND AND GRAv'1 — '.S ABBREVIATION GLACIAL TILL ORGANIC WITH MEDIUM GENERALIZED SUBSURFACE PROFILE D-D September 2005 21-1-20189-004 SHANNON . S WILSON, INC. FIG. 6 mw.rw w awew�n.xr cawa. D' East I-r! I.U'A� 'i � � �� te. 7111119. 9p l•1NINIme• kro �'� '►iti1► r", 1!'. ..ar IGEN • r N1Tmr SI CT 113 1.4V017? A 6 . 'S H -16 RB-1 9 V eaMeld 8noppugwwn, LEGEND Eft (Deceneer2001) CPT - O Wes Cone Penetration Test Westfield S hops Approximate Location ) 8.114 ® Frederick Southcenter (August 1966) 8-134 a TM Stret� 1966) 8.117 a r`.Perre =( 1966) H 43 • Bodng Designalon and Approximate Location SnAmentar Shopping Center jersey 1962) Designatio ardA Steel 4 Location ^ Augercest Test Pea Designation end Appnodmatt 1 e Laatlon D 460 Idp. Steel (Fest) - Estimated Tip Elevation tot 20' Meanest Canasta - Pend AAu Between C d 0 100 200 Scale In Feet NOTES 1. p b W � e stleld Corporation. 6on, Baled 8. 12,2004 and 942005. 2. Al mmlora9ora performed by Shame 8 W9eon, Inc. H -131 Westfield Shoppingtown Southcenter Expansion Tukwila, Washington SHANNON & m WILSON, .a■r INC oae+rre e d e.ee.sr Ce FIG. 7 B-118 O ESTIMATED PILE TIP ELEVATION MAP September 2005 21- 1- 20189.004 1 1 1 1 pr p p v . rg capac s GENERALIZED SOIL PROFILE Based en Test AC-2 27' 13' -33' Medium dense to dense/ very stiff, silty fine SAND and sandy SILT (native) sandy SILT and very soft to medium stiff. clayey SILT, Organic and PEAT layers present throughout. Medium dense to very dense, slightly silty to silty SAND with gravel and sandy silt; (glacially overridden) _ 10 20 -10 -20 -30 -40 -60 ESTIMATED AXIAL SHAFT CAPACITY (kips) 0 100 200 300 400 500 600 • s 4 t s s • • • NOTES 1. Allowable compressive capadty is a summation of allowable skin friction and mobilized end te=aring. 2. Allowable skin friction is obtained using a factor of safety of 2.0 on the ultimate skin friction. Mobilized end bearing is obtained by estimating the percentage of ultimate end bearing mobilized when 0.5 Inches of settlement occurs. This is estimated to be 50 percent of the ultimate end bearing. 3. Calculations assume static loading conditions with settlement 4. Calculations assume ground water at depth of 1b feet below existing ground surface. • • • • - - Ultimate Uplift Resistance Allowable Total Capacity • • • • a • 700 800 900 1.000 • • Westfield Shoppingtown Southcenter Expansion Tukwila, Washington ESTIMATED AXIAL CAPACITY OF 20" DIAMETER AUGERCAST PILE August 2005 21 -1- 20189 -004 SHANNON & WILSON, INC. I FIG. 8 Geotechnical and Environmental Consultants Medum dense to dense, sandy, clayey SILT & clayey. silty SAND (FILL) Soft sandy, clayey organic SILT w/ Peat and Medium dense fine sand and sandy silt Very loose to very soft, clayey SILT / sitty CLAY w/ organics Loose to dense, silty SAND w/ organics, shells, dean sand and medium stiff silt Very dense, silty, gravelly SAND / sandy GRAVEL pilcap6p(v2 )-9/1312005 -21- 130189-(18- pipe)B 119.xis GENERALIZED SOIL PROFILE (Boring 8-119) 24.0' 10.0' w -96.0' - 131.0' - 145.0' 80 100 120 140 160 180 0 ESTIMATED AXIAL PILE CAPACITY (kips) 100 200 • r • • • NOTES 1. Allowable compressive capadty is a summation of allowable skin friction and mobilized end bearing. 2. Allowable skin friction and end bearing are obtained by applying a factor of safety (FS) of 2.0 to the estimated ultimate skin friction and ultimate end bearing derived from dynamic pile Toad tests. 3. Calculations assume static loading conditions. Downdrag may range from 100 kips to 900 kin% 4. Calculations assume ground water at elevation of 12.5 feet (12 feet depth below existing ground surface). • 300 - •• Ultimate Uplift Resistance Allowable Total Capacity 400 500 600 Westfield Shoppingtown Southcenter Expansion Tukwila, Washington AREASA&C ESTIMATED AXIAL CAPACITY 18 -IN -DIAM. DRIVEN PIPE PILE 700 September 2005 21 -1- 20189 -004 SHANNON & WILSON, INC. I FIG. 9 Geotechnical and Environmental Consultants Ione summary[ AC2.xts - 9/13/2005 CTM GENERALIZED SUBSURFACE PROFILE Based on Test Pile AC-2 0 0 • 0 Medium dense to dense/ very stiff, silty fine SAND and sandy SILT (native) Sandy SILT and very soft to medium stiff, clayey SILT, Organic and PEAT layers present throughout. Moment = 0 kips -ft Axial Load = 500 kips 5 10 - 15 20 Cr a 25 0 Deflection (in) - 0 50 0.00 0.50 1.00 0 30 35 40 45 50 NOTES 1. The lateral resistance analyses were performed using the computer program LPILE Version 4.0 (Reese and Wang, 2002). 2. Loads assumed to be applied at top of piles are as follows: 3. Analyses assume the following pile properties: Area Moment of Modulus of Length (in2) Inertia (1n4) Elasticity (ksi) (ft) 314 1,854.0 3,600 78.5 1.50 2.00 -100 10 15 20 m w = 25 0 O 30 35 40 45 50 Moment (kips - ft) 4. Groundwater level assumed at depth of 15.0 feet. 5. Analyses assume free -head condition at top of piles. 6. Analyses assume pile group spacing of 3 pile diameters. 100 200 300 400 c. 0 -50 0 5 10 15 20 25 30 - 35 - 40 45 50 Shear. (kips) 50 100 —0-0.r Top Deflection — @ -1.0" top deflection - S -1.5" top deflection Westfield Shoppingtown Southcenter Expansion Tukwila, Washington LATERAL RESISTANCE ANALYSES 20 -INCH AUGERCAST PILE Sept. 2005 21 -1- 20189 -004 SHANNON & WILSON, INC. I FIG. 10 Geotechnical and Environmentel Consultants Mlle summary! 0119.xls - S/13/2005 0.000._ 111====e CTM 0 GENERALIZED SUBSURFACE PROFILE Based on Boring B -119 . Medium dense to dense/ very stiff, silty fine SAND and sandy SILT (native) sandy SILT and very soft to medium stiff, clayey SILT, Organic and PEAT layers present throughout. Moment = 0 kips -ft Axial Load = 500 kips 0 5 10 15 20 m w w 25 m 30 35 40 45 50 Deflection (In) - 0.50 0.00 0.50 1.00 1.50 2.00 NOTES 1. The Lateral resistance analyses were performed using the computer program LPILE""' Version 4.0 (Reese and Wang, 2002). 2. Loads assumed to be applied at top of piles are as follows: 3. Analyses assume the following pile properties: Area Moment of Modulus of Length • (in2) Inertia (in4) Elasticity (ksi) (ft) • 27.4 1,053 29,000 160.0 20 5 • 25 a d O 30 -100 0 5 10 15 35 40 45 50 Moment (kips -ft) 0 100 200 4. Groundwater level assumed at depth of 15.0 feet. 5. Analyses assume free -head condition at top of piles. 6. Analyses assume pile group spacing of 3 pile diameters. 300 -40 -20 0 20 40 60 m a a m C 10 15 20 25 30 35 40 45 50 Shear (kips) ' — 0 — .0.5" Top Deflection —El -1.0" top deflection — — 1.5" top deflection 1 Westfield Shoppingtown Southcenter Expansion Tukwila, Washington LATERAL RESISTANCE ANALYSES 184NCH STEEL PIPE PILE Sept. 2005 21 -1- 20189 -004 SHANNON & WILSON, INC. FIGM, 11 Geotechnical and Environmental Consultants 'pile summaryt B119.bs - 9/13/2005 GENERALIZED SUBSURFACE PROFILE Based on Boring B -119 . Medium dense to dense/ very stiff, silty fine SAND and sandy SILT (native) sandy SILT and very soft to medium stiff, clayey SILT, Organic and PEAT layers present throughout. Area • (in2) Moment = 0 kips -ft Axial Load = 500 kips Moment of Inertia (in4) 27.4 1,053 0 5 10 -0 15 m a O 20 25 30 35 40 45 50 3. Analyses assume the following pile properties: Deflection (in) -0.50 0.00 0.50 1.00 NOTES 1. The lateral resistance analyses were performed using the computer program LPILE Version 4.0 (Reese and Wang, 2002). 2. Loads assumed to be applied at top of piles are as follows: Modulus of Length Elasticity (ksl) (ft) 29,000 160.0 1.50 2.00 0 5 10 15 20 25 m 30 35 40 45 50 -100 Moment (kips -ft) 100 200 4. Groundwater level assumed at depth of 15.0 feet. 5. Analyses assume free -head condition at top of piles. 6. Analyses assume pile group spacing of 3 pile diameters. 300 10 15 20 25 a d ' • 30 35 40 a 45 Shear (kips) Westfield Shoppingtown Southcenter Expansion Tukwila, Washington LATERAL RESISTANCE ANALYSES 18 -INCH STEEL PIPE PILE Sept. 2005 21 -1 -20189 -004 SHANNON & WILSON, INC. Geotechnical and Environmental Consultants 0 20 40 —6- 0.5" Top Deflection — 8 - 1.0" top deflection -- x -1.5" top deflection 1 60 FM, 11 CTM APPENDIX A SUBSURFACE EXPLORATIONS SHANNON &WILSON, INC. 21 -1- 20189 -004 APPENDIX A SUBSURFACE EXPLORATIONS SHANNON &WILSON. INC. TABLE OF CONTENTS Page I A.1 INTRODUCTION A -1 A.1.1 Exploratory Soil Borings A -1 A.1.2 Cone Penetration Test A -1 A.2 PREVIOUS SUBSURFACE EXPLORATION A -2 A.3 SOIL SAMPLING A -2 I A.3.1 Thin - walled Tube Samples A -2 A.3.2 Standard Penetration Test Samples A -3 A.4 REFERENCE A -3 LIST OF FIGURES Figure No. 1 1 21- 1- 20189- 004- RIAA.doc/wp/EET A -1 Soil Classification and Log Key (2 sheets) A -2 Log of Boring RB -1 (3 sheets) A -3 Log of Boring RB -2 (2 sheets) A-4 Log of Boring RB -3 (2 sheets) A -5 Log of Boring RB -4 A -6 Log of Boring RB -5 A -7 Log of Boring RB -6 A -8 Log of Boring RB -7 A -9 Log of Boring RB -8 A -10 Log of Boring RB -9 A -11 Cone Penetration Test Plot CPT -01 A -12 Shear Wave Velocity Plot CPT -01 (3 pages) A -13 Cone Penetration Test Plot CPT -02 A -14 Log of Boring B -114 (August 1966) A -15 Log of Boring B -116 (August 1966) (2 pages) A -16 Log of Boring B -117 (August 1966) (3 pages) A -17 Log of Boring B -118 (August 1966) (3 pages) A -i 21 -1- 20189 -004 1 1 1 TABLE OF CONTENTS (cont.) Figure No. LIST OF FIGURES (cont.) A -18 Log of Boring B -119 (August 1966) (3 pages) A -19 Log of Boring B -120 (August 1966) A -20 Log of Boring B -121 (August 1966) A -21 Log of Boring B -122 (August 1966) A -22 Log of Boring B -123 (August 1966) (2 pages) A -23 Log of Boring B -124 (August 1966) A -24 Log of Boring B -134 (August 1966) (3 pages) A -25 Log of Boring B -135 (August 1966) (2 pages) A -26 Log of Boring H -9, -10, and -11 (January 1962) A -27 Log of Boring H -12 (January 1962) A -28 Log of Boring H -13 (January 1962) (2 pages) A -29 Log of Boring H -15 (January 1962) (2 pages) A -30 Log of Boring H -16 (January 1962) (2 pages) 21 -1- 20189- 004- RIAA.doc/wp/EEP A -ii SHANNON 8VVILSON. INC. 21 -1- 20189 -004 A.1 INTRODUCTION The field explorations performed for the Westfield Shoppingtown Southcenter Expansion project consisted of nine soil borings and two cone penetration test explorations performed between October 26 and November 9, 2004. The locations of the soil borings and cone explorations are shown on the Site and Exploration Plan, Figure 2. A.1.1 Exploratory Soil Borings APPENDIX A SUBSURFACE EXPLORATIONS SHANNON FIVVILSON. INC. Nine soil borings were drilled to evaluate the subsurface conditions and to develop parameters for our engineering studies. The deeper borings, designated RB -1 through RB -7, ranged from 49 to 201.5 feet deep. Borings RB -8 and RB -9 were drilled as monitoring wells, and each extended to approximately 29 feet deep. A monitoring well was also installed in boring RB -3 to determine the groundwater level below the proposed retail development area. The logs for the recent soil borings are presented as Figures A -2 through A -10. The Unified Soil Classification System (USCS), as described on Figure A -1, was used to classify the soils encountered in the borings. Gregory Drilling, Inc., of Redmond, Washington, under subcontract to Shannon & Wilson, Inc., drilled the soil borings using a CME 85 truck- mounted drill rig. Soil borings RB -1 through RB -7 were drilled using mud -rotary drilling procedures. RB -8 and RB -9 were advanced using the hollow - stem auger drilling method. The mud - rotary method consisted of drilling the subsurface soils and removing the cuttings by circulation of a bentonite/water mix drilling mud. The cuttings that resulted from the drilling were deposited in a settling tank at the ground surface and the mud was recirculated into the boring. All cuttings were transferred into drums and disposed of by Gregory Drilling, Inc. A.1.2 Cone Penetration Test Two seismic cone penetration tests (CPTs) were completed by Northwest Cone Exploration under subcontract to Shannon and Wilson, Inc. The tests, designated CPT -01 and CPT -02, were used to evaluate the subsurface conditions and to determine the shear wave 21 -1 -20189 -004 -R I AA.dodwpIEET A -1 21 -1- 20189 -004 1 I 1 1 1 1 velocities of the relatively soft soils below the proposed expansion site. The results are plotted as Figures A -11 through A -13. A.2 PREVIOUS SUBSURFACE EXPLORATION Subsurface information from previous explorations was evaluated to supplement geotechnical information derived from the recent exploratory borings. Nineteen soil borings were previously performed in the project vicinity by our firm in 1962 and 1966. These studies are referenced in section A.4. The soil boring designations and locations are shown on the Site and Exploration Plan, Figure 2. The logs for the soil borings are presented as Figures A -14 through A -32. A.3 SOIL SAMPLING Previous and current drilling operations were observed by a Shannon & Wilson, Inc. representative who collected soil samples and prepared a log for each boring. Two types of soil samplers were used throughout drilling operations: thin - walled tubes and standard split - spoons. During the current explorations, disturbed (slit- spoon) or relatively undisturbed (thin -wall tube) samples were retrieved from borings RB -1 through RB -7 at 2'h -foot depth intervals to 20 feet, and at 5 -foot intervals thereafter. Disturbed samples were retrieved from borings RB -8 and RB -9 at 5 -foot depth intervals. Retrieved samples were field screened for the potential presence of contamination. Field screening methods included photoionization detector (PID) measurements, visual observations, and olfactory observations. PID measurements were made to screen for volatile organic vapors such as gasoline and solvents. Where observed, PID measurements recorded less than 3.2 parts per million (ppm) and were likely a result of the decomposing organic material present in the soil. Olfactory sulfur odors observed could potentially be hydrogen sulfide derived from organic decomposition. Environmental analyses of soil gases are being performed under a separate contract and are beyond the scope of this study. A.3.1 Thin -walled Tube Samples Relatively undisturbed samples of cohesive soils were obtained using thin -walled (Shelby) tubes in general accordance with the American Society for Testing and Materials (ASTM) Designation: D 1587, Standard Practice for Thin -Walled Tube Geotechnical Sampling of Soils (ASTM 2002). This sampling method employs a 3 -inch outside - diameter (O.D.) thin - walled steel tube connected to a sampling head that is attached to the drill rods. The tube is slowly pushed by the hydraulic rams of the drill rig into the soil below the bottom of the drilled 21- 1- 20169- 004- RIAA.doc/wp/EEr A -2 SHANNON &WILSON. INC. 21 -1- 20189 -004 hole and then retracted to obtain a sample. Samples were classified in the field and recorded on the logs by our field representative. Samples were carefully sealed and transported to our laboratory for testing. A.3.2 Standard Penetration Test Samples To obtain disturbed soil samples for our phase of study, Standard Penetration Tests (SPTs) were performed in general accordance with the ASTM Designation: D 1586, Test Method for Penetration Test and Split- Barrel Sampling of Soils (ASTM, 2002). The SPT consists of driving a 2 -inch O.D. split -spoon sampler a total distance of 18 inches below the bottom of the drilled hole with a 140 -pound hammer falling 30 inches. The number of blows required to cause the last 12 inches of penetration is termed the Standard Penetration Resistance (N- value). When the resistance exceeded 50 blows for 6 inches or less penetration, the test was terminated and the number of blows and the corresponding penetration were recorded. The Standard Penetration Resistance values are plotted on the boring logs presented in Appendix A. These values provide a means for evaluating the relative density of granular soils and the relative consistency (stiffness) of cohesive soils. SPT samples were classified in the field and recorded on the logs by our field representative. Samples were placed in airtight jars and returned to our laboratory for testing. A.4 REFERENCES 21 -1- 20189-004 -R1 AA.dodwp/E ET A -3 SHANNON &WILSON. INC. American Society for Testing and Materials (ASTM), 2002, 2002 Annual book of standards, construction: West Conshohocken, Pa., volume 04.08 Soil and Rock. Shannon & Wilson, Inc., 1962, Report of foundation investigation, South Center shopping center, Tukwila, Washington: Shannon & Wilson, Inc., Seattle, Wash., report no. W-722, January. Shannon & Wilson, Inc., 1966, Report on foundation investigation for the Shell structure, Southcenter shopping center, Tukwila, Washington: Shannon & Wilson, Inc., Seattle, Wash., report no. W65 -722C, August. Shannon & Wilson, Inc., 1966, Report on foundation investigation, J.C. Penney Co. building, Southcenter shopping center, Tukwila, Washington: Shannon & Wilson, Inc., Seattle, Wash., report no. W65- 722-4, August. Shannon & Wilson, Inc., 1966, Report on foundation investigation, Frederick and Nelson building, Southcenter, Tukwila, Washington: Shannon & Wilson, Inc., Seattle, Wash., report no. W65- 722 -5, August. 21 -1- 20189 -004 DESCRIPTION SIEVE NUMBER AND /OR SIZE FINES < #200 (0.08 mm) SAND` - Fine - Medium - Coarse #200 to #40 (0.08 to 0.4 mm) #40 to #10 (0.4 to 2 mm) #10 to #4 (2 to 5 mm) GRAVEL* -Fine - Coarse #4 to 3/4 inch (5 to 19 mm) 3/4 to 3 inches (19 to 76 mm) COBBLES 3 to 12 inches (76 to 305 mm) BOULDERS > 12 inches (305 mm) COARSE - GRAINED SOILS FINE GRAINED SOILS N, SPT, jLOWS/FT. RELATIVE DENSITY N, SPT, RELATIVE BLOWS/FT. CONSISTENCY 0 - 4 4 -10 10 - 30 30 - 50 Over 50 Very loose Loose Medium dense Dense Very dense Under 2 2 -4 4 - 8 8 -15 15 - 30 Over 30 Very soft Soft Medium stiff Stiff Very stiff Hard Shannon & Wilson, Inc. (S& W), uses a soil classification system modified from the Unified Soil Classification System (USCS). Elements of the USCS and other definitions are provided on this and the following page. Soil descriptions are based on visual -manual procedures (ASTM D 2488 -93) unless otherwise noted. S&W CLASSIFICATION OF SOIL CONSTITUENTS • MAJOR constituents compose more than 50 percent, by weight, of the soil. Major oonsituents are capitalized (i.e., SAND). • Minor constituents compose 12 to percent of the soil and precede the major constituents (Le., silty SAND). Minor constituents preceded by "slightly" compose 5 to 12 percent of the soil (I.e., slightly silty SAND). • Trace constituents compose 0 to 5 percent of the soil (i.e., slightly silty SAND, trace of gravel). MOISTURE CONTENT DEFINITIONS Dry Absence of moisture, dusty, dry to the touch Moist Damp but no visible water Wet Visible free water, from below water table ABBREVIATIONS ATD Elev. ft FeO MgO HSA ID in Ibs Mon. N NA NP OD OVA PID ppm PVC SS SPT USC WLI At Time of Drilling Elevation feet Iron Oxide Magnesium Oxide Hollow Stem Auger Inside Diameter inches pounds Monument cover Blows for last two 6 -inch Increments Not applicable or not available Non plastic Outside diameter Organic vapor analyzer Photo-ionization detector parts per million Polyvinyl Chloride Split spoon sampler Standard penetration test Unified soil dassification Water level Indicator GRAIN SIZE DEFINITION Unless otherwise noted, sand and gravel, when present, range from fine to coarse in grain size. RELATIVE DENSITY / CONSISTENCY WELL AND OTHER SYMBOLS ® BIN Bent. Cement Grout Bentonite Grout Bentonite Chips Silica Sand PVC Screen Vibrating Wire Surface Cement Seal Asphalt or Cap Slough Bedrock .Westfield Shoppingtown Southcenter Expansion Tukwila, Washington SOIL CLASSIFICATION AND LOG KEY September 2005 21 -1 20189 -004 SHANNON & WILSON, INC. I FIG. A -1 Geotec nical and Environmental Consultants Sheet 1 of 2 • UNIFIED SOIL CLF SSIF SYSTEM IUSCS) ASTM D248748 1.; '93) 2488 - . MAJOR DIVISIONS GROI/P/GRAPHIO SYMBOL TYPICAL. DESCRIPTION COARSE GRAINED SOILS (more than 50% retained on No. 200 sieve) Gravels (more than 50% of coarse fraction retained on No. 4 sieve) Clean Gravels (les 5% firms GW w i • '' e' We gravels, grave vevsa e� sa or no fines nd m i , GP O o e o .. _ Poorly graded ravels, ravel -sand mixtures, little or no fines Gravels with Fines (more than 12% fines) G M • Silty gravels, ravel -sand -silt mixtures y g g GC 3 / m resravels, gravel-sand-clay Sands on ( coarse fraction passes the No. 4 sieve) Clean Sands (less than 5% fines) SW Well- graded sands, gravelly sands, little or no fines SP Poorly graded sand, gravelly sands, little or no fines Sands (more than 12% fines) SM ..ai Silty sands, sand -silt mixtures SC Clayey sands, sand-clay mixtures FINE S R LINED (50% or more passes the No. 200 sieve) Silts and Clays (liquid limit less than 50) Inorganic ML Inorganic sifts of low to medium plasticity, rock flour, sandy silts, gravelly silts, or clayey silts with slight plasticity CL I anic clays of low to medium p l s uci , ra ays, sandy clays, y ys G ys Organic OL _ _ - p s silts and organic silty clays of Silts and Clays (liquid limit 50 or more) Inorganic MH Inorganic silts, micaceous or diatomaceous fine sands or silty soils. elastic stit CH Inorganic clays or medium to high p a sficity, sandy fat clay, or gravelly fat y Organic OH 4 plasticity, organic medium to high OR GANIC SOILS Primarily organic matter, dark In color, and organic odor PT �...r Peat, humus, swamp soils with high orga content (see ASTM D 4427) 1 1 5 0 a. co v 0 o m NOTE: No. 4 size = 5 mm; No. 200 size = 0.075 mm NOTES 1. Dual symbols (symbols separated by a hyphen, Le., SP-SM, slightly silty fine SAND) are used for soils with between 5% and 12% fines or when the Nquid limit and plasticity Index values plot In the CL -ML area of the plastidty chart. 2. Borderline symbols (symbols separated by a slash, i.e., CL/ML, silty CLAY /dayey SILT; GW/SW,, sandy GRAVEL/gravelly SAND) Indicate that the soil may fall Into one Of two possible basic groups. Westfield Shoppingtown Southcenter Expansion Tukwila, Washington SOIL CLASSIFICATION AND LOG KEY September 2005 21- 1- 20189 -004 SHANNON & WILSON, INC. I FIG: A -1 Geotedv� ca and Env/Ixmental Consultants Sheet 2 of 2 SOIL DESCRIPTION Surface Elevation: Approx. 24.0 Ft. I iA 'tde° 1 loquAg I wdd'aid saidweg Ground Water Depth, Ft. Standard Penetration Resistance ht, 30 -inch drop) • vs per foot 20 -00 6, \Asphalt pavement. r 0.3 15 20 27 30.09 33.0 53 ss V ' -^� .- • • . � 0 o glir loi 13= 14= ,s= 1e= n= ta= 19 � 20= 21= 22 2311 24= 10 50 60 70 80 L 90 !i 1 I i I •: :•: i . T • • • • • E 0 I i Medium dense to loose with depth, gray, clayey, silty, fine to medium SAND; moist; (Fill) SM. Loose, gray, clayey, silty, fine to medium SAND; moist; SM. Loose, brown, clayey SILT with numerous organics; moist; ML. Soft, dark brown, slightly clayey, silty 1 PEAT; fine to coarse (1/2 -inch) fibers and r bark; moist; PT. J \Soft, brown, organic-rich CLAY; moist; OH. Loose to medium dense, black, clean to slightly silty, fine to medium SAND; moist to wet; SP. Medium dense, dark gray, silty, fine SAND to fine sandy SILT with scattered clean sand lenses; wet; SM /ML. • • Very loose and very soft, dark gray, slightly sandy to sandy SILT and clayey SILT with trace of organics; sulfur odor, wet; ML/MH. CONTINUED NEXT SHEET - - -- .: _... _ -- - -- ---- :... ____ - --- --- - --- - . . -{•• A 1 • 20 40 ' LEGEND 0 6 • Sample Not Recovered • % Water Content 1 Standard Penetration Test Plastic Limit I-- -0 - 1 Liquid Limit It Thin Wall Sample Natural Water Content iVOTES 1. The boring was performed using drilling methods. 2. The stratification races represent the approximate boundaries between soil types, and the transition may be gradual. 3. The discussion In the text of this report Is necessary for a proper understanding of the nature of the subsurface materials. 4. Groundwater level, if indicated above, is for the date specified and may vary. 5. Refer to KEY for explanation of symbols. codes and definitions. 6. USCS designation is based on visual manual classification and selected lab testing. Westfield Shoppingtown Southcenter Expansion Tukwila, Washington LOG OF BORING RB -1 September 2005 21 -1- 20189 -004 SHANNON 8c1MLSON, INC. tec nicat and Environmental consultants 1 FIG. A -2 Sheet 1 of 3 SOIL DESCRIPTION I I _______1J '43dep 1 loguh(s wdd 'Old I seldwes Ground Water Depth, Ft. Standard Penetration Resistance 1 .. :.f i •r� .. _. . •mss. ._s H H H Q H Q H H H HH H H H H H H H H H q !e Ir IC F3 f� "03 N3 �. .� 1 1 1 i 1 1 SOIL DESCRIPTION Surface Elevation: Approx. 24.0 Ft. BOTTOM OF BORING COMPLETED 10/27/2004 0. 201.5 0 E 0. c m as a E to uy 210 220 230 240 250 260 270 280 290 Standard Penetration Resistance (140 Ib. weight, 30 -inch drop) • Blows per foot 0 20 40 6.0 LEGEND • Sample Not Recovered = Standard Penetration Test II Thin Wall Sample 0 20 40 60 • % Water Content Plastic Limit 1-0-1 Uquid Limit Natural Water Content Westfield Shoppingtown Southcenter Expansion NQIE$ Tukwila, Washington 1. The boring was performed using drilling methods. 2. The stratification Ines represent the appra dmate boundaries between soil types, and the transition may be gradual. LOG OF BORING RB-1 3. The discussion In the text of this report Is necessary fora proper understarxxng of the nature of the subsurface materials. 4. Groundwater level, If Indicated above, is for the date specified and may vary. September 2005 21 -1- 20189-004 6 Refer to KEY for explanation of symbols, codes and definitions. 6. USCS designation Is based on visual - manual ctassificatlan and selected lab testing. SHANNON & WILSON, INC. 1 FIG. A -2 Geotedrical and EnvIrcanental Consultants Sleet 3 of 3 SOIL DESCRIPTION Surface Elevation: Approx. 27.0 FL s uede 1 pgwi s 1 wdd 'pld 1 se idweg Ground Water Depth, Ft. Standard Penetration Resistance (140 Ib. weight, 30 -inch drop) • Blows per foot 0 20 40 60 Asphalt pavement • • WIWZMAL/Mili \ 1111 \\ • 1.5 1.5 11 21 31 51 6= 7= e= 9= 10� 1 72= 13= 141 1s= 161 17 15 191 20= 27= 221 23= 241 251 261 None Encountered Miring Drilling tO • . Medium dense, gray, slightly sandy to sandy SILT and silty, fine to medium SAND, trace of gravel; moist; ) SM/ML. • : • Soft to medium stiff, brown, slight ly sandy SILT with infrequent sand seams to clayey SILT with Infrequent sandy silt seams; moist; numerous root and fibs organics; sulfur odor, MH/OH. 1 ----I • • :: - • • • : : . Very soft, dark gray, organic SILT; moist; high plasticity; OH. Very loose to medium dense, k gray and black, stratified slightly silty to silty, fine SAND and slightly sandy to sandy SILT; wet at 47 to 48.5 feet/moist remainder; SM/ML. • . . F-- • ` Very soft, dark gray, organic, clayey SILT; moist; strong sulfur odor, scattered organics, broken mussel shells towards bottom of unit; OH/MH. 75 95.0 98.5 • 1: • ■ I -- ► • Very soft, dark gray, fine sand SILT; wet; \ low to moderate plasticity; numerous small r shells (less than 1/2-inch-diameter); ML. Medium dense, gray, slightly silty to silty, fine to medium SAND; wet; gravelly towards bottom of unit; SM. • • • • Very stiff, dark brown, slightly sandy, silty -,,,PEAT: strong OderyWatrn arr r gw r /- LEGEND 0 20 40 60 • Sample Not Recovered • % Water Content 1 Standard Penetration Test Plastic Limit f ---0--I Liquid Limit ]I Thin Walt Sample Natural Water Content • . NOTES 1. The boring was performed using drilling methods. 2. The stratification lines represent the approximate boundaries between soil types, and the transition may be gradual. 3. The discussion in the text of this report is necessary for a proper understanding of the nature of the subsurface materials. 4. Groundwater level, if indicated above, is for the date specified and may vary. 5. Refer to KEY for explanation of symbols. codes and definitions. 6. USCS designation Is based on visual - manual classification and selected lab testing. Westfield Shoppingtown Southcenter Expansion Tukwila, Washington LOG OF BORING RB -2 September 2005 21 -1- 20189 -004 SHANNON & WILSON, INC. Geotechnical and Environmental Cansultants FIG. A -3 Sheet 1 of 2 SOIL DESCRIPTION Surface Elevation: Approx. 27.0 FL I *w '4ndea Symbol 1 wdd'aid I seldwes Ground Water Depth, Et. Standard Penetration Resistance (140 lb. weight, 30 -inch drop) • Blows per foot 0 20 4 - .Medium dense, pray, sandy GRAVEL; GW., 101.0 105.0 118.0 129.0 138.5 27= 28= 30= 31= 3z= 33= 34= 110 120 1 140 150 160 170 180 190 • • w' Very dense, light gray with rust—colored mottling, fine, sandy SILT with trace of /" and; moist; ML. / Very dense, gray, slightly silty, trace to gravelly, fine to coarse SAND; wet; SW -SM. • 50/3"4 501674 Very dense, gray, silty, sandy GRAVEL to silty, gravelly SAND; wet; subangular to angular gravel; GM /SM. • ♦ 50/5 50/11 Very dense, gray to gray -blue, slightly gravelly, sandy SILT; moist; low to moderate plasticity; ML. • 91110•-4 844 BOTTOM OF BORING OCTOBER 29,201 ---- - - -- - -- — — — ....... ... ...... LEGEND 0 20 40 60 • Sample Not Recovered • % Water Content 1 standard Penetration Test Plastic Limit 1-0--1 Liquid Limit 31 Thin Wall Sample Natural Water Content MTES 1. The boring was performed using drilling methods. 2. The stratification Ines represent the approximate boundaries between soil types. and Vie transition maybe gradual. 3. The discussion in the text of this report Is necessary for a proper understanding of the nature of the subsurface materials. 4. Groundwater level, if indicated above, Is for the date specified and may vary. 5. Refer to KEY for explanation of symbols, codes and definitions. 6. USCS designation Is based on visual - manual classification and selected lab testing. Westfield Shoppingtown Southcenter Expansion Tukwila, Washington LOG OF BORING RB -2 September 2005 21 -1- 20189 -004 SHANNON & WILSON, INC. Gectech ical and Environmental Consultants FIG. A -3 Sheet 2 of 2 SOIL DESCRIPTION Surface Elevation: Approx. 27.0 F 'index logw/ wdd 'ald I seidweg Ground Water Depth, Ft. Standard Penetration Resistance (1401b. weight, 30 -inch drop) • Blows per foot 0 20 40 6. sphait paving. 0.3 14 18.5 19 41 22.0 310 40.0 63.0 73 32 '= 2 = 3= 4= e =I e= 7 = e = s= 1°H 12 = 13 14 = ,s= 18 = 17= 18 = 19= 20= 21 22= - • j j j % j % j % % ••: • yy j} � � / 10 20 0 3 � ao 60 70 80 90 • - . . Loose to medium dense, gray, trace to slightly gravelly, silty, fine to medium SAND and sandy SILT; moist to wet with depth; (Fill) SM/ML. • Loose, Tight brown, sandy SILT, ace of gravel; occasional organics; ML. Medium stiff, dark brown CLAY, ace of fine sand; numerous small fibers and roots; ' CH-OH. • • nose, gray, silty, fine SAND; SM. Medium stiff, brown to dark brown, slightly ndy, silty PEAT; PT. • -- Soft, brown SILT, trace of fine td; umerous organics; - . •` . - . ----- I • . - : - • •* _- • - - - L Very soft, dark ark gray, s, il CA' 1d cla Y Y e SILT, traces of fine sand; moist; moderate to high plasticity; numerous small bivalue hells (1/2 -inch- diameter); MH I. Loose to dense with depth, gray, trace to slightly silty, fine to medium SAND; wet; numerous small and broken shells; SP -SM. • • 50/5 50/3 Dense, gray, sandy, fine GRAVEL, trace of silt; wet; GP. Very dense, gray, silty, fine to medium SAND and sandy SILT, trace of subrounded to subangular fine gravel; moist; SM/ML. CONTINUED NEXT SHEET 50/4 - 501 3 " 5 /3" LEGEND 0 20 40 • Sample Not Recovered 8 :1 Piezometer Screen and Sand Filter • % Water Content 1 Standard Penetration Test 1 Bentonite- Cement Grout Plastic Unlit 1 - 0 - 1 UquidUmit ]I Thin WaN Sample ••I v Bentonite Chips/Pellets Natural Water Content ■6 Bentonite Grout X Ground Water Level in well I 1. The boring was performed using drilling methods. 2. The stratification Nnes represent the approodmate boundaries between soil types, and the transition may be gradual. 3. The discussion In the text of this report Is necessary fora proper w- aderstanding of the Westfield Shoppingtown Southcenter Expansion Tukwila, Washington LOG OF BORING RB -3 September 2005 21 -1- 20189 -004 nature of the subsurface materials. 4. Groundwater level, If indicated above, is for the date specified and may vary. 5. Refer to KEY for explanation of symbols, codes and definitions. . 6. USCS designation Is based on visual- marwai classification and selected lab testing. SHANNON &WILSON, INC. Geotechmieed and Environmental Consultants I FIG. A4 Sheet 1 of 2 i 1 i i 1 1 5 1 91 76 7Y SOIL DESCRIPTION Surface Elevation: Approx. 27.0 Ft. BOTTOM OF BORING COMPLETED 11/3/2004 Sample Not Recovered Standard Penetration Test it Thin Wall Sample n ar 107.8 .o E CO a c so m J.EGEND Plezometer Screen and Sand Filter ® Bentontte- Cement Grout Bentonite Chips/Pellets ® Bentonite Grout X Ground Water Level In Well EMS 1. The boring was performed using drilling methods. 2. The stratification Ines represent the approximate boundaries between sot types, and the transition may be gradual. 3. The dicrrsdon In the text of this report is necessary for a proper understanding of the nature of the subsurface materials. 4. Groundwater level. If indicated above, Is for the date specified and may vary. 5. Refer to KEY for explanation of symbols, codes and definitions. 6. USCS designation Is based on visual-manual classification and selected lab testing. a - e ` 5 CD O. 110 120 130 140 150 160 170 180 190 Standard Penetration Resistance (140 Ib. weight, 30 -inch drop) • Blows per foot 20 40 20 40 • % Water Content Plastic Limit 1-0--1 Liquid Umit Natural Water Content Westfield Shoppingtown Southcenter Expansion Tukwila, Washington LOG OF BORING RB -3 September 2005 21- 1- 20189 -004 SHANNON & WILSON, INC. FIG. A-4 Geotechnical and Environmental Consultants Sheet 2 of 2 60 50/2 - -* 5014 ".. SOIL DESCRIPTION Surface Elevation: Approx. 28.0 Ft. Depth, Ft. I Symbol I I seldwes '3d '43dea JeieM punoJo Standard Penetration Resistance (140 Ib. weight, 30 -inch drop) • Blows per foot 0 20 40 60 3 1/2-inch asphalt concrete; 1.5 -foot base. Medium dense, gray and light brown, slightly gravelly, silty SAND; moist (Fill) SM. 1 7 ' 0 12'8 30.5 36.0 40 64.0 11 21 3= 4Z 61 61 71 a =o 10= 11= 12= 1 3 = 141 15= 16= 1= 18= 10 20 30 40 50 60 70 80 90 • ' • : _. — — — = -: ; : � ' ; ;. °:' ' ti – : , • ' a. • :. :. • ' - ,-;--.1 Loose, gray, silty, fine to medium SAND, trace of gravel; wet at 10 feet SM. — • 1 1 1 Soft, brown, clayey SILT with numerous organics and PEAT layers; wet; sand lense at 20 to 21 feet; OL/PT. ---0 • — • • 50/5'I Dense to very dense, gravelly SAND and sandy GRAVEL; wet; SP /GP. Hard, gray SILT; moist; ML. t �--- • 86/11'A 11-1 764 Very dense, gray, silty SAND and sandy SILT, trace of gravel at 58 feet; moist; SM /ML. •~ 77111% • •50 /5' — - -- ......... - - - -- - --i— ......... $ 83/ — — — — - -- ......... ......... BOTTOM OF BORING COMPLETED 11/5/2005 — —_— — -- ..... ......... LEGEND 0 20 40 60 • Sample Not Recovered g Ground water Level ATD • % Water Content 1 Standard Penetration Test Plastic Limit I-0 Liquid Limit Natural Water Content tIMEE 1. The boring was performed using drilling methods. 2. The stratification Ines represent the approximate boundaries between soil types, and the transition may be °radu'a 3. The discussion In the text of this report is necessary fora proper understanding of the nature of the subsurface materials. 4. Groundwater level. If Indicated above, is for the date specified and may vary. 5. Refer to KEY for explanation of symbols, codes and definitions. . 6. USCS designation Is based on visual- manual classification and selected lab testing. Westfield Shoppingtown Southcenter Expansion Tukwila, Washington LOG OF BORING RB-4 September 2005 21 1 20189 S N r „� r C. Geotechnical and tal Consultants FIG. 14 SOIL DESCRIPTION Surface Elevation: Approx. 28.0 Ft. Depth, Ft. I 1 pgw's 1 %Owes .tj •ytdeQ Jewm punae Standard Penetration Resistance (140 Ib. weight, 30 -inch drop) • Blows per foot 0 20 40 60 3-inch asphalt concrete; 9-inch compacted base course. / 12.0 17.0 21.0 31.0 38.0 47.5 53.0 63.0 83.0 .. " -. t ; ' s• • %• , - % • t= 21 3 =E 4—` 51 5 1 7= e g = 70= 1 ' 12= 21 13= 141 151 161 17= 18= 19= 2o= 211 10 20 IP 30 40 50 70 80 90 :: • • ' " Medium dense to dense/very stiff, gray to Tight brown, silty, fine SAND and slightly sandy SILT, trace of gravel; moist; (Fill) SM /ML. —� • . . •� • = " _:_• . Loose, brownish -gray, slightly gravelly, silty SAND; wet; sand is well graded; SM. • Very soft, gray, clayey SILT; moist; ML. • • • • — ® • • :N • : - ;^ ; • . ,• Loose to medium dense, dark gray, clean to slightly silty, very fine SAND; wet; occasional organics; SP. Medium stiff, brown to dark gray, silty CLAY /clayey SiLT, trace of fine sand, numerous organics; moist; MUCL. Medium dense, dark gray, fine to medium SAND; wet; SP. • • Very loose/soft, dark gray, varved, very fine to fine silty SAND and sandy SILT; 1 numerous organics; strong sulfur r; r SM /ML. / ill. • • • V ery soft to soft, gray to dark gray, ty CLAY /clayey SILT; moist; organics at top of slaver, strong sulfur odor, MH /CH. ,— ::: • • • Medium dense to very dense, gray, slightly silty to silty, fine to coarse SAND tomes gravelly towards bottom; wet; scattered shells; SM. • . - BOTTOM OF BORING COMPLETED 11/9/2004 • LEGEND 0 20 40 60 • Sample Not Recovered y Ground Water Level ATD • % Water Content E Environmental Sample Obtained Plastic Unlit 1-111-1 Uquid Limit 1 Standard Penetration Test Natural Water Content 1I Westfield Shoppingtown Southcenter Expansion Tukwila, Washington 1. The boring was performed using drilling methods. 2. The stratification Ines represent the approximate boundaries between sot types, and the transition maybe gradual. 3. The discussion In the text of this report is necessary fora proper understanding of the nature of the subsurface materials. 4. Groundwater level, If Indicated above, Is for the date specified and may vary. 5. Refer to KEY for explanation of symbols. codes and definitions. 6. t1SCS designation is based on visual - manual dassHtcatIon and selected lab testing. LOG OF BORING RB -5 September 2005 21 -1- 20189-004 SHANNON 8r WILSON, INC. Geotecnnlcal and Ernrorvranual Consultants • I FIG. A-6 SOIL DESCRIPTION Surface Elevation: Approx 32.0 Ft. Depth, Ft. I loquits 1 ceidweg Ground Water Depth, Ft. Standard Penetration Resistance (140 lb. weight, 30 -inch drop) A Blows per foot 0 20 40 60 3-Inch asphalt concrete; 18 -inch base rock. ,- 1.8 7. 0 9.5 15.5 20.0 30.0 49.0 1= 21 a =E 4= 51 61 r= 8 = 9 = 1o= 11 = 121 13= 14= 151 • V E 10 a 20 30 40 50 60 70 80 90 Medium dense, brown, slightly gravelly, silty SAND; moist; SM. Medium dense, brown, slightly sandy to sandy '\SILT; moist; ML. f i Medium dense, brown, clean to slightly silty, fine to medium SAND, trace of gravel at top; /' wet SP-SM. / Medium dense, brown and gray, sanciy SILT \to silty SAND; moist to wet with c I; SM/ML./ -0 ... - Dense to very dense, brown, fine to medium SAND, trace of silt; wet; SP. • .•' ... • ' ' ..... 82. 5016'4 Very dense, gray, stratified well-graded sandy GRAVEUgravelly SAND and sandy SILT, occasional clean sand layers; we SW/ML. • 50/5' TQA BOTTOM OF BORING COMPLETED 11/6/20 ......... ......... ...... LEGEND 0 20 40 60 • Sample Not Recovered V. Ground Water Level ATD • % Water Content E Environmental Sample Obtained Plastic Limit 1-9-1 Liquid Limit 1 Standard Penetration Test Natural Water Content NOW 1. The boring leas performed using drilling methods. 2. The stratification Ines represent the approximate boundaries between soil types, and the transition maybe9radtaL 3. The discussion In the text of this report Is necessary for a proper understanding of the nature of the subsurface materials. 4. Groundwater level, if indicated above, Is for the date specified and may vary. 5. Refer to KEY' for explanation of symbols, codes and definitions. 6. USCS designation Is based on visual - manual classification and selected lab testing. Westfield Shoppingtown Southcenter Expansion Tukwila, Washington LOG OF BORING RB-6 September 2005 21 -1- 20189 -004 SHANNON & WILSON, INC. Geotedvdcal and Environmental caneultarts I FIG. A -7 SOIL DESCRIPTION Surface Elevation: Approx. 32.0 Ft. u 'ytdea Symbol I seldwes Ground Water Depth, Ft. Standard Penetration Resistance (140 Ib. weight, 30 -inch drop) A Blows per foot 0 20 40 60 3-inch asphalt concrete, 6-inch competed base course. 0.8 6.5 9.5 19.0 27 48.8 ► -. 1 : 11 ; 11 P:, -1 , 1 7 1 , H HHHHH H H H H b A b OI � ^ ' e � g 10 20 30 40 50 70 80 90 • . • • ---• • • • Loose to medium dense, brown to gray, slightly gravelly, silty SAND and sand moist; SM/ML. sore, Medium dense, gray, slightly sandy S ML. Medium dense to dense, gray, slightly silty to silty, sandy GRAVEL and gravelly SA moist to wet at 12.5 feet; gravel well-g; M. • • • • • .. • • • • .. • ....... . Dense, gray, fine to medium SAND, scattered wood debris at 22.5 to 23.5 feet and a slightly sandy silt layer at 23.5 to 24.5 foot do 'et; P. : ' = � ° • • • 614 Very dense, gray, stratified clean to silty SAND an slightly sandy SILT, gravely 27.0 to 35.0 feet moist to wet; SM /M " • " • • 634 87110• BOTTOM OF BORING COMPLETED 11/5/2004 Note: Heave caused a low blow count sample #8. ___ __ — _ .. ...... .... .... .. .... . . 0 20 40 60 LEGEND • Sample Not Recovered g Ground Water Level ATD • % Water Content 1 Standard Penetration Test Plastic Umit 1-- -•-- -1 Uquid Umit Natural Water Content MIES 1. The boring was performed using drlling methods. 2. The stratification Ines represent the approximate boundaries between soli types, and the transition may be gradual. 3. The discussion In the text of this report Is necessary for a proper understanding of the nature of the subsurface materials. 4. Groundwater level. If Indicated above, Is for the date specified and may vary. 6. Refer to KEY for explanation of symbols, codes and definition. 6. USCS designation is based on visual - manual classification and selected lab testing. Westfield Shoppingtown Southcenter Expansion Tukwila, Washington LOG OF BORING RB -7 September 2005 21 -1- 20189-004 SHANNON & WILSON, INC. Geotedaieal and Environmental Consultants I FIG. A -8 SOIL DESCRIPTION Surface Elevation: Approx. 27.0 Ft. Depth, Ft. I wqus I said wes 7d '41de0 Je;eM pump Standard Penetration Resistance (140 lb. weight, 30 -inch drop) • Blows per foot 0 20 40 60 \ 3 inches of asphalt concrete, approximately /� inches of base rock. / 1.0 13.0 23.0 29.7 iii• ,--• . .�.:' ` \ ._.. , _ 21 a= 41 t ' = .31 1 • 04 woman' v 1 10 1 20 • -I Loose, brown and gray, sandy SILT and slightly sandy, silty GRAVEL; moist (Fill ?) MUGM. AI Very loose to loose, brown to gray, sandy SILT and slightly silty to silty, fine to medium SAND, trace of gravel; moist to wet at 21.0 feet; SM /ML. _ Soft to medium stiff, brown to gray, slightly fine sandy, organic SILT; moist; small twigs and fibers; ML -OL. . ... 30 40 50 60 70 80 90 — — .... ..... - - - - --- --- .. ...... BOTTOM OF BORING COMPLETED 11/8/2004 .... .... ---- - - - - -- - -- ----- - .. LEGEND 0 • 20 40 60 • Sample Not Recovered 6 :81 Piezometer Screen and Sand Filter • % Water Content = Standard Penetration Test I Grout Plastic Limit F—• —I Liquid Limit ]I Thin wall Sample 'MIN' Bentonite Chips!Pe6ets Natural Water Content ■6 Bentonte Grout I Ground Water Level In Wet t Westfield Shoppingtown Southcenter Expansion Tukwila, Washington 1. The boring was performed using Miring methods. 2. The stratification lines represent the apprerdmate boundaries between soli types, and the transition may be gradual. 3. The discussion in the text of this report is necessary for a proper understanding of the nature of the subsurface materials. 4. Groundwater level, If indicated above, Is for the date specified and may vary. 5. Refer to KEY for explanation of symbols, codes and definitions. B. USCS designation is based on visual - manual classification and selected lab testing. LOG OF BORING RB-8 September 2005 21 -1- 20189 -004 SHANNON 8r WILSON, INC. Gecle vnicar end Ern ronmerual Consonants I FIG A-9 . SOIL DESCRIPTION Surface Elevation: Approx. 25.0 Ft. Depth, Ft. I Iogw 9 I saldwes Ground Water Depth, Ft. Standard Penetration Resistance (1401b: weight, 30 -inch drop) • Blows per foot 0 20 40 60 4 inches of asphalt concrete, approximately 20 inches of crushed base course. f 2 0 13.0 25.5 29.0 % c r" +_ 2 I 4= 51 s IL + ►oauau« y .: = y' 10 20 • Medium dense, gray, sandy SILT and slight gravelly, silty, fine to medium SA moist; (Fill) SM/ML. --� • . . . . . . Loose to medium dense, dark gray, slightly silty, very fine SAND; wet; SP-SM. — ® ' Soft, light brown and gray, clayey .T; moist; numerous organics and peat layers below 27 feet; ML -OL. 30 40 50 60 70 80 90 ....... BOTTOM OF BORN COMPLETED 11/8/2( ......... ......... -._. _ J — - -- ... ----------- ..-- - -- ......... - . . LEGEND 0 20 40 60 • Sample Not Recovered 81:• Pie:meter Screen and Sand niter • % Water Content 1 Standard Penetration Test NM Bentonite- Cement Grout Plastic Limit 1-0-1 Liquid Limit I,[ Thin Wall Sample *:• ::: Bentonite Chips/Pellets Natural Water Content 11% BentoniteGrout 1 Ground Water Level in Well NMI 1. The boring was performed using drilling methods. 2. The stratification ins represent the approximate boundaries between soil types. and the transition maybe gradual 3. The discussion in the text of this report Is necessary for a proper understanding of the nature of the subsurface materials. 4. Groundwater level. tf Indicated above, Is for the date specified and may vary. 5. Refer to KEY for explanation of symbols, codes and definitions. 6. USCS designation is based on visual-manual classification and selected lab testing. Westfield Shoppingtown Southcenter Expansion Tukwila, Washington LOG OF BORING RB -9 September 2005 21 -1- 20189 -004 SHANNON & WILSON, INC. Geatechnical and Environmental Consultants I FIG. A-10 1 1 1 1 1 5 c 5 20 40 Depth 80 (ft) Tip Resistance Qt TSF 0 0 100 _r 120 - --- '---- 140 180 L 'Soil behavior type and SPT based on data from UBC -1983 cr r a.,IC -AC.. Operator Brown Sounding: CPT -01 Cone Used: DSG0880 Friction Ratio Pore Pressure Fs/Qt (96) Pw PSI 300 0 10 -50 ? h I Shannon & Wilson Maximum Depth = 142.39 feet .4— a 1 1 sensitive fine grained • 4 silty clay to day • 2 organic material ; 5 clayey silt to silty clay ..- • 3 clay • 6 sandy silt to clayey silt Northwest Cone Exploration CPT Date/Time: 11/3/2004 11:17:02 AM Location: South Center Mall Job Number. 21- 1- 20189-001 rti Soil Behavior Type' SPT N• Zone: UBC- 1983 60% Hammer 200 0 12 0 Depth Increment = 0.164 feet • 7 silty sand to sandy silt 8 sand to silty sand 9 sand -I J I - L. • 1 1 L - r J— • 10 gravelly sand to sand • 11 very stiff fine grained (1 • 12 sand to clayey sand (•) 50 IOMmommw Depth 68.570ft Ref 65.289ft Depth 71.850ft Ref 68.570ft Depth 75.131ft Ref 71.850ft Depth 78.412ft Ref 75.131ft Depth 81.529ft Ref 78.412ft Depth 84.646ft Ref 81.529ft Depth 87.927ft Ref 84.646ft Depth 91.207ft Ref 87.927ft Depth 94.488ft Ref 91.207ft Depth 97.769ft Ref 94.488ft Depth 101.050f Ref 97.769ft Depth 104.331f Ref 101.050ft Depth 107.612f Ref 104.331ft Depth 110.892f Ref 107.612ft Depth 114.009f Ref 110.892ft Depth 117.454f Ref 114.009ft Depth 120.571f Ref 117.454ft Depth 124.016f Ref 120.571ft Depth 127.297f Ref 124.016ft Depth 130.577f Ref 127.297ft 0 50 03701 son 100 South Center Mall 150 Time (ms) 200 Hammer to Rod String Distance 1.5(m) * e Not Determined 250 Delay 129.95ms Velocity 540.44ft/s Delay 135.62ms Velocity 577.86ft/s Delay 141.59ms Velocity 547.76ft/s Delay 147.18ms Velocity 586.17ft /a Delay 153.15ms Velocity 520.55ft/s Delay 158.62ms Velocity 568.97ft/s Delay 164.48ms Velocity 559.06ft/s Delay 169475ms Velocity 621.25ft/s Delay 175.89ms Velocity 534.25ft/s Delay 181.32ms Velocity 603.49ft/s Delay 187.10ms Velocity 566.84ft/s Delay 191.82ms Velocity 693.38ft/s Delay 196.39ms Velocity 717.13ft/s Delay 202.06ms Velocity 576.69ft/e Delay 206.86ms Velocity 648.12ft/s Delay 211.24ms Velocity 786.74ft/s Delay 215.49ms Velocity 731.44ft/s Delay 219.01ms Velocity 979.15ft/s Delay 224.O5ms Velocity 650.62ft/s Delay 228.23ms Velocity 784.43ft/s 300 1 1 V - Y~ -Y Y 1 1 r 1 , 1 1 1 1 J 47 1 ' 1 1 - ` I 1 - 1 1 1 1 ' 1 . I 1 1 I 1 .\ 1 J r , 1 i I n /+ " > 'A '4>C740:)K1 ... t 1 1 1 1 1 _ I t, 1 IOMmommw Depth 68.570ft Ref 65.289ft Depth 71.850ft Ref 68.570ft Depth 75.131ft Ref 71.850ft Depth 78.412ft Ref 75.131ft Depth 81.529ft Ref 78.412ft Depth 84.646ft Ref 81.529ft Depth 87.927ft Ref 84.646ft Depth 91.207ft Ref 87.927ft Depth 94.488ft Ref 91.207ft Depth 97.769ft Ref 94.488ft Depth 101.050f Ref 97.769ft Depth 104.331f Ref 101.050ft Depth 107.612f Ref 104.331ft Depth 110.892f Ref 107.612ft Depth 114.009f Ref 110.892ft Depth 117.454f Ref 114.009ft Depth 120.571f Ref 117.454ft Depth 124.016f Ref 120.571ft Depth 127.297f Ref 124.016ft Depth 130.577f Ref 127.297ft 0 50 03701 son 100 South Center Mall 150 Time (ms) 200 Hammer to Rod String Distance 1.5(m) * e Not Determined 250 Delay 129.95ms Velocity 540.44ft/s Delay 135.62ms Velocity 577.86ft/s Delay 141.59ms Velocity 547.76ft/s Delay 147.18ms Velocity 586.17ft /a Delay 153.15ms Velocity 520.55ft/s Delay 158.62ms Velocity 568.97ft/s Delay 164.48ms Velocity 559.06ft/s Delay 169475ms Velocity 621.25ft/s Delay 175.89ms Velocity 534.25ft/s Delay 181.32ms Velocity 603.49ft/s Delay 187.10ms Velocity 566.84ft/s Delay 191.82ms Velocity 693.38ft/s Delay 196.39ms Velocity 717.13ft/s Delay 202.06ms Velocity 576.69ft/e Delay 206.86ms Velocity 648.12ft/s Delay 211.24ms Velocity 786.74ft/s Delay 215.49ms Velocity 731.44ft/s Delay 219.01ms Velocity 979.15ft/s Delay 224.O5ms Velocity 650.62ft/s Delay 228.23ms Velocity 784.43ft/s 300 l Depth 3.445ft Ref* Depth 6.726ft Ref 3.445ft Depth 10.007ft Ref 6.726ft Depth 13.287ft Ref 10.007ft Depth 16.240ft Ref 13.287ft Depth 19.521ft Ref 16.240ft Depth 22.802ft Ref 19.521ft Depth 26.083ft Ref 22.802ft Depth 29.364ft Ref 26.083ft Depth 32.644ft Ref 29.364ft Depth 35.761ft Ref 32.644ft Depth 39.042ft Ref 35.761ft Depth 42.487ft Ref 39.042ft Depth 45.604ft Ref 42.487ft Depth 48.885ft Ref 45.604ft Depth 52.165ft Ref 48.885ft Depth 55.446ft Ref 52.165ft Depth 58.727ft Ref 55.446ft Depth 62.008f Ref 58.727ft Depth 65.289f Ref 62.008ft YllaMMIINMED 50 >.011:011.1■. 100 South Center Mall 150 Time (ms) 200 Hammer to Rod String Distance 1.5(m) " Not Determined Northwest Cone Exploration Inc. 250 Delay 9.14me Velocity* Delay 12.73ms Velocity 64/.49ft/s Delay 16.72ms Velocity 707.14ft/s Delay 20.15Ms Velocity 878.09ft /S Delay 24.65MS Velocity 625.34ft/a Delay 30.35Ms Velocity 554.53ft/s Delay 37.61ms Velocity 439.78ft/s Delay 46.40Ma Velocity 365.94ft/s Delay 54.64ms Velocity 391.93ft/s Delay 62.42ms Velocity 416.85ft /a Delay 70.23Me Velocity 394.90ft/s Delay 76.67ms Velocity 504.70ft /s Delay 84.53Ma Velocity 435.61ft/a Delay 89.06ms Velocity 683.63ft/s Delay 94.49ms Velocity 601.02ft/s Delay 100.38ms Velocity 553.63Et/s Delay 106.13ms Velocity 569.02ft/s Delay 112.38ms Velocity 523.03ft/s Delay 118.55ms Velocity 529.85ft/s Delay 123.95ms Velocity 611.28ft /s 300 I 1 I I v 1 I 1 1 1 I J I J r < I 1 1 J 1 J I J t J I J 1 I I I I 1 Cam 1 J ; 1 J 1 1 J 1 _ 1 1 I 1 , J i J 1 � J ; J 1 J I / 1 1y/ _ 1 1 J I J I J 1 %I • /�. 1 C4 1 I J I I J I i I 1 1 I 1 J I I J 1 / I y ,IY 1 1 1 1 J I J I , 1 1 I I J 1 1 J I I I I V 1 1 I J i I J 1 , 1 I" \ f J J , % • I 1 1 1 1 1 1 I I J I 1 J 1 I 1 I 1 1 1 1 J 1 1 1 I J I J 1 ■ l Depth 3.445ft Ref* Depth 6.726ft Ref 3.445ft Depth 10.007ft Ref 6.726ft Depth 13.287ft Ref 10.007ft Depth 16.240ft Ref 13.287ft Depth 19.521ft Ref 16.240ft Depth 22.802ft Ref 19.521ft Depth 26.083ft Ref 22.802ft Depth 29.364ft Ref 26.083ft Depth 32.644ft Ref 29.364ft Depth 35.761ft Ref 32.644ft Depth 39.042ft Ref 35.761ft Depth 42.487ft Ref 39.042ft Depth 45.604ft Ref 42.487ft Depth 48.885ft Ref 45.604ft Depth 52.165ft Ref 48.885ft Depth 55.446ft Ref 52.165ft Depth 58.727ft Ref 55.446ft Depth 62.008f Ref 58.727ft Depth 65.289f Ref 62.008ft YllaMMIINMED 50 >.011:011.1■. 100 South Center Mall 150 Time (ms) 200 Hammer to Rod String Distance 1.5(m) " Not Determined Northwest Cone Exploration Inc. 250 Delay 9.14me Velocity* Delay 12.73ms Velocity 64/.49ft/s Delay 16.72ms Velocity 707.14ft/s Delay 20.15Ms Velocity 878.09ft /S Delay 24.65MS Velocity 625.34ft/a Delay 30.35Ms Velocity 554.53ft/s Delay 37.61ms Velocity 439.78ft/s Delay 46.40Ma Velocity 365.94ft/s Delay 54.64ms Velocity 391.93ft/s Delay 62.42ms Velocity 416.85ft /a Delay 70.23Me Velocity 394.90ft/s Delay 76.67ms Velocity 504.70ft /s Delay 84.53Ma Velocity 435.61ft/a Delay 89.06ms Velocity 683.63ft/s Delay 94.49ms Velocity 601.02ft/s Delay 100.38ms Velocity 553.63Et/s Delay 106.13ms Velocity 569.02ft/s Delay 112.38ms Velocity 523.03ft/s Delay 118.55ms Velocity 529.85ft/s Delay 123.95ms Velocity 611.28ft /s 300 • > 1 Depth 3.445ft Ref* Depth 6.726ft Ref 3.445ft Depth 10.007ft Ref 6.726ft Depth 13.287ft Ref 10.007ft Depth 16.240ft Ref 13.287ft Depth 19.521ft Ref 16.240ft Depth 22.802ft Ref 19.521ft Depth 26.083ft Ref 22.802ft Depth 29.364ft Ref 26.083ft Depth 32.644ft Ref 29.364ft Depth 35.761ft Ref 32.644ft Depth 39.042ft Ref 35.761ft Depth 42.487ft Ref 39.042ft Depth 45.604ft Ref 42.487ft Depth 48.885ft Ref 45.604ft Depth 52.165ft Ref 48.885ft Depth 55.446ft Ref 52.165ft Depth 58.727ft Ref 55.446ft Depth 62.008ft Ref 58.727ft Depth 65.289f Ref 62.008ft 0 50 axasuseseI 100 South Center Mall 150 Time (ms) 200 Hammer to Rod String Distance 1.5(m) * Not Determined Northwest Cone Exoloration Inc. 250 Delay 9.14ms Velocity* Delay 12.73ms Velocity 641.49ft/s Delay 16.72ms Velocity 707.14ft /s Delay 20.15Ms Velocity 878.09ft/s Delay 24.65ms Velocity 623.34ft/s Delay 30.35ms Velocity 554.53ft/s Delay 37.61ms Velocity 439.78ft/s Delay 46.40Ms Velocity 365.94ft/s Delay 54.64ms Velocity 391.93ft/s Delay 62.42Te Velocity 416.85ft/s Delay 70.23ms Velocity 394.90ft/s Delay 76.67ms Velocity 504.70ft/s Delay 84.53ms Velocity 435.61ft/s Delay 89.06ms Velocity 683.63ft/s Delay 94.49ms Velocity 601.02ft/s Delay 100.38ms Velocity 553.63ft/s Delay 106.13ms Velocity 569.02ft/s Delay 112.38ms Velocity 523.03ft/s Delay 118.55ms Velocity 529.85ft/s Delay 123.90ms Velocity 611.Z8ft /s 300 I J 1 J 1 J 1 J .-■.%=:\ i ? 1 I l I 1 1 J I J 1 ;; 1 1 I 1 1 J I J r 1 1 ' f I ; 1 1 1 l " 1 1 � I 1 I 1 1 1 1 I 1 1 _ L y '� I 1 1 1 1 J 1 J \ � V I Il�� 1 1 1 ' -'1 1 i 1 i 1 i ...IL.� v� i 1 1 I 1 1 J 1 J I I I 1 I 1 J I 1 J 1 .•/ 1 1 1 J 1 J 1 J ^ 1 1 1 1 . ati..cy...rJ J , / , 1�I - 1 "- J 1 J I 1 J 1 � -- I • .t 1 J J 1 I 1 I 1 1 I I 1 I X. ; I 1 1 1 1 • > 1 Depth 3.445ft Ref* Depth 6.726ft Ref 3.445ft Depth 10.007ft Ref 6.726ft Depth 13.287ft Ref 10.007ft Depth 16.240ft Ref 13.287ft Depth 19.521ft Ref 16.240ft Depth 22.802ft Ref 19.521ft Depth 26.083ft Ref 22.802ft Depth 29.364ft Ref 26.083ft Depth 32.644ft Ref 29.364ft Depth 35.761ft Ref 32.644ft Depth 39.042ft Ref 35.761ft Depth 42.487ft Ref 39.042ft Depth 45.604ft Ref 42.487ft Depth 48.885ft Ref 45.604ft Depth 52.165ft Ref 48.885ft Depth 55.446ft Ref 52.165ft Depth 58.727ft Ref 55.446ft Depth 62.008ft Ref 58.727ft Depth 65.289f Ref 62.008ft 0 50 axasuseseI 100 South Center Mall 150 Time (ms) 200 Hammer to Rod String Distance 1.5(m) * Not Determined Northwest Cone Exoloration Inc. 250 Delay 9.14ms Velocity* Delay 12.73ms Velocity 641.49ft/s Delay 16.72ms Velocity 707.14ft /s Delay 20.15Ms Velocity 878.09ft/s Delay 24.65ms Velocity 623.34ft/s Delay 30.35ms Velocity 554.53ft/s Delay 37.61ms Velocity 439.78ft/s Delay 46.40Ms Velocity 365.94ft/s Delay 54.64ms Velocity 391.93ft/s Delay 62.42Te Velocity 416.85ft/s Delay 70.23ms Velocity 394.90ft/s Delay 76.67ms Velocity 504.70ft/s Delay 84.53ms Velocity 435.61ft/s Delay 89.06ms Velocity 683.63ft/s Delay 94.49ms Velocity 601.02ft/s Delay 100.38ms Velocity 553.63ft/s Delay 106.13ms Velocity 569.02ft/s Delay 112.38ms Velocity 523.03ft/s Delay 118.55ms Velocity 529.85ft/s Delay 123.90ms Velocity 611.Z8ft /s 300 Depth 133.858f Ref 130.577ft Depth 137.139f Ref 133.858ft Depth 140.420f Ref 137.139ft t t i 0 50 IOSNIEMA 100 CP South Center Mali 150 Time (ms) 200 Hammer to Rod String Distance 1.5 (m) * - Not Determined 250 300 e Delay 233.38ms Velocity 635.89ft/s Delay 238.07ms Velocity 699.49ft/s Delay241.74ms Velocity 893.00ft/s 5 10 15 20 Depth 25 ( 30 35 40 45 Tip Resistance Qt TSF 0 0 50 Imonnualef i Operator: Brown Sounding: CPT -02 Cone Used: DSG0880 Friction Ratio Fs/Qt ( %) 300 0 Shannon & Wilson Maximum Depth = 48.72 feet 1 sensitive fine grained • 4 silty clay to clay 12 organic material t'45 clayey silt to silty clay • 3 day • 6 sandy silt to clayey silt Pore Pressure Pw PSI 10 -15 - /o — CPT Date/Time: 11/3/2004 3:09:57 PM Location: South Center Mall Job Number. 21 -1- 20189-001 0 Northwest Cone Exploration Soil Behavior Type* SPT N• Zone: UBC -1983 60% Hammer 10 0 12 0 _ -,- Depth Increment = 0.164 feet • 7 silty sand to sandy silt • 10 gravelly sand to sand 8 sand to slaty sand • 11 very stiff fine grained (•) 31 9 sand • 12 sand to clayey sand (*) 80 ea _ 3" 0.0. Shelby sample 2k 5helbo sample Sampler pushed Sample not recovered SD11. DESCRIPTION Very dense gray silty coarse to • fine SAND with gravel Atterbero limits: a— LiQuid limit Naturai water cor•tent Plastic limit • BORING B -114 W 65-722C 6 JULY 15, 1906 SHANNON 6c WILSON SOIL MiCNANIC$ & rOUNDAYION c,casseilior GROVND LZVEL v 6 -N -66 DEPTH f cet 3 ._.� 23 14.5 -�-- 35 38 52 § CS 1.. 3 Elev. 28 I..EGEND I 2"0.0. split spoon sample E. 3` 0.D 5helbzj sample E Z ( O.D. 5helbq sample P Sampler pushed + Sample not recovered Z.Water level 50iL DESCRIPT10N N 7500 E 2750 Medium brown fine silty SAND w /gravel Stiff gray clayey SILT w /gravel Mediumbrown -gray sandy SILT w /gravel Mediumgray -dark brown organic clayey SILT .Med. gray fine silty SAND Medium gray -brown fine clayey silty SAND w /organic material V. soft to stiff :.dark gray clayey SILT w /organic material (Boring continued on following page) • w 1 5TA>`LARD PENETRAT:GN I CIS0lb.weicht, 30 "drop'I a V) N 2I 31 10 41 5 12 0 6I 7 1 3 ° 8I 10 1]0 12I 13 141 Atterber9 limits: Z,1-- LiQuid limit � — Natural water content \ Plastic limit Impervious seal • Piezometer tip Blows per foot 1 50 100 / 70 0 too % WATER CONTENT J. C. PENNEY SOUTHCENTER SHOPPING CENTER BORING B -116 W 65 -722-4 AUGUST 22,1966 SHANNON & WILSON SON. MECHANICS • FOUNDATION ENSINEEUS FIG. q•!5 .Naar DEPTH GROUND WATER g Eeet LEVEL w r 81 101 116 129 136.6 V. 'soft dark gray clayey SILT w /organic material Loose to medium dark gray organic fine silty SAND w/ some shells Medium to dense gray silty SAND w /gravel Hard black PEAT Hard dark gray SILTSTONE l Bottom of boring 151 70 16 I iTra 1sI 23 10 25f 261 a1 0 140 0 cl <1 ,. 100 LEGEND I e0.0. spilt spoon sample II 3" 0.0. Shelby sample • 2 Shelby sample P Sampler pushed e Sample not recovered ..S7.—Water level' SOIL DESCRIPTION -I a d co) STANDARD PENETRATION (140 lb. weight, 9d'drop Blows per foot 50 O 50 X.) Atterberci limits: % WATER CONTENT I 4. -- Liquid limit Natural water content .._ Plastic limit 43 impervious seal J.C. PENNEY Piezometer tip SOUTHCENTER SHOPPING CENTER BORING 8 -116 w65421.4 AUGUST 22,1966 SHANNON s WILSON SOIL Y[CHANIGI S IOUNOAIION £NOINCIR$ FI6.A -t S GA `D WATER LEVEL • 0 . 22.0 53iL u_SCP: ?T::iti Elev. 29.3' N 7470 E 29717 Dense gray silty fine to coarse SAND with cobbles and Gravel and gray sandy clayey SILT (FILL) Very soft to medium gray clayey fine sandy organic SILT & PEAT y Impervious seal Pietomeic.r tip .." Y:v.1 %7 W 65 -722 -4 is •r : t ENE T RATIO:: ' . ' . ' J - estop) .er root 0. 1 T 1 [. 51 10 4 I 51 . 04 �IL 1 4k, 7 dC.PENNEY SG fl-i EN; E:+ SHOPP;`G CENTER SHANNON Z. SOU. &MCKANICi tAG/A�:A- i 151 60 I 161 i 1(Boring continued on following page) 1 50 • _ECZNO Atterberg limit..: 0 go WS T ER CONTENT --- Liriuid limit 2" O.D. spot spoon sample. Natural water content 8" 0.0. Shelby sample P:astic lima: r. :: 2V 0.0. 5:elb:j sample 2 Scmp;er pushed 3iF Samp :e not recovered WaTer revel • s -1I7 .LCJS T 22, . • FIG. kg/ GnOL�.�D 1 : M, DEPTH 12 %%ATER f feet Pis; I Li:vci. 1 u. Zh r. r 100 2i j 2 4 23 1 Loose to med. gray fine sandy SILT to silty fine to med. SAND 2 I & PEAT 2. split spoon sample 3 Shelb i sample 2 4 O . 3 . 5helIx/ samp:.: ;,smp ;cr pushed Samp.e. ;or recovered Water" ;eve; S0 :1. DES4;,:P : :Oti Very soft to :nediu : fine sandy organic SILT & ?LAT (Boring continued on following page) 70 9 i ryC 110 ATTerberq Nature: water content Plastic limit impervious seal Piezonneter tip :e"."Axr.,A7, PENETRAMON C.4 lCi.w:::G'riT, Zadre ?i foot 3 50 JD 17 50 `4 WATER CONTENT 45 Z.C. PEN. EY SOUTHCZ ::. �i c, Z - 1 17 1'J 05- 722 -4 AUGUST 22, Sc',G CHANSON &v,I. wLCx tdCg.:. /:...h .Gw YhG,ACLRa • nJLi�✓ I DEPTH v) c '. 156 169 Loose to zed. gray fine sc ncy SILT to silty fine :o mea. SAND & PEAT Very dez:se gray silty fine to coarse SAND and GRAVEL Bottom of boring ,__C�tiQ 2" 0.0. sp :it spoon sample 3"0.D. Shelby sample 24 0.;,. 5.e :5y sample r Sampler pushed Sample not recovered Water lave: 5 3:. 3C,: :r ; ». f 1rparvious oar.: :1 Pieromercr : i? Atterber9 limits: +- Licuic: :inif Natural water content P.a& ,G iimit 0 . ,). C. PEN N EY SOUTHaNTER SHOPPING CcNTZ.i :,- :17 V /65• 722-4 .:.LiGUST 22, i$3G SHANNON s:. W; :-SON sou- M.7.CHANICti i. rO1..LATlON 0%4 :h: :A:. 50 103 WATER CONTENT 11 i 1 , 1 Fie. R-!6 GROUND WATER LEVEL LEGEVD 2"0.0. split spoon sample r/ 150 159 5"0.0. 5helbli sample 2( o.D.5:elbu sornple Sampler pushed Sample riot recovered Weer level SOIL ✓:.SC•:.? 1 .C,.` Medium gray fine sa.:ciy cloyi:y organic SILT with rued. to dense silty gravelly sand layers Very dense gray gravelly silty coarse to fine SAND Bottom of boring- impervio..s seal Pietome: cr tip 4 • �� .. � ...,. � .. PENETRATION ; CIAO:o.izei .K/ "otop/ J 351 Atterberc3 lin.i:s: -- Licuid limit Natural water content Plastic limit Blows per 50 root 50 % WATER CONTENT J. C. PEIKEY SOUTHON'E.i $ry PANG CENTER" 637c1G 118 W65 «.JGUST 22, ISc',o SHANNON 4 WILSON SOIL MGCHANICS & FOUNDATION iNGING:A ICJ LOD FIG. A-17 i ig.Jt :.. :r. S C) i r 1 2" 0.D. split spoors sample - 0.3. 5relbi sample Zk, 0.3.51•.elby sample ;,ampler pushad • Sample net recovered Water lave; r• V. loose gray and slack organic clayey SILT w/ fine sane Loose to dense gray silty fine medium SAND w /occ. shells and peaty clayey silt layers Boring continued on following lmpery ;ous szcJ 0 . a 271 23 I 120 to I 130 3 �T��� page) - �40' O Atterbercq limits: -- Lipuid limit Natural water content Plastic limit M a. PieL'ornear •:l+ 3.i :c ) 0 G:SwS ?ar .root 50 WATER CONTENT J.C. PENNEY S0i1:ri=NTER SaC,PP...\G CENTER r.v.16.``: 1. • W 65-722 -4 AUG UST 22,1511.5 Si4ANNON.: & SO,L M &CKANJCQ & FOYA DA7.ON EN6.N:tA6 51 CG r s .tt—i$ I GROUND WATER LEVEL DEPTH feet 156 169 EGEN0 1 2"0.0. V1it spoon sample E 3 "O.D. Shelby sample :. 2( OA. Shelby sample i 2 Sampler pushed ` M Sample not recovered .Water level SOIL DESCRIPTION Loose to dense gray ; silty fine to medium SAND w/ occ. shells and peaty clayey silt layers Very dense gray gravelly silty fine to coarse SAND Bottom of boring I74 Atterberg limits: -- Liouid limit Natural water content Plastic limit impervious seal Pier.ometer tip 5 � w 'STANDARD PENETRATION c' 1 (1401b.weioht, "drop) 140 33I 1 is I' 7j Blows Per foot UG • tom 0 % WATER J.C. PENNEY SOMCENTER 7 SHOPANG CENR EOMNG rs -119 • W 65 -722 -4 AUGUST 22, !Se SHANNON 4 WILSON wsi- MCCHANIC & roawawrion c.aau.ccw. FIG. A - I Z" 0.D. split spoon sample X 5 5helbti sample 24 0.0. Shelby sample V. dense gray fine sandy SILT with gravel W65-7Z26. S JUtX15J9 CHANNON & WILSON SOIL itSC1404841Ci l4r0U141:4101bNXiiititieLit Atterberci limits: Liz:id limit Natural water content Plastic limit A Impervious seal , FREDERICK a NELSON LI Pi er-Ornerer tip SOUTHaNTER SHOPPING CENTER ... 4. • • .., SORING B-120 4- Medium gray silty clayey fine SAND with ravel V. soft gray -brown organic clayey SILT and PEAT V. dense gray -brown silty coarse to fine SAND with gravel • Medium gray clayey fine sandy . SILT with c+rcanic material 00 •.- �+�� LEGEND I 2"0.0. split spoon sample $ 3 Shelby sample E 2k OA. Shelby sample P Sampler pushed olt Sample not recovered Water level Bottom of boring 70 50 Atterberq limits: 0 % WATER CONTENT' k -- Liquid limit �. Natural water content Drastic limit g impervious seal FREDERICK & NELSON Piezorrse:er tip SOUTHCENTER SHOPPING • CENTER BORING B -121 . Y.; W 65-722e 5 JULY t59 SHANNON & w:LON . } say. N1CMAN CAF 4 SMCifi ; 12 • • e . Soft grajr organic sandy SILT and silty SAND & PEAT • Elev. 27.0 N 7329 E 1715 V. dense gray coarse to fine sandy SILT Bottom of boring $ • LEGEND I Z" 0.0. split spoon sompie . . 1 8" 0.0. Shelby sample r • 2'4'0.0. Srelb, sample P Sampler pushed Si Sample recovered M.-Water' level Atterberc; limits: -- Liouid limit Natural water content Plastic limit FREDERICK 6 NELSON SOUTri CEN R SKOPPPNG FOR G 8 • W65 JULY 15.13"06: SHANNON Ca wicsoi` SOIL MCCN•NIC• • IOUNOSXI0N••••1.4 I8/421P4 • • Elev. 27.4 LEGEND T 2' O.D. split Spoon sample 3" G.D. Shelby sample 24 0.D. Shelby sample P Sampler pushed ' Sample not recovered .V—Water level SOIL DESCRIPTION N 7327 E 1961 .1144 Medium gray -brown silty coarse to fine SAND with slight amount of gravel (FILL) Medium to very dense gray silty .fine SAND with gravel 0 1 1 2I 31 41 10 (Boring continued on following page' 0 Atterber4 limits: -- LiQuid limit Natural water content Plastic limit FREDERICK a NELSON " SOuTHCENTER SHOPPiN6 CENTER BORING B -123 "� -- w65rueS. JULY 1 6 go:. useptrActa4 urt6i�i tStt f ► • Der1Se ray tine sandy SILT. • i.E6Ei`0 v Atterbe rcj limits: % WA 1 2" 0.0. split spoon sample - +--- Lictuid limit Natural water content Plastic limit 24" 0.D. 5helby sample I mpervious sees FREDERICK 8 NELSON El Pierometer tip SOUTKENTER SHOPPING P Sampler pushed CENTER ,:-. gli Sample not recovered eq. 1$ •: W65-722 £ ....Water laveli t sou. +tY iii �Z , Cam: k 3. 4-z3 CROUND WATER LEVEL 7 -7 -66 • J Li DEPTH " feet - •a 4 . J •nc, 1 10 16 41 .y? Water level SOIL DESCRIPTION Elev. 27.7 N 7550 E 2470 Medium brown -gray silty coarse to fine SAND V. loose gray silty medium to fine SAND Mediumgray -brown fine sandy SILT w/ organic material and soft PEAT (Fill to 20 feet) . Me d. gray silty fine SAND w/ organic material (Boring continued on following page) LI :STANDARD P NET eT . J rr 1.. Rnl l0i\ CI " 04o i b.Wci c ht, 3.3 "crap) alOWS per foo 0 11 21 3 1 4 110 51 61 7 1 8 9r 101 30 1 r 121 !31 141 50 151 161 171 181 ' 1 b0 p 50 103 LEe'iND Atterberc� !inits: % CONTENT I 1 2" O.D. split spoon sample \: Natural water content It S" O.D. 5helbzj semple ' • -- Liquid limit Plastic limit II 2kf 0.0.'She15v sample 4 Impervious seat SHELL STRUCTURE Ietorneter tip SHELL SHOPPING P Sampler pushed CENTER 0 Semple not recovered Ev Y. ∎:G B - 134 W 65 JULY 15,196: SHANNON ?z WILSON SOIL MECHANICS wt. FOUNDATION CNCIN=OPL Coordinates revised August 15, 1966 r IG.A-Z4 GROUND ' 's TANDA D PINE. •, A MN WATER y _ 1. �1a�: i1 I DzP.I • J u_ 1 (I�G i SaL GESC P i ION b. u;.?: �:1i :rJ GI�7) • e t w LEVEL 1 1. V^ 1 N Moos pa: foot n 4 I .Eev. 27_7 N 755 E 2. 1 3 50 lG i 7 - 7 - 66 10 16 41 LE6 . ND i 2 sp;:t spoon sample I• r O.D. Sheibl sample E 2k4 0D.'51 sample Scrnp:er i...thsd i1f Sample not recovered " Water level Medium brown - gray silty coarse to fine SAND V. loose gray silty medium to fine SAND Mediumgray -brown fine sandy SILT w/ organic material and . soft PEAT (Fill to 20 feet) .Me d. gray silty fine' SAND w/ organic material • (Boring continued on following pagd lmpervious.seal Piezometer tip . 21 31 4110 51 CI �0 1141 50 1 1 15 1 161 6o 170 Atterberci limits: ��-�— Linctid limit � �— Natural water content P:cstic limit 1 '0 50 % WATER CONTENT SHELL STRUCTURE SOUTHCEN T ER SHOPPING CENTER EORINV B -139 W 65 JULY 15, I9 S SHANNON & WILSON COIL MECHANICS & reuNGA $ON ENCINC =RL 1007 ,- .v.A 24 • • • GROUND WATER LEVEL DEPTH feet 72 94 99 co 0 . LEGEND I 2" 0.0. split spoon sample . E 3" O.D. Shelby sample E 00. Shelby sample P Sampler pushed Snmp ;e 'not recovered Water level SOIL DESCRIPTION V..dense gray coarse to fine SAND w /gravel . Hard . blue -green fine sandy SILT Bottom of boring —J a. 2 7) 191 TT 00 il l 221_ 231 241 100 STANDARD PENETRATION l (I 40 ib.weikht, 30"=3rop) Blow per foot , 0 50 IOC 50 IOC % WATER CONTENT Atterber9 limits: -- LiQuid limit Natural water content Plastic limit Impervious seal SHELL STRUCTURE Piezometer• tip .• SoUTHCENTER SHOPPING CENTER BORING B -134 W 65 -722C JULY 15,1966 SHANNON & WILSON COIL N£CHANICC & /FOUNDATION £NGIN££RG >100-4- FIG.A 2Y El 29.3' 7/12/66 17 41 ffi 2�a" 0.0. 5helby sample P Sampler pushed + Sample not recovered -2—Water level with coarse to fine* sand (FILL) Med. gray organic SILT with fibers fine sand and very soft clay •(FILL to 19 feet) • Medium to dense gray silty fine • SAND with organic material . • (Boring continued on following pages 0 II 2j 3j 4 110 51 6I o f 8 9j t0i <I• I II 121 131 50 351 60 171 I) • ..E6ENO Atterber9 ' limits: I 2" O.D. split spoon sample . LiQuid limit Natural water content I 3" 0.0 Shelby sample Plastic limit Impervious seal SHELL STRUCTURE fl Piezometer tip SOUTHCENTER SHOPPING CENTER GORING B - 135 W65-722C JULY 15;1966 SHANNON & WILSON 1011. M[CNANIC$ & FOUNDATION ENG1Ng Ro G ROUND ' DEPTH u WATER feet •I° H LEVEL t `'- °7 a ev = 'J` SOIL DESCRIPTION Elev. 27.3' d7610 • E 2620 Stiff to hard gray SILT Coordinates revised August 15, •.1966 J STANDARD PENETRATION] 2 1 (140 lb. weight, 30 "drop) 1 lows per foot • 50 181 70 0 50 IOC % WATER CONTENT FIG.A 2.5 ' 1 GROUND WATER LEVEL • • •• • •• DEPTH feet • 90 118 . I 2" O.D. split spoon swap I 5" 0.0. Shelby sample • 2 0.0 :Shelby sample P Sampler pushed • Sample not recovered •SLWaTer level' Dense to very dense gray silty 'fine SAND with organic material Bottom of boring- SOIL oring SOIL DESCRIPTION • • V. dense gray. coarse to fine silty SAND with gravel • LEGEND Atterber9 limits: • 13 STANDARD PENETRATION (140 1b.weiyht, 30 "drop) • • _ Blows per foot 191 20I 10 231 24: 25J . 26 1 110 nI 281 120 50 le.. `— Liquid limit Natural water content Plastic limit • L Impervious seal E Piezometer tip sons:ENTER SHOPPING - . •CENTER • BORING B -135 W 65-722C JULY 15,1966 • • SHANNON & WILSON • 601E MiGKAKICY & FOUNDATION >:NCINDCN6 >100?.1 50 % WATER CONTENT - FIG. A - 25 jt io:10 , , F .. 3-.. f • �. . . .1 9 zA ;.,.1.t.:. -- i _ _ J .. •. i�X •',.l t ,..� J '^ 1 i ?. n; t F ►1 9! :t i4 iV 1141 1+4 j o t '• r11 1 I I i ti -- -- �i 1 . 1 . .; • M e � 1y IV M$ Y P + '. 1I § �d O i f� i • r. > t► � g . " p . ;nd1 s�• 3i �j w isA U 3 1914y g� ? 1 1 , • 1. A kt 4 l r N w M W 4. id* .a .i .i 11' Sli ' Y. +/ 7- %'' .. v 'i n t. i A A X 7 1tFj_ -. • lif17l J l'O iI { ��•i i ; t % i ��) 1�l1�' 1 211141 ,1 f A 1 1:14 1 S 1 1 , 1i R .1,•i in q�t lR 1 • t .Ki ��yyi / g : . 1 1�SF' x . 4: f t 1 1 A r li N N A N • y% . • fh •. • LEGEND I 2" 0.0. split spoon sample II 3" 0.0. Shelby sample WOO. Shelby sample P Sampler pushed Sample not recovered $Water level GROUND WATER LEVEL DEPTH 2 v feet 14 20 28 33 38 55 D Elev. 27.5' SOIL DESCRIPTION 'Dense brown silty clayey fine SAND with gravel (FILL) Medium gray layered organic SILT and fine SAND Soft gray silty CLAY with organic material 'Brown PEAT with clayey SILT layers Medium gray silty organic CLAY' Medium gray silty fine SAND with , organic material and silty CLAY layers Dense to very dense gray SAND with some gravel and shells (Boring continued on following page) 1 Atterberc3 limits: Liquid limit Natural water content Plastic. limit Impervious seal Piezorneter tip w STANDARD PEr ETRAT.GN 4 i (14G lb. weight, 30" drop) a II 13 0: 1 21° 20 11,4 IIS 116 0 L I , p 50 100 % WATER CONTENT (18 J. C. PENNEY SOUTMC CE TES HOPPING BGRSNG H - 13 W 65 - 722 - AUG. 2i,1966 SHANNON & WILSON SOIL MECHANICS i rOYNOATION ENGINEERS GRZ1UND WAT =R L•ZVEt. 91.5 I 2" O.D. Split spoon sample 3" 0.D. She lby sample 5helbu sample 2 Sarnpler pushed Samp ;e not recovered Water level SOIL CZ5C;;i2 T ;ON lottom of boring Atterberi lirni:s: Liouid limit Natural water content Plastic limit imperv;o .. seal Piezometer tip ; L'j .V:A•wARD PZKEi tiAi:V+: i (140;b.s..:eicir, Drop. .K • ::sow:. L. for: )1) 0 50 WATER CONTENT ( 59 J.C. : ZX`::Y SGu'rhCZ 7ZR SHOPPAG CZ` E BORING H -13 W65-722-4 ;;:3.22,;SES SHANNON .. 504. MCCKANIC@ 6 IOUADATION EN:WS:CA:. N G) GROUND WATER LEVEL DEPTH 2 LI feet E 14 29 35 40 45 LEGEND Y 2" 0.0. split spoon sample fi 3" O.D. 5helbl sample r 2`4' 0.0. She' sample P Sampler pushed 4 Sample not recovered .SLWater level SOIL DESCRIPTION Elev. 26.5' N 7550 E 2860 Gray silty clayey fine - medium SAND with some gravel Soft brown silty PEAT Soft- medium gray -brown peaty .CLAY with organic material • Soft - medium gray clayey fine sandy SILT Dense black fine - medium SAND Soft- medium gray clayey SILT with layers of silty fine sand and occasional organic material 11 I2 a 1* 1* 0 1 * 13 3 0 1 I T C° e 1960 STANDARD PENETRATION (1401b. weight, 30"dr0 Blows per foot 0 5O d sj r ----- 4 poring Continued on following page) Atterberq Limits — limit Natural water content Plastic limit Impervious seal Piczometer tip SOUTHCEttTER SHOPPING CENTER BORING H -1F W 65 -722 -4 AUG.22 1966 SHANNON & WILSON 1011. MtCM*It1C1 • FOUNDATION 1NGINLC*S 0 50 100 % WATER CONTENT J. C. PENNEY ( 63 FIG.A29 1 GROUND WI;TER LEVEL -4 :: DEPTH feat I w �L% rn SOIL DZSC7:.:P T i0 IEGEND I 2"0.D. split spoon somple 5 Shelby ample 7. 2ka 0.0. 5helby sample P Sampler pushed l• 5amp:e not recovered .1"_. Water level Very dense SAND & GRAVEL Bottom of boring Atterberg 1;mits: • '-- Licuid limit Natural water content Plastic limit g Impervious seal . 11 Pieiometer tip ■ANDARD PENETRATION 1 (:4o 30" drop) • :1•10ws er• Toot � 0 SD 10 T J. C. ?2.":Y SOUTiiCENTZR SOP ?:\G CENTER BORING H -15 W65-722-4 . :.:;5. 1966 SHANNON £ SO11. MGCMANIG6 Y FOUNDATION iNGINCCR. ICCVS FIG.A 2 0 50 Kra % WATER CONTENT .SLWater level 6011. DESCRIPTION Elev, 26.5 N 7550 £ 3000 Very stiff brown sandy silty CLAY (FILI4 Medium brown SAND (possibly FIL Layered gray and brown medium silty fine SAND and medium silty CLAY with peat and organic material Layered medium -stiff gray SILT and some sand 19 Medium dark gray silty fine SAND with soft organic silt & clay (Boring continiip.1 on toilnwina matt T0, 1 Atterbercj limits: " Liouid limit Natural water content Plastic limit i Impervious Seal Piezometer tip w 2 a II j2p 1 0 16 ge Y* 1* D 50 s 1 J. C. PENNEY SOUTHCFNTER SHOPPING CENTER BORIN W65-722-4 SHANNON STANDARD PENETRATION (140 lb. weight, 3O"drop) Blows per foot 4 1 1 1 50 100 °: WATER CONTENT G H -16 AUG.22,1966 6 WILSON *OIL M[CHAN•Ci • FOUNDATION ENGIN[Gli • GROUND WATER LEVEL DEPTH S 17 feet w 1N as 91 114 121.E LEGEND, 2' O.D. split spoon sample 3" O.D. 5helbj sample Z 24 O.D. 5helb4 sample ? Sampler pushed *� Sample not recovered ,. `Waxer level 50iL DESCRIPTION Medium to stiff . gray CLAY and SILT with shells Medium dense gray fine- medium silty SAND (with shells to 101.5') Stiff gray CLAY & SILT with layers of fine sand & organic material Bottom of Boring ezi Impervious seal B Piezometer tip 120 1 17 Atterber9 limits: ---- Liouid i::zit Natural water content Plastic limit O 50 % WATER CONTENT J. C. PENNEY SOUTM1.EP.TER SriOPFlhG CENTER BORING H W 65 -722 -4 AL3.22, ■9:.a SHANNON Zc la:LOON SOIL M[CHANICS i FOUNDAT14N J • .r iii. rind 1 1 ZI.rI n r:�c'. a ` ' L .C:" TGGt 3 _� l 50 EC APPENDIX B SHANNON 6WILSON. INC. GEOTECIINICAL LABORATORY TESTING PROCEDURES AND RESULTS 21 -1- 20189 -004 GEOTECHNICAL LABORATORY TESTING PROCEDURES AND RESULTS Page B.1 VISUAL CLASSIFICATION B -1 B.2 SIEVE ANALYSIS B -1 B.3 ATTERBERG LIMITS DETERMINATION B -2 B.4 ONE - DIMENSIONAL CONSOLIDATION B -2 B.5 REFERENCE B -2 Figure No. B -1 Grain Size Distribution, Boring RB -1, S -11, -12, -14, -15, -16, -18, and -31 B -2 Grain Size Distribution, Boring RB -1, S -32, -34, and -37 B -3 Grain Size Distribution, Boring RB -2 B -4 Grain Size Distribution, Boring RB -3 B -5 Grain Size Distribution, Boring RB-4 B -6 Grain Size Distribution, Boring RB -6 B -7 Grain Size Distribution, Boring RB -8 B -8 Grain Size Distribution, Boring RB -9 B -9 Plasticity Chart, Boring RB -1 B -10 Plasticity Chart, Boring RB -2 B -11 Plasticity Chart, Boring RB -3 B -12 Plasticity Chart, Boring RB-4 B -13 Plasticity Chart, Boring RB -6 B -14 Plasticity Chart, Boring RB -8 B -15 Consolidation Test, Summary of Test Data, Boring RB -2 B -16 Consolidation Test, Settlement vs. Pressure, Boring RB -2 B -17 Consolidation Test, Summary of Test Data, Boring RB -3 B -18 Consolidation Test, Settlement vs. Pressure, Boring RB -3 B -19 Consolidation Test, Summary of Test Data, Boring RB -8 B -20 Consolidation Test, Settlement vs. Pressure, Boring RB -8 21 -1- 20189. 004- R1- AB.doclwp/EEt APPENDIX B TABLE OF CONTENTS LIST OF FIGURES B -i SHANNON &WILSON. INC. 21 -1- 20189 -004 B.1 VISUAL CLASSIFICATION B.2 WATER CONTENT DETERMINATION Water content determinations are plotted on the borings logs. B.2 SIEVE ANALYSIS 21- 1- 20189- 004- RI- AB.doe/wp/EET APPENDIX B B -1 SHANNON &WILSON. INC. GEOTECIINICAL LABORATORY TESTING PROCEDURES AND RESULTS All soil samples recovered from the borings were visually classified using a system based on the American Society for Testing and Materials (ASTM) Designation: D 2487, Standard Test Method for Classification of Soil for Engineering Purposes, and ASTM Designation: D 2488, Standard Recommended Practice for Description of Soils (Visual -Manual Procedure). These ASTM standards use the Unified Soil Classification System (USCS). The USCS is described on Figure A -1. The visual classification made using this system allows for convenient and consistent comparison of soils from widespread geographic areas. The individual sample classifications have been incorporated into the boring logs presented on Figures A -2 through A -10. The natural water content of all soil samples recovered from the field explorations was determined in general accordance with ASTM Designation: D 2216, Standard Method of Laboratory Determination of Water (Moisture) Content of Soil, Rock, and Soil- Aggregate Mixtures. Comparison of natural water content of a soil with its index properties can be useful in characterizing soil unit weight, consistency, compressibility, and strength. Grain size analyses were performed on 32 selected samples in general accordance with ASTM Designation: D 422, Standard Method for Particle -Size Analysis of Soils. Three general procedures are available to determine the grain size distribution of a soil sample: sieve analysis, hydrometer analysis, and combined analysis. For this project, only sieve analyses were performed. In many cases, we determined only the percent fines, using the wash method. Grain size distribution is used to assist in classifying soils and to provide correlation with soil properties, including permeability, liquefaction potential, capillary action, and sensitivity to. 21 -1- 20189 -004 SHANNON &WILSON. INC. moisture. Results of the grain size analysis are plotted on grain size distribution curves presented in Figures B -1 through B -8. Along with the grain size distribution is a tabulated summary containing the sample classification, percentage of fines passing the No. 200 sieve, and natural water content. B.3 ATTERBERG LIMITS DETERMINATION Atterberg limits tests were performed on 21 selected fine - grained soil samples to determine soil plasticity. The tests were performed in general accordance with ASTM Designation: D 4318, Standard Test Method for Liquid Limit (LL), Plastic Limit (PL), and Plasticity Index of Soils (PI= LL -PL). The results of these tests are shown graphically on the boring logs in Appendix A, and plotted on the Plasticity Charts, Figures B -9 through B -14. B.4 ONE - DIMENSIONAL CONSOLIDATION One - dimensional consolidation tests were performed on three relatively undisturbed samples in general accordance with ASTM Designation: D 2435 -80, Standard Tests Method for One - Dimensional Consolidation Properties of Soils. The specimens were incrementally loaded using fixed -ring consolidometers, with each load increment approximately doubling the previous load, to a maximum stress determined based on estimated in situ stresses. The results of consolidation tests are presented on Figures B -15, B -16, and B -17. B.5 REFERENCE American Society for Testing and Materials (ASTM), 2002, 2002 Annual book of standards, construction, West Conshohocken, Pa., volume 04.08 Soil and Rock. 21 -1- 20189 - 004- R1- AB.doc/wp/EEi' B-2 21 -1- 20189 -004 '11 w • BORING AND SAMPLE NO. • R8 -1, S -11 • RB-1, S -12 • RB-1, S-14 • RB-1, S-15 O R8-1, S-16 Q RB-1, S-18 RB -1, S-31 SIEVE ANALYSIS SIZE OF MESH OPENING IN INCHES NO. OF MESH OPENINGS PER INCH, U.S. STANDARD 1x10 9x10' 8x10' 7x10' 6x10' 5x10' 4x10' 3x10' 2x10' 1x10' 0 i 0 A . PI sr S S 8 3 2 2 2 0 0 0 v ,n 0 N O q g 8 §g a s s s ° s, 4 q q GRAIN SIZE IN MILLIMETERS S 8 4 8 g COBBLES COARSE I FINE 1 COARSE GRAVEL MEDIUM SAND FINE FINES: SILT OR CLAY 'Fi 10 20 30 40 50 50 70 80 90 100 g DEPTH (feet) 33.0 37.0 47.5 52.0 57.0 87.0 132.0 U.S.C.8. SYMBOL SM SM SP-SM SM ML ML ML SAMPLE DESCRIPTION Gray-brown, silty, flne SAND; abundant organics Gray, silty, fine SAND; scattered organics Gray, slightly silty, fine to medium SAND Gray, sAty, fine to medium SAND; scattered organics Gray-brown, One sandy SILT; abundant organics Gray-brown, One sandy SILT; abundant organics Gray-brown, fine sandy SILT; abundant organics FINES 1 42.8 27.5 13,6 43.0 51.5 59.2 83.0 NAT. W.C. % 38.1 27.1 26.5 33.1 33.6 37.0 53.0 HYDROMETER ANALYSIS GRAIN SIZE IN MILLIMETERS LL PL P1 1 Westfield Shoppingtown Southcenter Expansion Tukwila, Washington GRAIN SIZE DISTRIBUTION BORING RB -1 December 2004 21- 1- 20189 -001 SHANNON & WILSON, INC. 1 FIG. B -1 Gaabaladal and avMamwntal Ca.ulaq 11 W 1410 9410 Bx10' 7x10' 50 60 70 80 90 100 BORING AND SAMPLE NO. • RS-1, S32 • R8•1, S34 • RS-1, S37 SIEVE ANALYSIS- SIZE OF MESH OPENING IN INCHES NO. OF MESH OPENINGS PER INCH, U.S. STANDARD DEPTH • Beet) 138.0 147.5 160.0 U.8.C.8. SYMBOL SM ML ML SAMPLE DESCRIPTION Gray. silty. fine to medium SAND; scattered wood fragments Gray-brown, slightly fine sandy SILT: abundant organics Gray, silty, fine SAND; abundant organics FINES 12.6 93.3 47.3 NAT. w.C.1L 25.1 44.9 29.0 HYDROMETER ANALYSIS GRAN SIZE IN MILLIMETERS LL 1c PL Westfield Shoppingtown Southcenter Expansion Tukwila, Washington GRAIN SIZE DISTRIBUTION BORING RB -1 December 2004 21 -1- 20189 -001 SHANNON & WILSON, INC. FIG. B-2 •... 1 1--11-, BORING AND SAMPLE NO. es 1x10' 9410' 8x10' 7x10' 6x10' 5x10' 4x10' 3x10' 2x10' 1x10' 0 . 0 • a 8 8 8 22 22 is COBBLES COARSE I FINE COARSE I MEDIUM J FINE GRAVEL 0 0 O f e7 N ell R SAND R dl GRAIN SIZE IN MILLIMETERS RR AR R RR AR R FINES: SILT OR CLAY 8 0 10 20 30 40 50 SO 70 90 100 S • RB-2, S-15 • RB-2, S-16 • RB-2, S-27 • RB 2, 3-28 SIEVE ANALYSIS SIZE OF MESH OPENING IN INCHES I NO. OF MESH OPENINGS PER INCH. U.S. STANDARD DEPTH (1..t) 47.5 52.5 102.5 107.0 U.S.CJ1. SYMBOL ML ML ML SW-SM SAMPLE DESCRIPTION Dark gray, tine sandy, slightly clayey SILT; abundant organics Dark gray, sightly line sandy, dayey SILT; scattered organics Brown-gray, sandy SILT, trace of day; Iron oxide stained Gray- brown, sightly silty SAND, trace of gravel FINES 80.7 94.1 60.1 9.7 NAT. W.C. % 39.5 39.3 20.3 22.5 HYDROMETER ANALYSIS GRAIN SIZE IN MR.IJMETERS LL 33 PL 24 PI 9 Westfield Shoppingtown Southcenter Expansion Tukwila, Washington GRAIN SIZE DISTRIBUTION BORING RB -2 December 2004 21 -1- 20189 -001 SHANNON & YYILSON, ants I FIG. B -3 - .J . • RB-3, 5-4 • RB-3, 5-5 A RB -3, S-14 • RB-3, S-15 BORING AND SAMPLE NO. 1x10 900 Sx10' 7x10' 6x10' 5x10' 4x10' 3x10' 2x10' 1x10' SIEVE ANALYSIS SIZE OF MESH OPENING IN INCHES NO. OF MESH OPENINGS PER INCH, U.S. STANDARD 0 8 8 DEPTH (feet) 10.5 13.0 42.0 47.5 f e9 U.S.C.S. SYMBOL SM SM SM SM C N • AS • • • 11 I 8 2 8 g 5 8 O w O ♦ H N COBBLES I COARSE I FINE GRAVEL COARSE I MEDIUM FINE SAND FINES: SILT OR CLAY SAMPLE DESCRIPTION Brown -gray, silty SAND, trace of gravel Gray, silty SAND, trace of gravel Gray, silty, fine SAND; scattered shell fragments Gray, silty, fine SAND; scattered sheN fragments ° 5 3 S 8 8 S z; 4 01 1a R GRAIN SIZE IN MILLIMETERS FINES 23.4 30.0 17.8 15.1 $ 4 b'. NAT. W.C. % 16.7 13.6 28.3 28.9 HYDROMETER ANALYSIS GRAIN SIZE IN MILLIMETERS LL PL P1 AR R 0 og Q AR 8 10 20 30 40 50 66 70 S0 90 100 8 Westfield Shoppingtown Southcenter Expansion Tukwila, Washington GRAIN SIZE DISTRIBUTION BORING RB-3 December 2004 21 -1- 20189 -001 SHANNON & WILSON, INC. I FIG. B4 o elechr wl I a Environmental Ca.dlaa t1 C) BORING AND SAMPLE NO. • RB-4, S-3 • RB-4, 8-8 • RB-4, S•10 • RB-4, S-11 O RB-4. S-17 ❑ RB-4, S-18 SIEVE ANALYSIS SIZE OF MESH OPENING IN INCHES NO. OF MESH OPENINGS PER INCH, U.S. STANDARD 1 x10' 9x10' 8x10' 7x10' 6x10' 5,110' 4x10' 3x10' 2x10' 1x10' 0 i COBBLES . n ?SS g R 13 V III 11 1 1510 III 0 0 • A COARSE GRAVEL. 0 10 0 . 0 FINE COARSE 2 s I$ 88 s 0 GRAIN SIZE IN MILLIMETERS MEDIUM SAND 1r N FINE O O 4 C El 08 4R 0 °R R AR s FINES: SILT OR CLAY 10 20 30 40 50 60 70 SO 90 100 8 DEPTH (feet) 7.5 20.3 25.2 30.5 57.8 62.5 u.S.c.S. SYMBOL SM SM SM GP SM SM SAMPLE DESCRIPTION Brown-gray, silty SAND, trace of day and gravel Gray, silty SAND; abundant organics Gray- brovlm, slightly gravelly, silty SAND, trace of clay Brown -gray, sandy GRAVEL, trace of silt Gray, silty SAND Gray, silty SAND, trace of clay; scattered decomposed wood fragments FINES 26.7 17.4 21.6 4.7 32.0 36.5 NAT. W.C. % 18.5 31.5 48.3 11.6 242 26.0 HYDROMETER ANALYSIS GRAM SIZE M MILLIMETERS LL 1 PL PI Westfield Shoppingtown Southcenter Expansion Tukwila, Washington GRAIN SIZE DISTRIBUTION BORING RB-4 December 2004 21 -1- 20189 -001 SHANNON & WILSON, INC. I ol.tlrd,el.,A Erwin:n amed C ,.uIlmb FIG. 6-5 I1 f) to 6) 1x10' 9x10' 8x10' 7x10' 50 60 70 BO 90 8 100 BORING AND SAMPLE NO. • R8-6. 8-2 • R8-8. S-4 A R8-6, S-6 • RB-6, S-9 O RB-6, S-11 ❑ RB-6, S-13 SIEVE ANALYSIS SIZE OF MESH OPENING IN INCHES NO. OF MESH OPENINGS PER INCH. U.S. STANDARD DEPTH (feet) 5.5 10.5 15.0 23.0 28.0 38.0 u.S.C.S. SYMBOL SM SM SP SP-SM SP-SM SM SAMPLE DESCRIPTION Brown, slightly gravely, silty SAND Brown, silty SAND, trace 0f fine gravel Brown SAND, trace of silt Dark gray, slightly silty. fine to medium SAND Dark gray SAND, trace of sit and gravel Gray, silty SAND, trace of fine gravel FINES 38.8 12.7 4.3 5.4 3.8 45.0 NAT. W.0 % 20.3 23.4 22.7 27.8 23.1 23.4 HYDROMETER ANALYSIS GRAIN SIZE IN MILLIMETERS u PL P1 Westfield Shoppingtown Southcenter Expansion Tukwila, Washington GRAIN SIZE DISTRIBUTION BORING RB -6 December 2004 21-1-20189-001 SHANNON 8 WILSON, INC. o.r.dxrd C...l m.wo..YI.r FIG. B•6 1 - 9x10' 8x10' 7x10' 6x10' 5x10' 4x10' 3x10' 2x10' 1x10' eD ♦ eo II I 111 I I II 82 2 ? 8 8 0 4 eo ..• ° Ir ° v 8 8 §4 'd, 8 c N all O K l'I N GRAIN SIZE IN MILLIMETERS -4g 84 s a N O O q 0 O O O s $ COBBLES I COARSE I FINE GRAVEL COARSE I MEDIUM FINE SAND ONES: SILT OR CLAY 8 0 10 20 30 40 50 60 70 60 90 100 8 BORING AND SAMPLE NO. • RB•8, S-4 SIEVE ANALYSIS SIZE OF MESH OPENING IN INCHES NO. OF MESH OPENINGS PER INCH. U.S. STANDARD DEPTH (feet) 21.0 U.S.C.S. SYMBOL SM SAMPLE DESCRIPTION Gray - brown, gravelly, silty SANG FINES 1s 19.5 NAT. W.C. % 17.0 HYDROMETER ANALYSIS GRAIN SIZE IN MILLIMETERS LL 1G PL PI Westfield Shoppingtown Southcenter Expansion Tukwila, Washington GRAIN SIZE DISTRIBUTION BORING RB -8 December 2004 21 -1- 20189 -001 SHANNON & WILSON, INC. I OeeMehieei and Erma.- —.w.l FIG. B -7 _.. 9x10' 8,110' 7110' 6x10' 5x10' 4x10' 3x10' 2x10' 1x10' O ♦ 0 N 8 888 3 R g .g 0 xD 0 • N 0 N N r aD m 111111 1 • f W GRAIN SIZE IN MILLIMETERS COBBLES 1 COARSE I FINE I COARSE 1 MEDIUM I FINE GRAVEL SAND 8 a 8 s 0 A O ,0 0 FINES: SILT OR CLAY 10 20 3o 40 50 60 70 80 90 BORING AND SAMPLE NO. • RB-9, S-4 SIEVE ANALYSIS SIZE OF MESH OPENING IN INCHES NO. OF MESH OPENINGS PER INCH. U.S. STANDARD DEPTH Veen 20.2 U.S.C.S. SYMBOL SM SAMPLE DESCRIPTION Dark gray, silty, line SANG; abundant organics FINES 43.1 NAT. w.C. % 36.2 GRAIN SIZE IN MILLIMETERS LL HYDROMETER ANALYSIS PI Westfield Shoppingtown Southcenter Expansion Tukwila, Washington GRAIN SIZE DISTRIBUTION BORING RB -9 December 2004 21- 1- 20189 -001 SHANNON & WILSON, INC. FIG B -8 O.er.awnree and Emkxnw Environmental e 'x10' {x10' sxlo' 4x10' 3x10' 2x10' 1x10' o CL CH • a . / ML crOL MH cr OH CL-ML. f 0 1x10' ado' 3x10' 4x10' 5x10' 8x10' 7x10' 9x10' 9x10' 1x10' 1.1 W ea a X w z_ 0. LIQUID LIMIT - LL ( %) 10' LEGEND CL.: Low plasticity Inorganic clays; sandy and silty clays CH: High plasticity inorganic days ML or 0L: Inorganic and organic silts and clayey silts of low plasticity MH or OH: Inorganic and organic silts and clayey silts of high plasticity CL-ML: Silty days and clayey silts BORING AND SAMPLE NO. • R8-1, S ■ R 8-1, S-21 A R &1, S-23 • R8 -1, 8-23 DEPTH tom) 78.0 83.0 92.0 92.7 US.C.S. SYMBOL ML ML CH ML SOIL CLASSIFICATION Dark gray, dayey SILT Dark gray, dayey SILT Light gray, silty CLAY Dark gray, clayey SILT, trace of fine sand; scattered organics u. 40 44 87 39 PL 28 27 25 27 PI 12 17 42 12 NAT. W.C. % 39.0 45.8 50.7 40.8 PASS. #200. % Westfield Shoppingtown Southcenter Expansion Tukwila, Washington PLASTICITY CHART BORING RB -1 December 2004 21- 1- 20189 -001 SHANNON & WILSON, INC. I FIG. B•9 oaNadnlal and En.b . -Mtw cen.vl4x. rxlO' Bx10' 5x10' 4x10' 3x10' 2x10' 1x10' O CL CH • A ❑ MLarOL e MHcrOH CL-ML / i 7 1x10' 2x10' 3x10' 4x10' 5x10' 6x10' 7x10' 8x10' 9x10' 1x10' 1.1; 0 LIQUID LIMIT - LL (%) 10' LEGEND CL Low plasticity inorganic clays; sandy and silty clays CH: High plasticity Inorganic clays ML or OL: Inorganic and organic silts and clayey silts of low plasticity MH or OH: Inorganic and organic silts and dayey silts of high plasticity CL-ML Silty clays and clayey silts BORING AND SAMPLE 140. • RB-2, 8 -9 ■ RB-2, 8-16 ♦ R8 -2, 8-17 • R8-2, S-18 ORB-2, S -20 ❑ RB-2, S-34 DEPTH 0 23.0 52.5 55.4 57.5 67.0 137.5 U. SYMBOL ML ML CL ML CL ML SOIL CLASSIFICATION Brown-gray, slightly sandy, clayey SILT; scattered organics Dark gray, slightly fine sandy, clayey SILT; scattered organics Dark gray, silty CLAY Dark gray, clayey SILT Dark gray, silty CLAY Gray, slightly gravelly, sandy, dayey SILT LL x 44 33 40 37 47 49 PL 36 24 25 26 27 30 PI 8 9 15 11 20 19 NAT. W.C. % 51.8 39.3 46.8 48.9 47.5 34.7 PASS. M200. % 94.1 Westfield Shoppingtown Southcenter Expansion Tukwila, Washington PLASTICITY CHART BORING RB-2 December 2004 21-1-20189-001 SHANNON & WILSON, INC. 0.o1.ehMer.xa r wwawwA04 Consultants FIG. B -10 0 w C 7x10' 5,10 2x10 1x10 LIQUID LIMIT - LL (%) 10` LEGEND CL Low plasticity inorganic clays; sandy and silty clays CH: High plasticity inorganic days ML or OL: Inorganic and organic silts and clayey silts of low plasticity MH or OH: Inorganic and organic silts and dayey silts of high plasticity CL-ML: Silty clays and dayey silts BORING AND SAMPLE NO. • Re3. S DEPTH lam) 37.3 U.S.C.S. SYMBOL CH SOIL CLASSIFICATION Darts gray, silty CLAY, trace of tine sand; scattered shell fragments - LL 55 PL 28 PI 27 NAT. W.C. % 52.6 PASS. 5200. X Westfield Shoppingtown Southcenter Expansion Tukwila, Washington PLASTICITY CHART BORING RB-3 December 2004 21 -1- 20189 -001 SHANNON & WILSON, INC. Oseichnleall ,,d o FIG. B -11 CL CH • ML cr OL MH c r OH CL-ML / ✓ � 0 1x10' 2x10' 3x10' 4x10' 5x10' 6x10' 7x10' 8x10' 4x10' lx10' 1.1r 0 w C 7x10' 5,10 2x10 1x10 LIQUID LIMIT - LL (%) 10` LEGEND CL Low plasticity inorganic clays; sandy and silty clays CH: High plasticity inorganic days ML or OL: Inorganic and organic silts and clayey silts of low plasticity MH or OH: Inorganic and organic silts and dayey silts of high plasticity CL-ML: Silty clays and dayey silts BORING AND SAMPLE NO. • Re3. S DEPTH lam) 37.3 U.S.C.S. SYMBOL CH SOIL CLASSIFICATION Darts gray, silty CLAY, trace of tine sand; scattered shell fragments - LL 55 PL 28 PI 27 NAT. W.C. % 52.6 PASS. 5200. X Westfield Shoppingtown Southcenter Expansion Tukwila, Washington PLASTICITY CHART BORING RB-3 December 2004 21 -1- 20189 -001 SHANNON & WILSON, INC. Oseichnleall ,,d o FIG. B -11 row 5x10' 5x10' 010' 3x10' 2x10' 13110' a CL CH • I0 0 n ... OL n, e...w e_ n •_ n MH c e.. r OH al a- M ... M CL -ML ,...n, ML cr A- of .� oe de -� i a 6 0 Z_ 0 07 LIQUID LIMIT - LL (%) 1o* LEGEND CL: Low plasticity inorganic clays; sandy and silty days CH: High plasticity inorganic clays ML or OL: Inorganic and organic silts and dayey silts of tow plasticity MH or OH: Inorganic and organic silts and clayey silts of high plasticity CL-ML: Silty clays and dayey silts BORING AND SAMPLE NO. • RB-4, S-7 • RB-4, S-13 A RB-4, S-15 • R13-4, S-16 DEPTH (feet) 18.5 37.5 47.5 52.5 u. SYMBOL ML Mt. ML ML SOIL CLASSIFICATION Gray, dayey SILT; abundant organics Gray, clayey SILT, trace of sand Gray, srghtly sandy, slightly clayey SILT Gray, clayey SILT. trace of sand LL 47 47 26 40 PL x 35 30 22 27 PI 12 17 4 13 NAT. W.C. % 76.6 32.5 23.5 28.8 PASS. N200, % Westfield Shoppingtown Southcenter Expansion Tukwila, Washington PLASTICITY CHART BORING RB-4 December 2004 21- 1- 20189 -001 SHANNON & WILSON, INC. I Booledwileal .nd6,d,oi.,,.dre l 31 ,n FIG. B -12 rxlo' CL C CH • ■ r OL M MH c r r OH CL -ML • ML c r , .. n • M G) W w LIQUID LIMIT - LL (%) 10 LEGEND CL: Low plasticity Inorganic clays; sandy and silty days CH: High plasticity inorganic days ML or OL Inorganic and organic silts and clayey silts of Low plasticity MH or OH: Inorganic and organic silts and daysy silts of high plastidty CL-ML: Silty clays and clayey silts BORING AND SAMPLE NO. • RB-6, S-6 • RB-6, S-15 DEPTH Bast) 15.5 48.0 U.s.C.s. • SYMBOL CL-ML ML SOIL CLASSIFICATION Gray. silty CLAY, trace of fine sand Gray, slightly clayey SILT, trace of fine sand PL x 23 19 47 30 P1 11. 4 17 NAT. W.C. % 28.2 29.5 PASS. 1200.1 Westfield Shoppingtown Southcenter Expansion Tukwila, Washington PLASTICITY CHART BORING RB-6 December 2004 21 -1- 20189 -001 SHANNON & WILSON, INC. o..utlmMal and EnNronme ldl Car„ lbnb FIG. R.13 'xto' CL C CH 3x10' 5100' 11 p w X z_ o. LIQUID LIMIT - LL ( %) 10 LEGEND CL: Low plasticity inorganic clays; sandy and silty clays CH: High plasticity inorganic clays ML or OL: Inorganic and organic silts and clayey silts of low plasticity MH or OH: Inorganic and organic slits and clayey silts of high plasticity CL-ML: Silty clays and dayey silts BORING AND SAMPLE NO. • R13-8, 8-1 ■ RB-8, S-3 A RB-8, S-5 • RB-8, 8-8 DEPTH (feet) 5.5 15.5 25:5 29.4 u.s.c.s. SYMBOL CL CL-ML ML ML SOIL CLASSIFICATION Brown-gray, slightly gravelly, slightly sandy, silty CLAY Brown-gray, slightly sandy, silty CLAY, trace of fine gravel Brown, dayey SILT; abundant organics p gall , dayey SILT; abundant organics and scattered wood u 26 24 44 39 PL 18 17 38 31 8 7 6 8 NAT. W.C. % 15.9 21.5 52.4 36.7 PASS. /r200. % Westfield Shoppingtown Southcenter Expansion Tukwila, Washington PLASTICITY CHART BORING RB-8 December 2004 21 -1- 20189 -001 SHANNON & WILSON, INC. I FIG. B -14 eaaraaraxeal and r CorouNwN co co ONE DIMENSIONAL CONSOLIDATION TEST NO. 1 SETTLEMENT VS LOGIO(CONSOLIDATION PRESSURE) Boring RB-2 Sample S -17 Wax I Depth, ft 55.4 - 56 Tested By / Date CKN 11/5/04 Calc. By / Date CKN 11/5/04 Check By / Date r 0 0 0 0 W 2 W O O 0 N O ui 0.10 1.00 CONSOLIDATION PRESSURE, tsf 100.00 Westfield Shoppingtown Southcenter Expansion Tukwila, Washington 1000.00 CONSOLIDATION TEST SETTLEMENT VS. PRESSURE BORING RB-2 December 2004 21 -1- 20189 -001 SHANNON & WILSON, INC. I FIG. YEOTECNNICALAND ENVIRONMENTAL CONSULTANTS ONE DIMENSIONAL CONSOLIDATION TEST NO. 2 SUMMARY OF TEST DATA Boring RB-3 Sample S-10 Wax I Depth, ft 26 - 26.7 Tested By / Date Calc. By / Date Check By / Date CKN 11/8/04 CKN 11/8/04 CLASSIFICATION: SPECIMEN DATA: Before After Dark brown, fibrous PEAT; PT Test Test Height, inches : .784 .588 SAMPLE DATA: Diameter, inches : 2.502 2.502 Spec. Gray. (est.) : 2.60 Wet Density, pcf : 752 169.7 Specimen : UNDISTURBED Dry Density, pcf : 26.6 70.5 Water Content, % : 182.6 140.8 Void Ratio : 5.090 3.567 Saturation, % : 93 281 Spec Dell Consol Coeff of Coeff of Load d 100 Corr Pressure Settlement Void t 50 d 50 Consol Perm kg 0.01 mm 0.01 mm tsf % Ratio min. 0.01 mm cm2/sec an/sec .3 .4 .5 .10 .0 5.090 .0 .0 .6 9.1 1.2 .19 .4 5.065 .0 .0 1.2 22.4 3.3 .39 1.0 5.031 .0 .0 2.4 43.7 5.1 .77 1.9 4.971 .0 .0 1.2 46.8 4.1 .39 2.1 4.959 .0 .0 .3 26.6 2.6 .10 12 5.016 .0 .0 12 29.0 4.1 .39 1.3 5.013 .0 .0 2.4 48.1 5.3 .77 2.2 4.958 .0 .0 4.8 96.0 8.0 1.55 4.4 4.820 .0 .0 9.6 331.2 112 3.10 16.1 4.111 .0 .0 19.2 605.0 14.3 620 29.7 3.283 29.0 469.8 6.68E -05 2.93E -09 4.8 592.5 10.8 1.55 292 3.310 .0 .0 1.2 529.0 7.8 .39 262 3.496 68.0 555.4 2.52E -05 .3 503.7 6.0 .10 25.0 3.567 .0 .0 Westfield Shoppingtowr: Southcenter Expansion Tukwila, Washington CONSOLIDATION TEST SUMMARY OF TEST DATA BORING RB-3 December 2004 21 -1- 20189 -001 SHANNON & WILSON, INC. L FIG. B1 6 GEOTECHNICAL AND ENVIRONMENTAL CONSULTANT; ONE DIMENSIONAL CONSOLIDATION TEST NO. 2 SETTLEMENT VS LOG10(CONSOLIDATION PRESSURE) Boring RB-3 Sample S -10 Wax I Depth, ft 26 - 26.7 Tested By / Date CKN 11/8/04 Cale. By / Date CKN 11/8/04 Check By / Date 0 0 0 O � w 2 w 0 O 0 O N 0.10 1.00 CONSOLIDATI P RESSURE, tsf 100.00 Westfield Shoppingtown Southcenter Expansion Tukwila, Washington CONSOLIDATION TEST SETTLEMENT VS. PRESSURE BORING RB -3 December 2004 21 -1- 20189 -001 SHANNON & WILSON, INC. GEO ECWICA.ArmENVIRONMENTALCONSULT ANTS 1000.00 FIG. B-16 vf ONE DIMENSIONAL CONSOLIDATION TEST NO.3 SUMMARY OF TEST DATA Boring RB-8 Sample S -6 Wax I Depth, ft 29.4 - 29.7 Tested By! Date Calc. By / Date Check By / Date SMP 11/12104 CKN 11/12/04 CLASSIFICATION: Brown -gray, clayey SILT; abundant organics and scattered pockets of wood fragments; ML SPECIMEN DATA: Before After Test Test .779 .738 Height, Inches : SAMPLE DATA: Diameter, inches : 2.520 2.520 Spec. Gray. (est.) : 2.70 Wet Density, pcf : 111.4 115.0 Liquid Limit : 39 Dry Density, pcf : 79.3 83.6 Plastic limit : 31 Water Content, % : 40.5 37.5 Plasticity Index : 8 Void Ratio : 1.103 1.014 Specimen : UNDISTURBED Saturation, % : 97 100 Spec Defl Consol Coeff of Coeff of Load d 100 Corr Pressure Settlement Void t 50 d 50 Consol Perm kg 0.01 mm 0.01mm tsf • % Ratio min. 0.01mm cm2/sec cm/sec .3 21.0 .6 .10 1.0 1.103 .0 .0 .6 31.4 1.8 .19 1.5 1.094 .0 .0 1.2 43.4 3.7 .38 2.0 1.083 .0 .0 2.4 59.4 5.5 .76 2.7 1.068 .0 .0 1.2 61.3 4.3 .38 2.9 1.064 .0 .0 .3 55.8 1.6 .10 2.7 1.067 .0 .0 1.2 58.8 4.6 .38 2.7 1.067 .0 .0 2.4 65.0 6.0 .76 3.0 1.062 .0 .0 4.8 89.6 9.1 1.53 4.1 1.039 .0 .0 9.6 123.6 12.9 3.06 5.6 1.007 .0 .0 4.8 128.3 10.8 1.53 5.9 .999 .0 .0 1.2 117.7 7.4 .38 5.6 1.007 .0 .0 .3 107.8 4.3 .10 5.2 1.014 .0 .0 : Westfield Shoppingtown Southcenter Expansion Tukwila, Washington CONSOLIDATION TEST SUMMARY OFTEST DATA BORING RB-8 December 2004 21 -1- 20189 -001 SHANNON & WILSON, INC. I FIG . 7 6EOTEO flND ENVIRONMENTAL CONSULTANTS B ONE DIMENSIONAL CONSOLIDATION TEST NO.3 SETTLEMENT VS LOG1O(CONSOLIDATION PRESSURE) Boring RB-8 Sample S -6 Wax 1 Depth, ft 29.4 - 29.7 Tested By / Date SMP 11/12/04 Caic. By / Date CKN 11/12/04 Check By / Date 0 0 c1 O U) O U) 0.10 1.00 10 CONSOLIDATI PRESSURE, tsf 100.00 Westfield Shoppingtown Southcenter Expansion Tukwila, Washington 1000.00 CONSOLIDATION TEST - SETTLEMENT VS. PRESSURE BORING RB -8 December 2004 21 -1 -20189 -001 SHANNON & WILSON, INC. I CEOTECHN CAI.AND ENVIRONMENTAL CONSULTANTS FIG. 617 i APPENDIX C LIQUEFACTION POTENTIAL SHANNON &WILSON. INC. 21 -1- 20189 -004 Page C.1 LIQUEFACTION POTENTIAL C -1 C.2 REFERENCES C -1 Figure No. LIST OF FIGURES C -1 Results of Liquefaction Analyses, C -2 Results of Liquefaction Analyses, C -3 Results of Liquefaction Analyses, C-4 Results of Liquefaction Analyses, C -5 Results of Liquefaction Analyses, C -6 Results of Liquefaction Analyses, C -7 Results of Liquefaction Analyses, C -8 Results of Liquefaction Analyses, C -9 Results of Liquefaction Analyses, 21 -1- 20189-004 -R 1 AC- D.doc/wp/EET APPENDIX C LIQUEFACTION POTENTIAL TABLE OF CONTENTS C -i Boring RB -1 Boring RB -2 Boring RB -3 Boring RB-4 Boring RB -5 Boring RB -6 Boring RB -7 CPT Probe 1 CPT Probe 2 SHANNON &WILSON. INC. 21 -1- 20189 -004 C.1 LIQUEFACTION POTENTIAL Liquefaction potential of the subsurface soils was estimated using the Standard Penetration Test (SPT) N- values for samples obtained in the borings and their measured fines content. The factor of safety against liquefaction was determined for each SPT based on Seed's simplified empirical procedure and in accordance with National Center for Earthquake Engineering Research (NCEER) technical report NCEER -97 -0022 (Youd and Idriss, 1997). Liquefaction potential was also estimated from the penetration resistance data obtained with cone penetration tests (CPTs). Factors of safety were calculated for ground motions consistent with the recommended design ground motions (i.e., earthquake magnitude of 7 and a peak ground acceleration of 0.34g). The calculated factors of safety for each boring and CPT are plotted on Figures C -1 through C -9. C.2 REFERENCE Youd, T.L., and Idriss, I.M., 1997, Proceedings of the NCEER Workshop on evaluation of liquefaction resistance of soils: NCEER technical report NCEER -97 -0022, December 31. 21 -1 -20189 -004 - RIAC- D.dochvp/EET APPENDIX C LIQUEFACTION POTENTIAL C -1 SHANNON &WILSON. INC. 21 -1- 20189 -004 Med. dense, gray, silty fine to med. SAND; Fill. (SM) Loose, gray, silty SAND. SM Soft to med. Stiff clayey SILT with numerous organics and peat layers. 0+MH) Loose to med. dense, dark gray, slightly silty to silty, fine to med. SAND. (SP- SM/SM) I Irzenoo4 -uouEF Re- I.sdvaut wr SUBSURFACE PROFILE (Based on Boring RB -1) 10 20 60 NOTES: FACTOR -OF - SAFETY AGAINST LIQUEFACTION (FS) 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.5 o• 40 - - - -'- J - -- 1 r 1. Reference: Youd, T.L. and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Liquefaction Resistance of Soils. 2. The analysis was performed for an earthquake with a magnitude of 7 and a peak ground acceleration of 0.34g. 3. The liquefaction resistance of a soil Is dependent on its density and fines content The fines content was estimated based on selected grain -size analyses and engineering judgement • L J 1 a • • I. L L Westfield Shoppingtown Southcenter Mall Expansion Tukwila, Washington • • • • • RESULTS OF LIQUEFACTION ANALYSES BORING RB -1 November 2004 21- 1- 20189 -001 iraalandd Environmental WILSON, Connssul FIG. C-1 V. stiff, gray, slightly sandy SILT; Fill _ (ML). Soft to v. soft, brown slightly sandy, clayey SILT; numerous organics Ind. Peat layers; (MI-I). Med. dense, dark gray, slightly silty fine SAND; (SP. SM) Soft to v. soft, gray to dark gray clayey SILT and sandy clayey SILT; (MH) 1 V2912000-LWUEFI;6.2.xlss- *uCior SUBSURFACE PROFILE (Based on Boring RB -2) 20 C.) u. Q CC a) 0 Z 30 CC O 0 W CO Z h 0. • 40 NOTES; 0.0 0.1 0.2 03 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.6 0 ' FACTOR -OF - SAFETY AGAINST LIQUEFACTION (FS) 1. Reference: Youd, T.L and Idriss, l.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Liquefaction Resistance of Soils. 2. The analysis was performed for an earthquake with a magnitude of 7 and a peak ground acceleration of 0.34g. 3. The liquefaction resistance of a soil Is dependent on its density and fines content The fines content was estimated based on selected grain -size analyses and engineering judgement. Westfield Shoppingtown Southcenter Mall Expansion Tukwila, Washington RESULTS OF LIQUEFACTION ANALYSES BORING RB -2 November 2004 21 -1- 20189 -001 Ice � &� � I FIG. C-2 Med. Dense, gray, slightly gravelly silty SAND; (Fill) (SM) • Medium dense, brown -gray, silty fine - to medium SAND, trace of gravel; (SM) Soft to med. Stiff, dark brown clayey SILT and silty CLAY, numerous organics, layers of peat and shells, trace of fine sand; (MH/CH) V. soft, dark gray, silty CLAY and clayey SiLT, trace of fine sand; shells (MUCL) Loose to dense, gray, slightly silty to silty, fine to med. SAND: numerous shells; SP -SM/SM 11/2912004- UOUEF_RS4ad$4Uth r SUBSURFACE PROFILE (Based on Boring RB -3) 10 E 20 — w. to O cc O try Q W 40 — - - - - - 30 60 NOTES: 0.0 0.1 02 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.5 0. I t 1 • I 1 ! I I I I L 50 — - - -- - - - FACTOR -OF - SAFETY AGAINST LIQUEFACTION (FS) - -- J 1 T r 1. Reference: Youd, T.L. and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Uquefaction Resistance of Soils. 2. The analysis was performed for an earthquake with a magnitude of 7 and a peak ground acceleration of 0.34g. 3. The liquefaction resistance of a soil is dependent on its density and fines content. The fines content was estimated based on selected grain -size analyses and engineering judgement. L L • • • r Westfield Shoppingtown Southcenter Expansion Tukwila, Washington L L — I - RESULTS OF LIQUEFACTION ANALYSES BORING RB-3 November 2004 21 - 1 - 20189 - 001 SHANNON E WILSON, INC. FIG. C-3 Medium dense, gray to brown, slightly gravelly, silty SAND; (SM) • Loose, gray, silty, fine to med. SAND, trace gravel; (SM) Soft, brown, clayey SILT; numerous organics and peat layers, sand lens from 20 to21ft ( Dense to very dense, gravelly SAND and sandy GRAVEL; (SP /GP) Very dense, gray silty SAND and sandy SILT; (SMWML) 112912004 -L W UEF.A6.4.tds- author SUBSURFACE PROFILE (Based on Boring RB-4) 0 10 20 ct 0: V7 30 O CC 3 O J w m s W 40 50 60 NOTES: FACTOR-OF-SAFETY AGAINST LIQUEFACTION (FS) 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 12 1.3 1.4 1.5 • _ I- .1 1 L • r r • • L — I- J 1 L 1. Reference: Youd, T.L. and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Liquefaction Resistance of Soils. 2. The analysis was performed for an earthquake with a magnitude of 7 and a peak ground acceleration of 0.34g. 3. The liquefaction resistance of a soil is dependent on its density and fines content. The fines content was estimated based on selected grain -size analyses and engineering judgement. Westfield Shoppingtown Southcenter Expansion Tukwila, Washington RESULTS OF LIQUEFACTION ANALYSES BORING RB-4 November 2004 'N 21 -1- 20189 -001 �O i f a�tts I FIG. C - 4 Med. Dense to dense, v. stiff, silty SAND; Fill, (SM) Loose, brown -gray, slightly gravelly, silty SAND; (SM) V. soft, gray, clayey SILT; (ML) Loose to med. Dense, dark gray, slightly silty, very fine SAND; (SP -SM) Med stiff, brown to dark gray, silty CLAY and clayey SILT, numerous organics; MUCL Medium dense, dark gray, fine to medium SAND; (SP) Med. Dense, dark gray, varved fine silty SAND /sandy SILT; (SM/ML) Very soft to soft, gray to dark gray silty CLAY and clayey SILT; (MH/CH) 11 /2912004- LIOUEF_RB- 5.,dsauthor SUBSURFACE PROFILE (Based on Boring RB -5) o+ 30 40 50 so NOTES: FACTOA-0E- SAFETY AGAINST UOUEFACTION (FS) 0.0 01 02 OA 04 0.0 OA 0.7 0.0 0.11 1A 1.1 1.2 13 1A 11 L L L L • 1. Reference: Youd, T.L and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Liquefaction Resistance of Soils. 2. The analysis was performed for an earthquake with a magnitude of 7 and a peak ground acceleration of 0.34g. 3. The liquefaction resistance of a soil Is dependent on its density and fines content. The fines content was estimated based on selected grain -size analyses and engineering Judgement. • • J J .J J J J Westfield Shoppingtown Southcenter Expansion Tukwila, Washington • • • • • RESULTS OF LIQUEFACTION ANALYSES BORING RB -5 November 2004 21 -1- 20189 -001 SHANNON an mri CCo is • FIG. C-5 11292006- 1.IQUEF Re-6.xdsauthor SUBSURFACE PROFILE (Based on Boring RB -8) Medium dense, brown, slightly gravelly, slightly silty to silty SAND; very stiff sandy SILT from 7.0' to 9.5', (SP- SM(SM) Dense to very dense, brown to gray, fine to medium SAND; occasional sandy SILT, gravelly at 42'; (SP) Bottom of Boring 49.0' 10 V cc z U) z • O • 30 t9 ' 3 ' O ' ▪ • • 40 - - - -� 60 NOTES: FACTOR-OF-SAFETY AGAINST 1 QUEFACTION (FS} 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.5 0• J T 1. Reference: Youd, T.L. and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Liquefaction Resistance of Soils. 2. The analysis was performed for an earthquake with a magnitude of 7 and a peak ground acceleration of 0.34g. 3. The liquefaction resistance of a soil Is dependent on its density and fines content. The fines content was estimated based on selected grain -size analyses and engineering judgement. r r 1 L L I- J 1• HAN &� N� INC. 1 L L Westfield Shoppingtown Southcenter Expansion Tukwila, Washington • • • • • • • • • • • • RESULTS OF LIQUEFACTION ANALYSES BORING RB-6 November 2004 21-1 FIG. C-6 Loose to med. dense, brown, slightly gravelly, silty SAND /sandy SILT; (SM/ML) Medium dense to dense, gray, slightly _ silty to silty, sandy GRAVEL and gravelly SAM); (SM/GM) Very dense, gray, slightly silty, fine to medium SAND; (SM) Bottom of Boring 49.0' 11/292004- UOtJEF_RB•7.0s-iu hor SUBSURFACE PROFILE (Based on Boring RB -7) 10 20 — W ▪ ' Q tL 0: co z O O O m 14.1 40 - - - -� 30 50 — - - -r - - - 60 NOTES: FACTOR -OF - SAFETY AGAINST UOUEFACTION (FS) 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 12 1.3 1.4 1.5 09 J J 1 1. Reference: Youd, T.L and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Liquefaction Resistance of Soils. 2. The analysis was performed for an earthquake with a magnitude of 7.5 and a peak ground acceleration of 0.33g. 3. The liquefaction resistance of a soil is dependent on its density and fines content. The fines content was estimated based on selected grain -size analyses and engineering Judgement: r L L - I- 1 J J 1 1 L L -1- � Westfield Shoppingtown Southcenter Expansion Tukwila, Washington • • • • • • • RESULTS OF LIQUEFACTION ANALYSES BORING RB -7 November2004 21 - 1 - 20189 - 001 0 aN &ms INC. FIG. C -7 / Med. dense, gray, silty fine to med. SAND; Fill. (SM) Loose, gray, silty SAND. SM Soft to med. Stiff clayey SILT with numerous organics and peat layers. (MH) Loose to med. dense, dark gray, slightly silty to silty, fine to med. SAND. (SP- SM/SM) 1129!2004- LIOUEF 1.1ds euthor SUBSURFACE PROFILE Based on RB -2 (50' south) 20 V • C.) V LL CC t%) D z • 30 — C 0 J w m • 40 ▪ - 50 60 NOTES: FACTOR -OF- SAFETY AGAINST LIQUEFACTION (FS) 0.0 0.5 1.0 1.5 2.0 0 I 1 10 — 1 • • •.•••• • • • J • • • • • t • ••• • .1. Reference: Youd, LT. and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Liquefaction Resistance of Soils. 2. The analysis was performed for an earthquake with a magnitude of 7.5 and a peak ground acceleration of 0.33g. 3. The liquefaction resistance of a soil Is dependent on its grain size, density, and fines content. Interpretations of soil type, density, and fines content were estimated from empirical relationships to CPT tests. • • • • • i Westfield Shoppingtown Southcenter Mall Expansion Tukwila, Washington RESULTS OF LIQUEFACTION ANALYSES CPT PROBE 1 December 2004 21-1-20189-001 =CAI 8 Errri I S MIL I E . I FIG. C - 8 Med. Dense, gray, slightly gravelly silty SAND; (Fill) (SM) Medium dense, brown -gray, silty fine to medium SAND, trace of gravel; (SM) Soft to med. Stiff, dark brown clayey SILT and silty CLAY, numerous organics, layers of peat and shells, trace of fine sand; (MH/CH) V. soft, dark gray, silty CLAY and clayey SILT, trace of fine sand; shells (ML/CL) Loose to dense, gray, slightly silty to silty, fine to med. SAND; numerous shells; SP -SM/SM 1129/2004- UOUEF 2.1daaut or SUBSURFACE PROFILE Based on Boring RB -3 0.0 02 0.4 0.6 0 10 20 30 50 60 NOTES: FACTOR-OF- SAFETY AGAINST LIQUEFACTION (FS) -t J 1. Reference: Yowl, L.T. and Idriss, l.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/ NSF Workshops on Evaluation of Uquefaction Resistance of Soils. 2. The analysts was performed for an earthquake with a magnitude of 7.5 and a peak ground acceleration of 0.33g. 3. The liquefaction resistance of a soil is dependent on Its grain size, density, and fines Content. Interpretations of soil type, density, and fines content were estimated from empirical relationships to CPT tests. 0.8 1.0 r L 1 L L 12 1.4 Westfield Shoppingtown Southcenter Mall Expansion Tukwila, Washington RESULTS OF • LIQUEFACTION ANALYSES CPT PROBE CPT-2 December 2004 21 -1- 20189 -001 R din a Ia d Environmental INC. tnts I FIG. C-9 APPENDIX D IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL REPORT SHANNON &WILSON. INC. 21 -1- 20189 -004 SHANNON & WILSON, INC. Geotechnical and Environmental Consultants Attachment to and part of Report 21 -1- 20189 -004 Date: September 15, 2005 To: Mr. Robert Gross, AIA Westfield Corporation IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL/ENVIRONMENTAL REPORT CONSULTING SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND FOR SPECIFIC CLIENTS. Consultants prepare reports to meet the specific needs of specific individuals. A report prepared fora civil engineer may not be adequate for a construction contractor or even another civil engineer. Unless indicated otherwise, your consultant prepared your report expressly for you and expressly for the purposes you indicated. No one other than you should apply this report for its intended purpose without first conferring with the consultant. No party should apply this report for any purpose other than that originally contemplated without first conferring with the consultant. THE CONSULTANTS REPORT IS BASED ON PROJECT - SPECIFIC FACTORS. Ageotechnical/environmental report is based on a subsurface exploration plan designed to consider a unique set of project - specific factors. Depending on the project, these may include: the general nature of the structure and property involved; its size and configuration; its historical use and practice; the location of the structure on the site and its orientation; other improvements such as access roads, parking lots, and underground utilities; and the additional risk created by scope -of- service limitations imposed by the client. To help avoid costly problems, ask the consultant to evaluate how any factors that change subsequent to the date of the report may affect the recommendations. Unless your consultant indicates otherwise, your report should not be used: (1) when the nature of the proposed project is changed (for example, if an office building will be erected instead of a parking garage, or if a refrigerated warehouse will be built instead of an =refrigerated one, or chemicals are discovered on or near the site); (2) when the size, elevation, or configuration of the proposed project is altered; (3) when the location or orientation of the proposed project is modified; (4) when there is a change of ownership; or (5) for application to an adjacent site. Consultants cannot accept responsibility for problems that may occur if they are not consulted after factors which were considered in the development of the report have changed. SUBSURFACE CONDITIONS CAN CHANGE. Subsurface conditions may be affected as a result of natural processes or human activity. Because a geotechnical/environmental report is based on conditions that existed at the time of subsurface exploration, construction decisions should not be based on a report whose adequacy may have been affected by time. Ask the consultant to advise if additional tests are desirable before construction starts; for example, groundwater conditions commonly vary seasonally. Construction operations at or adjacent to the site and natural events such as floods, earthquakes, or groundwater fluctuations may also affect subsurface conditions and, thus, the continuing adequacy of a geotechnical/environmental report. The consultant should be kept apprised of any such events, and should be consulted to determine if additional tests are necessary. MOST RECOMMENDATIONS ARE PROFESSIONAL JUDGMENTS. Site exploration and testing identifies actual surface and subsurface conditions only at those points where samples are taken. The data were extrapolated by your consultant, who then applied judgment to render an opinion about overall subsurface conditions. The actual interface between materials may be far more gradual or abrupt than your report indicates. Actual conditions in areas not sampled may differ from those predicted in your report. While nothing can be done to prevent such situations, you and your consultant can work together to help reduce their impacts. Retaining your consultant to observe subsurface construction operations can be particularly beneficial in this respect. Page 1 of 2 - 1/2005 A REPORTS CONCLUSIONS ARE PRELIMINARY. The conclusions contained in your consultant's report are preliminary because they must be based on the assumption that conditions revealed through selective exploratory sampling are indicative of actual conditions throughout a site. Actual subsurface conditions can be discerned only during earthwork; therefore, you should retain your consultant to observe actual conditions and to provide conclusions. Only the consultant who prepared the report is fully familiar with the background information needed to determine whether or not the report's recommendations based on those conclusions are valid and whether or not the contractor is abiding by applicable recommendations. The consultant who developed your report cannot assume responsibility or liability for the adequacy of the report's recommendations if another party is retained to observe construction. THE CONSULTANT'S REPORT IS SUBJECT TO MISINTERPRETATION. Costly problems can occur when other design professionals develop their plans based on misinterpretation of a geotechnical/environmental report. To help avoid these problems, the consultant should be retained to work with other project design professionals to explain relevant geotechnical, geological, hydrogeological, and environmental findings, and to review the adequacy of their plans and specifications relative to these issues. BORING LOGS AND /OR MONITORING WELL DATA SHOULD NOT BE SEPARATED FROM THE REPORT. Final boring logs developed by the consultant are based upon interpretation of field logs (assembled by site personnel), field test results, and laboratory and/or office evaluation of field samples and data. Only final boring logs and data are customarily included in geotechnical/environmental reports. These final logs should not, under any circumstances, be redrawn for inclusion in architectural or other design drawings, because drafters may commit errors or omissions in the transfer process. To reduce the likelihood of boring log or monitoring well misinterpretation, contractors should be given ready access to the complete geotechnical engineering/environmental report prepared or authorized for their use. If access is provided only to the report prepared for you, you should advise contractors of the report's limitations, assuming that a contractor was not one of the specific persons for whom the report was prepared, and that developing construction cost estimates was not one of the specific purposes for which it was prepared. While a contractor may gain important knowledge from a report prepared for another party, the contractor should discuss the report with your consultant and perform the additional or alternative work believed necessary to obtain the data specifically appropriate for construction cost estimating purposes. Some clients hold the mistaken impression that simply disclaiming responsibility for the accuracy of subsurface information always insulates them from attendant liability. Providing the best available information to contractors helps prevent costly construction problems and the adversarial attitudes that aggravate them to a disproportionate scale. READ RESPONSIBILITY CLAUSES CLOSELY. Because geotechnical/environmental engineering is based extensively on judgment and opinion, it is far less exact than other design disciplines. This situation has resulted in wholly unwarranted claims being lodged against consultants. To help prevent this problem, consultants have developed a number of clauses for use in their contracts, reports and other documents. These responsibility clauses are not exculpatory clauses designed to transfer the consultant's liabilities to other parties; rather, they are definitive clauses that identify where the consultant's responsibilities begin and end. Their use helps all parties involved recognize their individual responsibilities and take appropriate action. Some of these definitive clauses are likely to appear in your report, and you are encouraged to read them closely. Your consultant will be pleased to give full and frank answers to your questions. The preceding paragraphs are based on information provided by the ASFE/Association of Engineering Firms Practicing in the Geosciences, Silver Spring, Maryland Page 2 of 2 1/2005 STRUCTURAL CALCULATIONS JOEY'S SOUTHCENTER PATIO FRAMING TUKWILLA, WASHINGTON JOB No. 0730A STRUCTURAL ENGINEERS October 31, 2007 FILE COPY Permit No. • RECEIVED CITY OF TUKWILA NOV 1 3 21107 PERMIT CENTER VA Cary Kopczynski & Company 10500 NE 8th Street, Suite 800 Bellevue, WA. 98004 -5901 Phone: (425) 455 -2144 Fax: (425) 455 -2091 www.ckcps.com STRUCTURAL ENGINEERS Cary Kopczynski & Company - - zs • o t - _ 5S I Z Job Title: C_)00 S c Job No . 53t . L� P c3 ' e.AckA` -.,E51 Designer &VT Sheet No Date D - e5R- Subject: wesTeal cepArv--) r .n s ID B CZvws _ -m 2 30t - • VJ OrWC - - 0e- tcArr x Sew )O95V CAW SPA ? • SeLF 4 4.10 i5 ` -F 1,tte- o,--► lac Tr , (I 44-) ( C am!_ _ -_, _ _ t-�rcc I U -cwt T�►NG -1 (1� W cirri . Aft 92E14Q1rJ( !Fr P�AU a mo" '� `� Pert N Gt r--� 5-c P�N6 } 1 SS 1-Z ,F co `/z - o �G , sE� herrek-C- t-l01> STRUCTURAL ENGINEERS Cary Kopczynski & Company F F12--A-M (3) Co x Co R -75-t Job Title s Job No Subject: e \� � Designer: Sheet No.• Dote IL 2 - 12 � - 11- VI............ p 'sp1_ L- 4 L " R`^ raf s /N A '- • 1. to ?Aht r — tk--r cc'-0' 1 -+ • it - ukr- r��- .�,,. � -t �-� S - -o'' (-Aft,/ - vs- – UN 1°t- Wc316 p -r..►� ' 'LoAt' dcs Std �p - e gam! C9 •1E1 Fir V ' - L = - . Q = -S" /Z 2 ."-s' 2- Rev: 580003 User: KW- 0606414, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description Section Name 4x12 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Dead Load Live Load ...distance Deflections Trellis - 4x12 Joist General Information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined lbs 300.0 lbs 8.875 ft 3.500 in 11.250 in Sawn 1.250 Pin -Pin 25.000 pcf lbs lbs 0.000 ft General Timber Beam lbs lbs 0.000 ft Title : Joey's Southcenter Dsgnr: TRS /JAT Description : Patio Framing Scope : Center Span Left Cantilever Right Cantilever Western Cedars, No.2 Fb Base Allow 700.0 psi Fv Allow 155.0 psi Fc Allow 425.0 psi E 1,000.0 ksi lbs lbs 0.000 ft 17.75 ft Lu ft Lu 1.00ft Lu lbs lbs 0.000 ft Span= 17.75ft, Right Cant= 1.00ft, Beam Width = 3.500in x Depth = 11.25in, Ends are Pin -Pin 0.301 : 1 1.6 k -ft 5.3 k -ft 1.59 k -ft at 8.838 ft -0.00 k -ft at 17.750 ft 0.00 k -ft -0.00 k -ft Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 258.95 psi Fb 859.27 psi Center Span... Dead Load Deflection -0.036 in ...Location 8.838 ft ...Length /Deft 5,838.3 Camber ( using 1.5 * D.L. Deft) ... @ Center 0.055 in @ Left 0.000 in @ Right 0.009 in Stress Calcs Bending Analysis Ck 27.417 Le Cf 1.100 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing © Supports Max. Left Reaction Max. Right Reaction 5.29 fv Fv 32.647 ft 18.972 Max Moment 1.59 k -ft 0.00 k -ft 0.00 k -ft © Left Support 0.31 k 1.582 in2 193.75 psi 0.21 k 0.22 k 7.80 psi 193.75 psi Total Load -0.182 in 8.838 ft 1,170.91 Reactions... Left DL Right DL Sxx 73.828 in3 CI 0.893 Sxx Rea'd 22.25 in3 0.00 in3 0.04 in3 @ Right Support 0.31 k 1.585 in2 193.75 psi Maximum Shear * 1.5 Allowable Shear: Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Bearing Length Req'd Bearing Length Req'd Area 39.375 in2 0.3 k 7.6 k @ Left 0.21 k @ Right 0.21 k Camber: @ Left 0.000 in @ Center 0.055 in @ Right 0.009 in 0.06 k Max 0.21 k 0.07 k Max 0.22 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 Allowable fb 859.27 psi 962.50 psi 959.99 psi 0.141 in 0.146 in Job # 0730 Date: 3:42PM, 25 OCT 07 Page 1 0730 - Joey's southcenter.ecw:Calculations 17.75 ft 0.00 ft 1.00 ft lbs lbs 0.000 ft lbs lbs 0.000 ft Beam Design OK 0.006 in 0.029 in 3,956.4 829.1 Rev: 580003 User: KW- 0606414, Ver 5.8.0, 1- Dec -2003 (c)1983.2003 ENERCALC Engineering Software General Timber Beam Page 2 0730 - Joey's southcenter.ecw:Calculations Description Trellis - 4x12 Joist Query Values M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Joey's Southcenter Dsgnr: TRS /JAT Description : Patio Framing Scope : Shear 0.21 k 0.21 k 0.00 k Notes Calculations are designed to 2001 NDS Guidelines Section databases have been updated as of 21- Sep -2004 To determine Cf values for sawn sections, the program looks for the identifying words in the "Stress" entry. "Select ", "No.1 ", "Standard" and similar typical words are used to determine Cf category "Unbraced length" is multiplied by the following values to calculate "Le" When beam depth <= 7 ", Le = 2.06 * Lu When 7" < beam depth <= 14.3" , Le = 1.62 * Lu + 3d When beam depth > 14.3" , Le = 1.84 * Lu Job # 0730 Date: 3:42PM, 25 OCT 07 Deflection 0.0000 in 0.0000 in 0.0000 in Rev: 580003 User: KW- 0606414, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software - 11111111M761202="1010 , ' Description General Information Section Name 6x18 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Point Loads Dead Load Live Load ...distance Summary Span= 28.75ft, Beam Width = 5.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 224.64 psi Fb 833.26 psi Deflections Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 * D.L. Defl) ... © Center 0.282 in @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 27.417 Cf 0.959 Trellis - 6x18 Beam @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 60.0 lbs lbs 2.500 ft Le Rb 5.500 in 17.500 in Sawn 1.250 Pin -Pin 25.000 pcf 60.0 lbs lbs 7.000 ft 5.26 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 19.49 fv Fv Dead Load -0.188 in 14.375 ft 1,832.5 9.266 ft 8.022 Max Moment 5.26 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.83 k 4.297 in2 193.75 psi 0.58 k 0.56 k General Timber Beam Depth = 17.5in, Ends are Pin -Pin 0.270 : 1 5.3 k -ft 19.5 k -ft at 14.375 ft at 0.000 ft 8.65. psi 193.75 psi 60.0 lbs 60.0 lbs lbs lbs 11.500 ft 16.000 ft Scope : Center Span Left Cantilever Right Cantilever Western Cedars, No.2 Fb Base Allow • Fv Allow Fc Allow E Total Load -0.293 in 14.375 ft 1,178.50 Reactions... Left DL Right DL Sxx 280.729 in3 CI 0.993 Sxx Req'd 75.68 in3 0.00 in3 0.00 in3 @ Right Support 0.81 k 4.175 in2 193.75 psi Title : Joey's Southcenter Dsgnr: TRS /JAT Description : Patio Framing Bearing Length Req'd Bearing Length Req'd 28.75 ft Lu ft Lu ft Lu 700.0 psi 155.0 psi 425.0 psi 1,000.0 ksi Maximum Shear * 1.5 Allowable Shear: 0.43 k 0.41 k Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Deft 60.0 lbs lbs 20.500 ft Area 96.250 in2 Allowable fb 833.26 psi 839.08 psi 839.08 psi 0.247 in 0.241 in Job # 0730 Date: 3:52PM, 25 OCT 07 Page 1 0730 - joey's southcenter.ecw:Calculations Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined 4.50 ft 0.00 ft 0.00 ft 60.0 lbs lbs 25.000 ft lbs 300.0 lbs 14.375 ft Beam Design OK 0.8 k 18.6 k @ Left 0.58 k © Right 0.56 k Camber: @ Left 0.000 in @ Center 0.282 in @ Right 0.000 in Max 0.58 k Max 0.56 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 6 Rev: 580003 User: KW- 0606414, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description Trellis - 6x18 Beam M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Scope : General Timber Beam Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Joey's Southcenter Dsgnr: TRS /JAT Description : Patio Framing Shear 0.58 k 0.00 k 0.00 k Notes Calculations are designed to 2001 NDS Guidelines Section databases have been updated as of 21- Sep -2004 To determine Cf values for sawn sections, the program looks for the identifying words in the "Stress" entry. "Select ", "No.1 ", "Standard" and similar typical words are used to determine Cf category "Unbraced length" is multiplied by the following values to calculate "Le" When beam depth <= 7 ", Le = 2.06 * Lu When 7" < beam depth <= 14.3" , Le = 1.62 * Lu + 3d When beam depth > 14.3" , Le= 1.84 *Lu Job # 0730 Date: 3:52PM, 25 OCT 07 Page 2 0730 - Joey's southcenter.ecw:Calculations Query Values Deflection 0.0000 in 0.0000 in 0.0000 in co Rev: 580005 User: KW- 0606414, Ver 5.8.0, 1 -Dec -2003 (c)1983.2003 ENERCALC Engineering Software Steel Beam Design Page 1 southcen tor. acw: Ca I cu la ti ons Description General Information Steel Section : HSS12X6X1 /2 Fy 46.00ksi Pinned - Pinned Load Duration Factor 1.00 Center Span 20.50 ft Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 20.50 ft Minor Axis Bending ! Distributed Loads DL LL ST Start Location End Location Depth Web Thick Width Flange Thick Area Rt Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ Reaction @ Left Reaction @ Rt HSS 12x6x1/2 - Weak Axis Bending #1 0.200 Summary Using: HSS12X6X1 /2 section, Span = 20.50ft, Fy = 46.0ksi End Fixity = Pinned - Pinned, Lu = 20.50ft, LDF = 1.000 Actual Allowable Moment 10.506 k -ft 69.920 k -ft fb : Bending Stress 4.147 ksi 27.600 ksi fb l Fb 0.150: 1 Shear fv : Shear Stress fv / Fv Force & Stress Summary «- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Maximum Only (a. Center e Center Cad Cants (a7 Cants Max. M + 10.51 k -ft 10.51 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M © Right k -ft Shear @ Left 2.05 k 2.05 k Shear @ Right 2.05 k 2.05 k -0.301 in 0.000 in 0.000 in 0.000 ft 2.05 2.05 Fa calc'd per Eq. E2 -2, K *Ur > Cc 12.000 in 0.465 in 6.000 In 0.465 in 15.30 in2 3.000 in �,✓' Values for LRFD Design.... J 227.000 in4 Cw 59.00 in6 #2 #3 #4 #5 2.050 k 0.367 ksi 0.020 : 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Weight Ixx lyy Sxx Syy R -xx R -yy Zx Zy Title : Joey's Southcenter Dsgnr: TRS /JAT Description : Patio Framing Scope : 51.336 k 18.400 ksi Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 -0.301 0.000 0.000 51.97 #/ft 271.000 in4 91.100 in4 45.200 in3 30.400 in3 4.210 in 2.440 in 57.400 in3 35.200 in3 0.000 2.05 2.05 Job # 0730 Date: 3:57PM, 25 OCT 07 Note! Short Term Loads Are WIND Loads. #6 Max. Deflection Length /DL Defl Length /(DL +LL Defl) 0.000 0.000 0.000 #7 Beam OK Short Term Load Case Governs Stress 0.000 in 0.000 in 0.000 in 0.000 0.000 in k k k/ft k/ft k/ft ft ft -0.301 in 0.0 : 1 817.8 : 1 Liection Properties HSS12X6X1 /2 1 Rev: 580005 User: KW- 0606414, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description HSS 12x6x1/2 - Strong Axis Bending General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : HSS12X6X1 /2 Center Span Left Cant. Right Cant Lu : Unbraced Length Note! Short Term Loads Are WIND Loads. Dead Load Live Load Short Term Location Summary Using: HSS12X6X1 /2 section, Span = 20.50ft, Fy = 46.0ksi End Fixity = Pinned - Pinned, Lu = 20.50ft, LDF = 1.000 Actual Allowable Moment 4.456 k -ft 103.960 k -ft fb : Bending Stress 1.183 ksi 27.600 ksi fb / Fb 0.043: 1 Shear fv : Shear Stress fv / Fv Depth Web Thick Width Flange Thick Area Rt Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ Reaction @ Left Reaction @ Rt #1 Maximum 4.46 k -ft 0.84 k 0.83 k -0.043 in 0.000 in 0.000 in 0.000 ft 0.84 0.83 Fa calc'd per Eq. E2 - 2, K'Ur> Cc #2 #3 #4 #5 #6 #7 0.150 0.150 0.150 0.150 k k k 3.250 7.750 12.250 16.750 ft 12.000 in 0.465 in 6.000 in 0.465 in 15.30 in2 3.000 in Values for LRFD Design.... J 227.000 in4 Cw 59.00 in6 20.50 ft 0.00 ft 0.00 ft 20.50 ft 0.840 k 0.075 ksi 0.004 : 1 « -- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Only na Center a Center a Cants e. Cants 4.46 0.84 0.83 -0.043 0.000 0.000 0.000 0.84 0.83 Pinned- Pinned Bm Wt. Added to Loads LL & ST Act Together Weight Ixx lyy Sxx Syy R -xx R -yy Zx Zy Steel Beam Design 205.344 k 18.400 ksi 0.000 0.000 0.000 0.000 Title : Joey's Southcenter Dsgnr: TRS /JAT Description : Patio Framing Scope: -0.043 0.000 0.000 0.000 0.84 0.83 Max. Deflection Length /DL Defl Length /(DL +LL Defl) 0.000 0.000 0.000 0.000 Job # 0730 Date: 3:57PM, 25 OCT 07 Page 1 0730 -joeys southcenter.ecw:Calcutations Fy 46.00 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi Beam OK Static Load Case Governs Stress k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k -0.043 in 5,702.6 : 1 5,702.6 : 1 Section Properties HSS12X6X1 /2 5C- - vo ' C2 ;--1\- 1 b 51.97 #/ft 271.000 in4 91.100 in4 45.200 in3 - _� L 1_ i✓ 30.400 in3 91V-v'h 4.210 in 2.440 in 57.400 in3 0.1S0 + t, .04 Cj , 35.200 in3 Rev: 580003 User: KW- 0606414, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description Patio Roof - 3 -2x12 Joists General Timber Beam General Information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 3 -2x12 4.500 in 11.250 in Sawn 1.250 Pin -Pin 25.000 pcf Center Span Left Cantilever Right Cantilever Western Cedars, No.2 Fb Base Allow Fv Allow Fc Allow E Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary Span= 17.67ft, Beam Width = 4.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 734.12 psi Fb 952.11 psi Deflections DL DL DL 0.00 k -ft 0.00 k -ft 7.53 fv Fv Center Span... Dead Load Deflection -0.118 in ...Location 8.835 ft ...Length /Deft 1,792.9 Camber ( using 1.5 * D.L. Deft) ... @ Center 0.177 in @ Left 0.000 in @ Right 0.000 in Bending Analysis Ck 27.417 Le Cf 1.100 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing © Supports Max. Left Reaction Max. Right Reaction 5.81 k -ft 0.00 k -ft 12.355 ft 9.077 Max Moment 5.81 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 1.77 k 9.119 in2 193.75 psi 1.31 k 1.31 k 20.00 #/ft #/ft #/ft Depth = 11.25in, Ends are Pin -Pin 0.771 : 1 5.8 k -ft 7.5 k -ft at 8.835 ft at 0.000 ft 34.90 psi 193.75 psi Total Load -0.611 in 8.835 ft 346.91 Sxx CI LL LL LL Scope : Reactions... Left DL Right DL 94.922 in3 0.989 Sxx Reo'd 73.19 in3 0.00 in3 0.00 in3 @ Right Support 1.77 k 9.119 in2 193.75 psi Title : Joey's Southcenter Dsgnr: TRS /JAT Description : Patio Framing 17.67 ft ft ft 700.0 psi 155.0 psi 425.0 psi 1,000.0 ksi 120.00 #/ft #/ft #/ft Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Bearing Length Req'd Bearing Length Req'd Lu Lu Lu Job # 0730 Date: 4:03PM, 25 OCT 07 Page 1 0730 -joeys southcenter.ecw:Calculations 6.00 ft 0.00 ft 0.00 ft Beam Design OK 1.8 k 9.8 k @ Left 1.31 k @ Right 1.31 k Camber: @ Left 0.000 in @ Center 0.177 in @ Right 0.000 in Maximum Shear * 1.5 Allowable Shear: 0.25 k 0.25 k Area 50.625 in2 Allowable fb 952.11 psi 962.50 psi 962.50 psi Max 1.31 k Max 1.31 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.687 in 0.687 in 0.000 in 0.000 in 0.0 0.0 Rev: 580003 User: KW- 0606414, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description Patio Roof - 3 -2x12 Joists M, V, & D@ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Scope : General Timber Beam Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Title : Joey's Southcenter Dsgnr: TRS /JAT Description : Patio Framing Shear 1.31 k 0.00 k 0.00 k Calculations are designed to 2001 NDS Guidelines Section databases have been updated as of 21- Sep -2004 To determine Cf values for sawn sections, the program looks for the identifying words in the "Stress" entry. "Select ", "No.1 ", "Standard" and similar typical words are used to determine Cf category "Unbraced length" is multiplied by the following values to calculate "Le" When beam depth <= 7 ", Le = 2.06 * Lu When 7" < beam depth <= 14.3" , Le = 1.62 * Lu + 3d When beam depth > 14.3" , Le = 1.84 * Lu Job # 0730 Date: 4:03PM, 25 OCT 07 Page 2 0730 - joey's southcenter.ecw:Catculations Deflection 0.0000 in 0.0000 in 0.0000 in Rev: 580003 User: KW- 0606414, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software - mu= Description General Information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 6x18 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Full Length Uniform Loads Center Left Cantilever Right Cantilever Dead Load Live Load ...distance 50.0 lbs lbs 1.500 ft Span= 18.50ft, Beam Width = 5.500in x Depth = 17.5in, Ends are Pin -Pin 0.679 : 1 13.2 k -ft 19.5 k -ft 13.24 k -ft at 9.324 ft 0.00 k -ft at 18.500 ft Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 566.14 psi Fb 833.98 psi Deflections Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5 * D @ Center @ Left @ Right Patio Roof - 6x18 Beam DL DL DL 5.500 in 17.500 in Sawn 1.250 Pin -Pin 25.000 pcf 50.0 lbs lbs 5.500 ft 0.00 k -ft 0.00 k -ft 19.51 fv Fv Dead Load -0.074 in 9.250 ft 2,984.1 .L. Defl) ... 0.112 in 0.000 in 0.000 in General Timber Beam 40.00 # /ft #/ft # /ft 38.17 psi 193.75 psi Center Span Left Cantilever Right Cantilever Western Cedars, No.2 Fb Base Allow Fv Allow Fc Allow E 50.0 lbs 50.0 lbs lbs 9.500 ft 13.500 ft Total Load . -0.332 in 9.250 ft 668.89 LL LL LL Scope: Reactions... Left DL Right DL Title : Joey's Southcenter Dsgnr: TRS /JAT Description : Patio Framing 18.50 ft ft ft 700.0 psi 155.0 psi 425.0 psi 1,000.0 ksi 240.00 #/ft #/ft #/ft lbs 50.0 lbs lbs 17.500 ft 3.7 k 18.6 k @ Left 2.87 k @ Right 2.87 k Camber: @ Left 0.000 in @ Center 0.112 in @ Right 0.000 in Maximum Shear * 1.5 Allowable Shear: 0.65 k 0.65 k Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Lu Lu Lu Job # 0730 Date: 4:09PM, 25 OCT 07 Page 1 0730 - Joey's southcenter.ecw:Calculalions 4.00 ft 0.00 ft 0.00 ft lbs lbs 0.000 ft lbs lbs 0.000 ft Beam Design OK Max 2.87 k Max 2.87 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 11 Rev: 580003 User: KW -0606414, Ver 5.8.0, 1- Dec -2003 (c)1983.2003 ENERCALC Engineering Software General Timber Beam Page 2 0730 - Joey's southcenter.ecw:Calculations Description Bending Analysis Ck 27.417 Cf 0.959 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Patio Roof - 6x18 Beam Stress Calcs Aganaisi Le Rb 8.237 ft 7.563 Max Moment 13.24 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 3.67 k 18.960 in2 193.75 psi 2.87 k 2.87 k Title : Joey's Southcenter Dsgnr: TRS /JAT Description : Patio Framing Scope : Sxx 280.729 in3 Area 96.250 in2 CI 0.994 Sxx Reo'd 190.57 in3 0.00 in3 0.00 in3 @ Right Support 3.61 k 18.625 in2 193.75 psi Bearing Length Req'd Bearing Length Req'd Allowable fb 833.98 psi 839.08 psi 839.08 psi 1.226 in 1.229 in Job # 0730 Date: 4:09PM, 25 OCT 07 Query Values M, V, & D @ Specified Locations @ Center Span Location = © Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear 2.87 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in Calculations are designed to 2001 NDS Guidelines Section databases have been updated as of 21- Sep -2004 To determine Cf values for sawn sections, the program looks for the identifying words in the "Stress" entry. "Select ", "No.1", "Standard" and similar typical words are used to determine Cf category "Unbraced length" is multiplied by the following values to calculate "Le" When beam depth <= 7 ", Le = 2.06 * Lu When 7" < beam depth <= 14.3" , Le = 1.62 * Lu + 3d When beam depth > 14.3" , Le = 1.84 * Lu y2 Rev: 580002 User: KW- 0606414, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Timber Column Design Page 1 0730 - joey's southcenter.ecw:Calculations Description General Information Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined. Wood Section Rectangular Column Column Depth Width Sawn Unbraced length for "y -y" axis sideways deflection Unbraced length for "x -x" axis sideways deflection Lu XX for Bending Axial Load Eccentricity Summary Using : 6x6, Width= 5.50in, Depth= 5.50in, Total Column Ht= 14.00ft DL + LL + ST 94.88 psi 375.10 psi fc : Compression Fc : Allowable fbx : Flexural F'bx : Allowable Interaction Value Fc : X -X Fc : Y -Y F'c : Allowable F'c:Allow * Load Dur Factor F'bx F'bx * Load Duration Factor Patio/Trellis - 6x6 Post 2.750 in 6x6 Total Column Height Load Duration Factor 5.50 in Fc 5.50 in Fb E - Elastic Modulus Western Cedars, No.1 12.00 ft 12.00 ft 12.00 ft DL + LL 94.88 psi 375.10 psi 284.63 psi 725.00 psi 0.5053 375.10 psi 375.10 psi 375.10 psi 375.10 psi 725.00 psi 725.00 psi Dead Load 650.00 lbs Title : Joey's Southcenter Dsgnr: TRS /JAT Description : Patio Framing Scope : 14.00 ft 1.00 825.00 psi 725.00 psi 1,000 ksi Live Load 2,220.00 lbs 284.63 psi 725.00 psi 0.5652 For Bending Stress Calcs... Max k *Lu / d Le : Bending (Lu -xx * NDS Table 3.3.3 factor) Rb : (Le d / b ^2) A.5 Min. Allow k *Lu / d Cf:Bending For Axial Stress Calcs... Cf : Axial Axial X -X k Lu / d Axial Y -Y k Lu / d Calculations are designed to 1997 NDS and 1997 UBC Guideline: Section databases have been updated as of 2- Apr -1999 Allowable stress databases have been updated to 1997 NDS & 1997 UBC values on 2- Apr -1999 To determine Cf values for sawn sections, the program looks for the identifying words in the "Stress" entry. "Select ", "No.1", "Standard" and similar typical words are used to determine Cf category "Unbraced length" is multiplied by the following values to calculate "Le" When Lu /(beam depth) <= 7, Le = 2.06 * Lu When 7 < Lu /(Beam Depth) <= 14.3 , Le = 1.62 * Lu + 3d When (Lu / Beam Depth) > 14.3 , Le = 1.84 * Lu Job # 0730 Date: 4:16PM, 25 OCT 07 Short Term Load 0.00 lbs DL + ST 21.49 psi 375.10 psi 64.46 psi 725.00 psi 0.0968 Column OK 50.00 22.08 ft 6.941 11.00 1.000 1.000 26.18 26.18 STRUCTURAL ENGINEERS Cary Kopczynski & Company Job Title 300.1 S �.p . � /TK � Subject: Sheet No • AT)/ Er2 'V7o 2 x3 2 W /N% 5 7/1 -*4n6T /LoW e /2 le • c ti! r✓�6 vj , 16 xo3x SZ a.oE k- OJ,iU 7 6 . • 0 / # S @ l2 "6 c > - a ? 6 tlEh o gx /2 - o. ?As A6o Job No (.5.-SC:)4 • 5' Designer Dale. O - Zc Or' /7 Ai -os iy 580005 r. KW -0606414, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description General Information Design of CMU Screen Wall Back up Support Joey's Restuarant - SouthCenter Mall Steel Section : HSS3X2X5 /16 Center Span Left Cant. Right Cant Lu : Unbraced Length Point Loads Dead Load Live Load Short Term Location Summary #1 0.300 8.750 Using: HSS3X2X5 /16 section, Span End Fixity = Pinned - Pinned, Lu = 4. Moment fb : Bending Stress fb / Fb Shear fv : Shear Stress fv / Fv 17.50 ft 0.00 ft 0.00 ft 4.00 ft #2 #3 = 17.50ft, Fy = 46.0ksi OOft, LDF = 1.000 Actual Allowable 1.312 k -ft 3.657 k -ft 9.906 ksi 27.600 ksi 0.359 : 1 0.150 k 0.086 ksi 0.005 : 1 Force & Stress Summary Depth Web Thick Width nge Thick area Rt Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ Reaction @ Left Reaction @ Rt Maximum 1.31 k -ft 0.15 k 0.15 k -0.839 in 0.000 in 0.000 in 0.000 ft 0.15 0.15 Fa calc'd per Eq. E2 - 2, K *Ur > Cc 3.000 in 0.291 in 2.000 in 0.291 in 2.35 in2 1.000 in DL Only 1.31 0.15 0.15 -0.839 0.000 0.000 0.000 0.15 0.15 LL & ST Act Together Pinned - Pinned Weight Ixx lyy Sxx Syy R -xx R -yy Steel Beam Design 0.000 0.000 0.000 0.000 Values for LRFD Design.... J 2.870 in4 Zx Cw 2.60 in6 Zy Printed with FinePrint - purchase at www.fineprint.com #4 Title : Dsgnr: Description : Scope : 32.126 k 18.400 ksi Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 «- These columns are Dead + Live Load placed as noted -» LL LL +ST LL LL +ST aa. Center a Center (a. Cants Cad Cants -0.839 0.000 0.000 7.98 #/ft 2.380 in4 1.240 in4 1.590 in3 1.240 in3 1.010 in 0.725 in 2.110 in3 1.580 in3 0.000 0.15 0.15 #5 #6 Job # Date: 9:06AM, 23 OCT 07 Max. Deflection Length /DL Defl Length /(DL +LL Defl) 0.000 0.000 0.000 0.000 Fy 46.00 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi #7 k k k ft k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k Note! Short Term Loads Are WIND Loads. -0.839 in 250.4 : 1 250.4 : 1 Beam OK Static Load Case Governs Stress Section Properties HSS3X2X5 /16 580005 'Rorer: KW -0606414, Ver 5.8.0, 1 -Dec -2003 1 4)1983 -2003 ENERCALC Engineering Software Description Lt eneral Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Depth Web Thick Width tinge Thick " rea Rt Steel Section : HSS3X2X5 /16 Center Span Left Cant. Right Cant Lu : Unbraced Length DL LL ST Start Location End Location Summary Using: HSS3X2X5 /16 section, Span End Fixity = Pinned - Pinned, Lu = 4. Moment fb : Bending Stress fb / Fb Shear fv : Shear Stress fv /.Fv Force & Stress Summary Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl Design of CMU Screen Wall Back up Support Joey's Restuarant - SouthCenter Mall # 1 0.020 Maximum 0.77 k -ft 0.17k 0.17k -0.611 in 0.000 in 0.000 in ...Query Defl @ 0.000 ft Reaction @ Left 0.17 Reaction @ Rt 0.17 Fa calc'd per Eq. E2 -2, K'Llr > Cc 3.000 in 0.291 in 2.000 in 0.291 in 2.35 in2 1.000 in #2 Values for LRFD Design.... J 2.870 in4 Cw 2.60 in6 0.175 k 0.100 ksi 0.005 : 1 DL Only 0.77 0.17 0.17 -0.611 0.000 0.000 0.000 0.17 0.17 Steel Beam Design Pinned - Pinned 17.50 ft 0.00 ft LL & ST Act Together 0.00 ft 4.00 ft #3 Weight Ixx lyy Sxx Syy R -xx R -yy Zx Zy 0.000 0.000 0.000 0.000 #4 Title : Dsgnr: Description : Scope : Distributed Loads Note! Short Term Loads Are WIND Loads. = 17.50ft, Fy = 46.0ksi OOft, LDF = 1.000 Actual Allowable 0.766 k -ft 3.657 k -ft 5.778 ksi 27.600 ksi 0.209 : 1 32.126 k 18.400 ksi -0.611 0.000 0.000 7.98 #/ft 2.380 in4 1.240 in4 1.590 in3 1.240 in3 1.010 in 0.725 in 2.110 in3 1.580 in3 0.000 0.17 0.17 #5 Fy 46.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi #6 Job # Date: 9:07AM, 23 OCT 07 #7 Beam OK Static Load Case Governs Stress Max. Deflection Length /DL Defl Length /(DL +LL Defl) « -- These columns are Dead + Live Load placed as noted - -» LL LL +ST LL LL +ST l Center a Center a. Cants a Cants k -ft k -ft k -ft k -ft k k 0.000 0.000 0.000 0.000 0.000 in 0.000 in 0.000 in 0.000 in k k k/ft k/ft k/ft ft ft -0.611 in 343.4 : 1 343.4 : 1 Section Properties HSS3X2X5 /16 Printed with FinePrint - purchase at www.fineprint.com STRUCTURAL ENGINEERS Cary Kopczynski & Company S / tu, E 1 s G svpi e- Agr- MA ti___ Job No b 7 3 o . A Subject: 141 v/ //JGJ 7, - r 7b , 7 S Designer: S Job Title: Sheet No .: ct PP crf / O F !/ Date i i� 7 ri)cl E 7b F 2-7-c) kr---H C'�N , s DE-1 /CN - c_ f 2 Ham - S?R 0 -A 77 4 it/ ,s /z/) °b ‘o pbti64i 4 -ni,1? 4 -7'o^' Cpprd 1 0t 7: N 4 7 /. 0 0V �4 Sce b7-o (TA et OF 1 IF/ c =q r' -a 3 a 77131,E /2 (No r 6 _ sArerpw= 0 a7 Ai STRUCTURAL ENGINEERS Cary Kopczynski & Company Job Title Subject Sheet No • ,..J0 E y _ S6viN G &Aft t_ 7 7 /N'l !2 gf 2'f UN/7--r hLT (n 3 (lf (S S/ 0 Sl 3 0 .93)( '?w, / /6/ of Xo UN /s' LEf1/4D Nd T S 'e /sA1/ - /z E S7EiSM/c 5P 0 • /3x /// - /763 Art 7 s S�cTTo'4 /3,1 • o -y 3y 2-brer Job No G 3 � ° . A Designer ! C Dole 1 / 0 •"- , 7 r\Jo SE/sM' -- Na fE/SV/ L { k r /V 4x. SE/sA416youp Gewru ter N //Zx3 =3 STRUCTURAL ENGINEERS Cary Kopczynski & Company 14 br f 0 ' 4 Job Title: To 1 — uTH --Z 1 w Subject: F124 +71//N ,- Q'T7b p 0N/ T Sheet No.: Z or • 4 M /9x. Om P i cvl. a7cry Job No 0 .�. 36, Designer Date' /o— (4) % . O F U N, T (N LLv' o, 4 E / Y 2 -7.Q 3371 13e s /Fj 2 X8' 1 T- ir ONi % oN E. � g t4i 70z o EA. S' l r L Dc 8x S ),6" l 1 "Th7A L,1 lh Au /a 1P-Ert 6e ate p K" 14 _ 1rz," , M= 6,1k 0 Ni Title : Job # Dsgnr: Date: 4:09PM, 29 OCT 07 Description : Scope : Tide : Dsgnr: Description : Scope : Job # Date: 4:09PM, 29 OCT 07 Rev: 580005 User. KW- 0800414, Ver 5.8.0, 1- Deo-2003 Steel Beam Design Page 1 (0)1983-2003 ENERCALC Engineering Software Description Design of Roof Beam for RTU's RTU - 1, Main Beam Res 580005 U ser KW-0600411 Ver 580 1 De 2003 Steel Beam Design ENERCALC (01083-2003 E gl ring Software \ \ Description Design of Roof Beam for RTU's RTU - 1, Main Beam Page 2 General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Section Properties W10X15 Steel Section : W10X15 Fy 50.00 ksi Pinned - Pinned Load Duration Factor 1.00 Center Span 11.50 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 0.00 ft Depth 9.990 in Weight 14.98 #/ft Web Thick 0.230 in Ixx 68.900 in4 Width 4.000 in lyy 2.890 in4 Flange Thick 0.270 in Sxx 13.800 in3 Area 4.41 in2 Syy 1.450 in3 Rt 0.990 in R -xx 3.950 in Values for LRFD Design.... R -yy 0.810 in J 0.100 in4 Zx 16.000 in3 Cw 68.30 in6 Zy 2.300 in3 K 0.570 in 1 Distributed Loads Notel Short Term Loads Are WIND Loads. ■1v # 1 # 2 # 3 # 4 # 5 # 6 # 7 DL 0.650 k/ft LL 0.500 k/ft ST k/ft Start Location ft End Location ft Moments Notel Short Term Loads Are WIND Loads. #1 # 2 #3 #4 #5 #6 #7 Dead Load k -ft Live Load k -ft Short Term 9.800 k -ft Location 5.750 ft Summary 1 Beam OK Stress Short Term Load Case Governs Using: W10X15 section, Span = 11.50ft, Fy = 50.0ksi End Fixity = Pinned- Pinned, Lu = 0.00ft, LDF =1.000 Actual Allowable Moment 24.118 k -ft 37.950 k -ft Max. Deflection -0230 in lb : Bending Stress 20.972 ksi 33.000 ksi Length/DL Defl 1,053.7 : 1 tb I Fb 0.636 :1 Length /(DL +LL Defl) 598.7 : 1 Shear 7.551 k 45.954 k fv : Shear Stress 3.286 ksi 20.000 ksi fv/Fv 0.164: Force & Stress Summary «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only Co] Center Q Center Cod Cants Q Cants Max. M + 24.12 k -ft 10.99 19.26 24.12 k -ft Max. M - k -ft Max. M Q Left k -ft Max. M @ Right k -ft Shear @ Left 7.55 k 3.82 6.70 7.55 k Shear @ Right 6.70 k 3.82 6.70 5.85 k Center Dell. -0.230 in -0.131 -0.229 -0.230 0.000 0.000 in Left Cant Defl 0.000in 0.000 0.000 0.000 0.000 0.000 in Right Cant Dell 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 7.55 3.82 6.70 7.55 k Reaction @ Rt 6.70 3.82 6.70 5.85 k Fa calc'd per Eq. E2 -1, K'Ur < Cc I Beam Passes Table B5.1, Fb per Eq. F1 -1, Fb = 0.66 Fy Printed with FlnePrint - purchase at www.fineprint.com Rev: 580005 User. KW -0606414 Ver 5.8.0, 1-Dec-2003 (c)1983-2003 ENEACALC En•ineerin. Software Steel Beam Design Page 1 Description Design of Roof Beam for RTU's RTU - 1, Receiving Beam General Information Steel Section : W10X15 Center Span 11.50 ft Left Cant. 0.00 ft Right Cant 0.00 ft Lu : Unbraced Length 0.00 ft Point Loads N otel Short Term Loads Are WIND Loads. h #1 #2 #3 #4 #5 #6 #7 Dead Load 8.000 k Live Load Short Term Location 5.750 Summary Using: W10X15 section, Span = 11.50ft, Fy = 50.0ksi End Fixity = Pinned - Pinned, Lu = 0.00ft, LDF = 1.000 Actual Allowable Moment 23.248 k -ft 37.950 k -ft tb : Bending Stress 20.215 ksi 33.000 ksi fb l Fb 0.613: 1 Shear 4.086 k 45.954 k fv : Shear Stress 1.778 ksi 20.000 ksi fvlFv 0.089:1 Force 8. Stress Summary I IAAO< Max. M + Max. M - Max. M Q Left Max. M Q Right Shear @ Left Shear © Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl Reaction Q Left Reaction ® Rt Depth Web Thick Width Flange Thick Area Rt Maximum 23.25 k -ft 4.09 k 4.09 k -0.222 in -0.222 0.000 -0.222 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 ft 0.000 0.000 0.000 4.09 4.09 Fa calc'd per Eq. E2 -1, K'Llr < Cc I Beam Passes Table B5.1, Fb per Eq. F1 -1, Fb = 0.66 Fy Printed with FinePrint - purchase at www.fineprint.com 4.09 4.09 4.09 4.09 9.990 in Weight 0.230 in lxx 4.000 in lyy 0.270 in Sxx 4.41 in2 Syy 0.990 in R -xx Title : Dsgnr: Description : Scope : 14.98 #Ift 68.900 in4 2.890 in4 13.800 in3 1.450 in3 3.950 in 0.810 in Values for LRFD Design.... R -yy .1 0.100in4 Zx 16.000 in3 Cw 68.30 in6 Zy 2.300 in3 K 0.570 in Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy 50.00 ksi Pinned - Pinned Load Duration Factor 1.00 Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi LL & ST Act Together 4.09 4.09 Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Dell Length/(DL+LL Defl) «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Only (2a Center C l Center Cad Cants Cad Cants 23.25 0.000 0.000 0.000 0.000 Job # Date: 4:16PM, 29 OCT 07 k -ft k -ft k -ft k -ft k 0.000 in 0.000 in 0.000 in 0.000 in k k k k ft -0.222 in 621.2 : 1 621.2 : 1 Section Properties W10X15 Tie : Job # Dsgnr: Date: 4:32PM. 29 OCT 07 Description : Scope : Title : Dsgnr: Description : Scope : ( Job # Date: 4:32PM, 29 OCT 07 . Raw 580005 Page 1 User Kw- a00e.+4, V« 5.5.0. 1-Dec-2003 Steel Beam Design c +093.1003 ENERCALC . Software use.: 580005 v« s.e.0. + -oar z003 Steel Beam D esign c 1083 -2003 E NERCALC Engineering Software Page 2 Description Design of Roof Beam for RTU's RTU - 2 & 3, Main Beam Description Design of Roof Beam for RTU's RTU - 2 & 3, Main Beam General information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Section Properties W10X15 Steel Section : W10X15 Fy 50.00ksi Pinned- Pinned Load Duration Factor 1.00 Center Span 8.00 it Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 0.00 It Depth 9.990 in Weight 14.98 #/ft Web Thick 0.230 in Ixx 68.900 in4 Width 4.000 in lyy 2.890 in4 Flange Thick 0.270 in Sax 13.800 in3 Area 4.41 !n2 Syy 1.450 in3 Rt 0.990 in R -xx 3.950 in Values for LRFD Design.... R 0.810 in J 0.100 in4 Zx 16.000 in3 Cw 68.30 in6 Zy 2.300 in3 K 0.570 in Distributed Loads Note! Short Term Loads Are WIND Loads. , # 1 # 2 # 3 # 4 # 5 # 6 # 7 DL 0.650 k/ft ST 0.500 k/k/R ST Start Location ft End Location ft Moments Note! Short Term Loads Are WIND Loads. .. R. #1 #2 #3 #4 5 . . #6 ._ - # #7 Dead Load k -ft Uve Load k -ft Short Term 6.500 k -ft Location 4.000 ft Summary j Beam OK Shod Term Load Case Governs Stress Using: W10XI5 section, Span = B.00ft, Fy = 50.0ksl End Fixity = Pinned - Finned, Lu = 0.00ft, LDF =1.000 Actual Allowable Moment 12.543 k -ft 37.950 k -ft Max. Deflection -0.054 In tb : Bending Stress 10.907 ksi 33.000 ksi Length/DL Defl 3,130.0 : 1 lb I Fb 0.331 :1 Length /(DL +LL Defl) 1,770.6 : 1 Shear 5.472 k 45.954 k Tv : Shear Stress 2.382 ksl 20.000 ksi fv l Fit 0.119 :1 Force & Stress Summary _ _ « - These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only (81 Center (@ Center Its Cants tffi Cants Max. M + 12.54 k -ft 5.32 9.32 12.54 k -ft Max. M - k -ft Max. M © Left k -ft Max. M @I Right k -ft Shear @ Left 5.47 k 2.66 4.66 5.47 k Shear © Right 4.66 k 2.66 4.66 3.85 k Center Deft. -0.054 in -0.031 -0.054 -0.054 0.000 0.000 in Left Cant Defl 0.0001n 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 In 0.000 0.000 0.000 0.000 0.000 In ...Query Del © 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction CO Left 5.47 2.68 4.66 5.47 k Reaction © Rt 4.66 2.66 4.66 3.85 k Fa calc'd per Eq. E2 -1, K'th < Cc I Beam Passes Table B5.1, Fb per Eq. Fl -1, Fb = 0.66 Fy Printed with FinePrint - purchase at www.fineprint.com Title : Job # Dsgnr: Date: 4:36PM, 29 OCT 07 Description : Scope : Rev: 580005 Page 1 User: KW-0808414, Vet 5.8.0, 1- Dec-2003 Steel Beam Design (01083 -2003 ENERCALC Engineering Software _ ire Description Design of Roof Beam for RTU's RTU - 2 & 3, Receiving Beam General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : W10X15 Fy 50.00ksi Pinned - Pinned Load Duration Factor 1.00 Center Span 9.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 0.00 ft Loads Notel Short Term Loads Are WIND Loads. _Point #1 #2 #3 #4 #5 #6 #7 Dead Load 5.500 5.500 k Live Load k Short Term k Location 2.500 6.500 ft Summary Beam OK Static Load Case Governs Stress Using: W10X15 section, Span = 9.00ft, Fy = 50.Oksi End Fixity = Pinned- Pinned, Lu = 0.00ft, LDF = 1.000 • Actual Allowable Moment 13.902 k -ft 37.950 k -ft Max. Deflection -0.109 in fb : Bending Stress 12.088 ksi 33.000 ksi Length/DL Defl 989.8: 1 11/ I Fb 0.366 :1 Length /(DL +LL Defl) 989.8: 1 Shear 5.587 k 45.954 k fv : Shear Stress 2.423 ksi 20.000 ksi tv l Fv 0.121 :1 Force & Stress Summary 1 «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST MiZirpirrp Only @ Center @ Center Cot Cants © Cants Max. M + 13.90 k -ft 13.90 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M © Right k -ft Shear @ Left 5.57 k 5.57 k Shear @ Right 5.57 k 5.57 k Center Deft. -0.109 in -0.109 0.000 -0.109 0.000 0.000 in Left Cant Deft 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl © 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 5.57 5.57 5.57 k Reaction © Rt 5.57 5.57 5.57 k Fa calc'd per Eq. E2 -1, Kalb < Cc I Beam Passes Table 85.1, Fb per Eq. F1 -1, Fb = 0.66 Fy Section Properties W10X15 Depth 9.990 in Weight 14.98 ft/ft Web Thick 0.230 in Ix( 68.900 in4 Width 4.000 in lyy 2.890 in4 Flange Thick 0.270 in Sax 13.800 in3 Area 4.41 in2 Syy 1.450 in3 Rt 0.990 in R -xx 3.950 in Values for LRFD Design.... R -yy 0.810 in J 0.100 in4 Zx 16.000 in3 - Cw 68.30 in6 Zy 2.300 in3 K 0.570 in J Printed with FinePrint - purchase at www.fineprint.com STRUCTURAL ENGINEERS Cary Kopczynski & Company F t bs7 Job Title: Subject: Sheet No • J o 151 S _ SiisvT}-1r ��c MAc� r Fug_ azAf 7 uni r% U N/ 0 - / I n F isr)t '01Qr (1,4 IT = li Job No O 7 36 , A Designer 7 Date FUN', /fVCL , ke-c TitR u1om or F (4*I = 1la 1 4-ad DI_ f ev " 5f (/?e7 . DES /4/ pLJZts // v DL s x8C Ps o tier Fl fi ` = O • "gyp .2272 D. bSP Lr`�r- I r . 71 GoNL /D P — `T L`7 STRUCTURAL ENGINEERS Cary Kopczynski & Company ' /74 Lrv7E C –R M 4 t I- • Job Title: ��0 � S ` � Job No 02 3 0• A / r Subject: e./4 0 D J' C ,' /' � y Designer Of Date / ~ 3 . 7 Sheet No. 25 Di. rr Kf LL= iv /95F W 12 = /' f ( / N E-rz- t PIZE. SO e) crlS/WIG 65-A1.19 0 111V4 J& 'M! G A-4 GE, - _. - 6. G. f sf STRUCTURAL ENGINEERS Cary Kopczynski & Company Job Title: 705-11J gc CE 7T1 /i444 L. Subject' 6C.J (,�N of ! L FRAN/N4 Sheet No : °F � Job No• � ol 3& Designer / ' 4 Date / 0 • " - - 3 4 1 — 20 %.0 STRUCTURAL ENGINEERS Cary Kopczynski & Company Job Ti lie Joe/ . 1 1.1.7 7-"C" - 7\- 17 FIL " Job No • 0730 Subject: f r Pi 6 F r1 541//-f Designer Sheet No lo rOi 79-koiE72_ DL i 2c = 2 ,4 6 4 ( L rrz LE 10 175F )(# L, 47 16 7 - 6 - 714 L iJ "en- -t16 D 1 I 0 '6 e"1 1.1(/ Oi" 425,77..( 7y_411,11E7?_ Aip*ip 0.4 m , 0.6 A Ko3D4 . pe,c)/,) bf gfiti-f /J 16Th Litirefl-11 t ge-/SAdu . USE 3&.2.-5137- Ailou. xi AL ICoif 16 1)-4 f4 tAEAL I a 1?-4 MEM ett&ir ODE-11) Date lac 91g i J . - t• 1, : ; j J I ! J . t i J I 1 t j. ■••••■••••••,........."'"..".• . : . . t . , . . . . . . . . . . . : . . : . : . . : . . . , J . . i ! . /0- I (I) 1 STRUCTURAL ENGINEERS Cary Kopczynski & Company NAI • 41E7 MAK . SEt.S14/ 16r4-4-tc Job Title: Yot jerli 4/4/4.. Job No.: 6 75 0 . A Subject- �P /m " Designer - Sheet No i f (2 r Date: 1°.-- gc,rz_etus 71) e-oe\lig • /9410-lerz e-4- or fe--1 A_63x / 4 / 1111 c /3 PA-c-E (1,CE oi 1444. 4fri1 7?) Ctstwv- smoi pr D-4-6) i 6k_ Ry v Aw 4 GE szA vs/N4 a_ (5 I79sol 5P bo by 1/ 4-lttsw. E = - 2. x PIC" "" (OCT /NS/ ECP70 4cg 1,Zob k_ Fyn_ HAA/462., c,0Air4. asit.,1-7 EI (50 fiS DP-of - /' 4 14,0 ‘/7C Nip-) 2x00 /6 a_x40; • )f ) , • tfir 0 4 4 c7 ttj 3 SS'S • "'" 6 < L T) fe) S,'Prt* Pf'76 (o); A-77 tr-V c bj kJ • SY/irg STRUCTURAL ENGINEERS Cary Kopczynski & Company US/ SE S i c - Jo ` S_ f6v14ac ---ice MALL._ Sub k I / --/ -1 ni F P- A -141AI • Job Title: Sheet No.• fZ cf,s, s/ cE-T U/14 /6- Coy'; o of k 144x wi. X17r-41 = E)66,4 77 L / N 4,, pa "17-- Ca 12 N 51. , N6 = Z� nf D/ 4 17/ -c �� A Job No 23 0 . ,4 Designer Date / °'" 3• LI pk- y ( 0 . 5 ) , c 6,6 x 36 4 .' f /aa7;c I " » „ 5i & 37 P3 5 / Aer -". 7 42 ' - 4 . w A/C-p(7-7 PzE a'.9 X e 37 1b7 L - mot /o7 n 0 ,,i 2�S e' k ,d- Eit =3?° REPORT SUBMITTED TO CONTRACTOR NAME AND CONTACT: i VVEATHER i Rain. 50s & TEMP Client Westfield Corporation General JR Abbott Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISIT: Geofoam subgrade front 340 to 0431) NO. TOPIC AND LOCATION DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND RECOMMENDATIONS TO OWNER FURTHER ACTION RECOMMENDED TO OWNER I Joey's Restaurant At the request of Bryan Low of Westfield Corporation, we arrived on-site today to Geofoam subgrade evaluate the geofoam light-weight fill used beneath the floor slab at the approximate location shown in Figure I. The geofoam was covered with approximately I foot of 'iv- to 1-inch diameter clean crushed rock and a vapor barrier We uncovered the gcofoam by removing small areas of the rock at two locations. Based on our observations at the two areas. it appears that the geofoam was installed in accordance with the project plans and our recommendations. 2 Joeys Restaurant Pursuant to our discussions with Dave Larson (City of Tukwila) on 2114/08. we Floor Slab Design . offer the following clarification: & Patio Columns The estimated long term settlement of the interior and exterior slab-on-grade and patio columns is one inch or less resulting from long-term consolidation of soft soils present from about 20 to 75 feet below the ground surface. The settlements are expected to be relatively uniform over a wide area, and could cause some minor slab cracking. The near-surface soils are generally composed of dense granular fill which will provide adequate support for the patio column footings. Significant differential settlement is unlikely. We have discussed the floor slab design with the structural engineer. Ron Mirahsani of Cary Kopczynski & Company. We confirmed that the Joeys Restaurant floor slab was design with adequate thickness and reinforcement to tolerate an inch or less of long-term settlement without significant problems or loss of use. Minor cracking may occur; however, the cracks can he repaired relatively easily, if deemed necessary. AIM SHANNON §. ViwaSON, INC = GEOTECNNICAL AND grottnOrtmewroa. cOrs.tiermirrs DAILY FIELD ACTIVITY REPORT PROJECT NAME/LOCATION PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: CONSTRUCTION OBSERVATIONS 21-1-20189-007 February 14, 2008 175 Rxr and MWP Doi-4 Westfield Shoppingtown Southcenter Mall Expansion, JOEYS Restaurant ATTACHMENTS1 Figure I Site Map CORRECTION Ib0 A i 1 LAIll:41701CS: The Shannon & WI/ton/kid representative to "'regal on site solely to observe the field activities ttf thc contractor tdetalfied and keep our client informed orthe pmgresc and quitlitv of the work The presence and activities of the Shannon t Wilson field representative and our a(:ceplance of any non work or firilure to reject any non work does nor relieve the Contractor from complying with us contract documents. Shannon ,t Wilson does not have the authority to direct the contractor's work Any ',Omani'', provided by the Shannon & Wilson field inspector is intended solely to advtse the contractor of the tecIntical requirements of the plans and speelfications and or deign concept. The contractor is solely responsthle for its means, methods .sequences. procedures, construction cite, safety, quality of work, and adherence to the contract dmantents. R7 FEB 1 3 2008 PERNICI CENTER •BY Page 1 of hat/date) FEB 1 3 2008 PEFilvii 1 r February 12, 2008 Elena Oanta Denis Turco Architect Suite 277, 780 Beatty St Vancouver BC V6B2M1 CANADA RE: CORRECTION LETTER #2 Development Permit Application Number D07 -418 Joey's Restaurant — 758 Southcenter Mall Dear Ms. Oanta, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: David Larson at 206 431 -3678 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Brenda Holt Permit Coordinator encl File No. D07 -418 City of Tukwila o-ok P:\Permit Center\ Correction Letters \2007\D07 -418 Correction Ur #2.DOC jem Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: February 6, 2008 Project Name: Joeys Permit #: D07 -418 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. A copy of the soils report originally provided for the Westfield Mall expansion has been submitted for this project to justify the use of spread footings for the foundation system proposed. The reference used in this soils report specifically applies to an area along the western boundary of the mall site, not necessarily the location of Joey's. Also, I could not find any notes on the structural pages that mention the required soil bearing capacity for the foundation system. Please address where this can be found or add required soil bearing capacity to structural notes and provide soils information more relative to the area of this restaurant. 2. The provided means of egress path shown on page A.1.1 needs to be routed through the general public area only as it is not appropriate to exit through the kitchen. Please revise as necessary. 3. Upon further review, It appears that a lift of any sort would not be allowed to make raised floor areas accessible. Please review section 1109.7 of the IBC. Revise plan or reference other code sections that would allow a lift for this occupancy. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DENIS TURCO ARCHITECT INC. Suite 277, 780 Beatty Street Vancouver, British Columbia Canada V6B 2M1 Tel. 604 320 0881 Fax 604 320 0871 Email office @dtai.ca TRA NSMI T TA UMEMORA ND UM TO: City of Tukwila ATTN: Jennifer Marshall FAX NO.: WE TRANSMIT BY: FOR YOUR ❑ FAX ❑ INFORMATION ❑ MAIL ❑ DISTRIBUTION JI31 HAND ❑ REVIEW lI COURIER ❑O ACTION RE: Correction Letter #1 DATE: January 29, 2008 PROJECT: Joeys Southcenter DTA FILE NO.: 07164 DISTRIBUTION: cc: Jackie Lee (Joeys) Jed Bickford (J. R. Abbott) Please find attached response to Correction Letter #1 received by our office on Jan. 18, 2008 as follows: Building Division Review 1. Egress plan showing common path of egress travel within 30' is shown on page A1.1 2. Occupant load of the patio is now included in the calculation of plumbing fixtures (refer to page A0.1). Please note that Men's Restroom layout has also been revised (page A1.1). 3. Patio area has two additional exits (gates within the fencing system, swinging in the direction of travel). 4. Vertical grab bar added on the side of the water closet. 5. Raised platform area made accessible by adding a platform lift. 6. Soils report and revised structural drawings & calculations have been attached as well. 7. Note re: fire- retardant treated wood has been added/ bubbled on all pages showing wood construction. Planning Division Review 1. Page A0.3 Site/ Planting Plan: Min. 12' clearance shown on plans. 2. Page A1.2: 2.1 Fabric awning has been deleted from our design. 2.2 RWL has been tied -in to the site underground storm system. 3. Page A4.2 3.1 Please note simplified trellis design; section drawings have been corrected. Structural drawings have been attached as well. CORRECTION TR #.J_ DO1%L118 C WEI FEB -1 2008 PERMIT CENTEb 4. Page A5.1 4.1 Fencing enclosure has been revised: it is now 42" high tempered glass, without the metal railing behind. 4.2 Cap used for pilasters is pre - finished metal flashing. 4.3 Exterior light fixtures indicated on the elevations; cut -sheet attached. Supporting these comments, we attach the following: - 4 sets revised Architectural drawings - 4 sets revised Structural drawings and calculations - Revision submittal page We trust this meets with your approval. Should you need additional information, do not hesitate to contact our office. Yours truly, DENIS TURCO ARCHITECT INC. Per: Elena Dante CEIVEr FEB -12008 ?ERMIT CENTEh January 15, 2008 Elena Oanta Denis Turco Architect Suite 277, 780 Beatty St Vancouver BC V6B2M1 CANADA S City of Tukwila Department of Community Development Jack Pace, Director RE: CORRECTION LETTER #1 Development Permit Application Number D07 -418 Joey's Restaurant — 758 Southcenter Mall Dear Ms. Oanta, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved, All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: David Larson at 206 431 -3678 if you have questions regarding the attached memo. Planning Department: Moira Carr Bradshaw at 206 431 -3651 if you have questions regarding the attached memo. Jim Haggerton, Mayor Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four. (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, ifer Ma shall it Technician end File No. D07 -418 P:\Perntit Center\Correction Letters \200TD07 -41 S Correction Ltr #1.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: December 13, 2007 Project Name: Joeys Permit #: D07 -418 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide a means of egress plan. The common path of travel for this use is 30 feet per section 1025.8 of the IBC. The means of egress may be best shown by shading the proposed path. The common paths shall be within 30 feet of the main egress path. Emergency lighting shall be provided along this path at the intensity levels prescribed in section 1006 IBC. When an occupant reaches the limit of the common path of travel, he must be able to travel in either direction along the means of egress to two different exits. Please show sufficient information to show compliance with exiting as required per section 106.1.2 IBC. 2. The occupant load of the patio area was not used in calculating the required number of plumbing fixtures. Please add them to your calculations and check number of required fixtures. 3. Patio area needs two exits per occupant load with no doors or doors swinging in direction of travel. 4. The vertical grab bar is missing from the side of the water closet as required per section 604.5 of ICC /ANSI A117.1 -2003. 5. Section 1108.2.8 requires all seating areas to be accessible. The raised platform area would need to accessed by a ramp instead of steps. 6. There is a reference to a geo -tech report in the structural pages but was not part of this submittal. The structural design of the footings an concrete slabs should be based on the site specific soils conditions. This is not clear. Please include soils report and clarify foundation design per soils report. 7. Note 17 of the cover page states all wood shall be fire retardant treated. Add this note to all pages showing wood construction for clarity. Also Show the plywood decking in the raised platform area as fire retardant treated. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Q:\man\Do7- 418iceys.aoc Interdepartmental Memorandum From: Moira Can Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 3651; mbradshaw @ci.tukwila.wa.us Date: 24 December 2007 Subject: D07 -418 — Joeys Sheet A 0.3 Site/Planting Plan Please maintain a minimum of 12 foot clearance for pedestrians from curb edge. Sheet A 1.2 Please include a detail that provides dimension of the fabric awning system and how and where it will attach to the trellis. Please include the specifications and fabric sample. Tie in the rain water to the site's underground storm system and do not allow to sheet flow over pedestrian walkways. Sheet A4.2 Please correct cross section drawings, accurately indicating location and dimensions of the 6 by 18 inch beams extending from the building wall. Sheet A5.1 Revise the fencing so that it is no higher than 36 inches. As we discussed, the columns may remain at their existing height. Indicate what cap is being used on the columns. Show the locations of the exterior lighting and provide a cut sheet of the fixture. November 15, 2007 Denis Turco Architect 780 Beatty St Vancouver BC V6B2M1 CANADA Building Department: ifer arshall it Technician Enclosures File: D07 -397 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Development Permit Application D07 -418 Joey's Restaurant — XXX Southcenter Mall Dear Applicant: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on November 13, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: P:\Permit Center\Incomplete Letters \2007\D07- 418Incomplete Ltr #1.DOC jem Dave Larson at 206 431 -3678 if you have any questions concerning the following comment. 1. This was submitted under the 2003 IBC — see section 01060 on page A8.1. Resubmit per 2006 IBC. Planning Department: Moira Carr Bradshaw at 206 431 -3651 if you have questions concerning the following comment. 1. Provide a color and materials board, a scaled dimensioned site plan to curb and a planting plan. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted throufh the mail or by a messenzer service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Alder Square Environmental Health Services 1404 Central Avenue South, Suite 101 Kent, WA 98032 -7433 206 - 296 -4708 Fax 206- 296 -0163 TTY Relay: 711 www.kIngcounty.gov/health November 8, 2007 Elena Oanta Denis Turco Architect AIA 277 780 Beatty St. Vancouver, BC V6B -2MI RE: PLANS AND SPECIFICATIONS FOR: Joey's at 633 Southcenter Mall, Tukwila, WA (98188) SR1150700 P/E 6743 (Risk 3) Dear Ms. Oanta: The plans and specifications for the above new project have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health (The Food Code) are hereby APPROVED and subject to the following condition: Your establishment has been assigned the following plan review service number (SRI 150700). Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator /owner shall: 1. Complete an application for the annual operations permit if you don't have a current permit. Include a copy of this letter when applying for the annual permit. Please call me prior to paying for your permit to verify the correct fee. Be advised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. 2. Obtain a preoperational inspection approval. Contact me at 206 - 205 -1903 at least one week In advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Your application for a food service establishment permit from Public Health Seattle & King County may be approved during this inspection, however it is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $100.00 fee for a repeat inspection. If you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter and I look forward to seeing you soon. Sincerely, • The sink located to the right of the glasswasher within the large bar shall be the designated dump sink. Diane Agasid Bondoc, R.S. Plans Examiner Alder Square Office Enclosures Cc: Josh Kimmel, Westfield Regional Project Manager, Tenant Coordination Public Health . Seattle & King County RECEIVED CITY OF TUKWIIA NOV 1 3 2007 PERMIT CENTER December 7, 2007 Mr. Robert Benedicto Building Official City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 RE: Request for Overtime Plan Review Joey's Restaurant, 758 Southcenter Mall, Seattle, WA 98188 Dear Mr. Benedicto: To expedite the plan review process, please use this letter as my formal request to utilize the overtime plan review procedure at the City of Tukwila. I understand that the cost of this service is 1.5 times the standard hourly rate and I will be billed for a minimum of four hours. I agree to review and respond to any and all plan comments in an expeditious manner in order to keep the plan review process moving quickly. I will assume all payment for the overtime plan review. Said cost will be accumulated during the plan review process and when the plans are approved, the City of Tukwila will require that the overtime cost be paid on or before the building permit and approved plans are picked up. I request that this overtime review process be initiated immediately for this set of plans only. Title Cc: Joey's file Josh Kimmel Southcenter Field Tenant Coordination enant Architect or Engineer/Westfield Staff) *IECEIVED zV of TUKWILA DEC 07 2OOt1 F1r,M�17- C-%ENTER November 20, 2007 Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 Tenant Acknowledgment Letter Tenant improvement permit for Joeys Restaurant Tukwila Permit No. D07 -418 is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy (i.e. Open for Business) for the herein named tenant space will not be issued until the "shell" Building Permit No. D07 -418 has received final inspection approval from the Building Division. This condition is hereby acknowledged by: Title': Q4A vo�( Tenant Name: ..1 RECEIVED CITY OF TUKWILA NOV 28 20071 PERMIT 1ENTE ± 1 Note that the letter is to be signed by the responsible officer of the tenant (ie business manager, business president, vice president, CEO etc). The contractor, contact person for the project nor the architect will not be acceptable. u Nuv rz 1 mi J.R. ABBOTT CONSTRUCTION INC. , Please Route ACTIVITY NUMBER: D07 -418 DATE: 04 -17 -08 PROJECT NAME: JOEY'S RESTAURANT SITE ADDRESS: 758 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: ZA 8 Building Division Complete PERMIT COORD COPY PLAN REVIEW /ROUTING SLAP Fire Prevention P bl Inc Worka 4 k . ve) Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES/THURS R UTING: APPROVALS OR CORRECTIONS: Approved Documents/routing slip.doc 2-28-02 Incomplete Structural Review Required AA Planning I i sion '14o Permit Coordinator DUE DATE: 04 -22 -08 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 05 -20 -08 Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -418 DATE: 02 -13 -08 PROJECT NAME: JOEY'S GRILL SITE ADDRESS: 758 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 6 4i mg ivision Public Works E PERMIT COORD COPY Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documents/routing slip.doc 2 -28 -02 Incomplete ❑ TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Planning Division ❑ Permit Coordinator ❑ DUE DATE: 02-14-08 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: DUE DATE: 03-13-08 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: 00 EPu gDl 2' uI din ivlslon Public Works ❑ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07-418 DATE: 01 -30 -08 PROJECT NAME: JOEY'S RESTAURANT SITE ADDRESS: 758 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # Revision # After Permit Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use onl r , INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS R UTING: Please Route Structural Review Required Incomplete REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 CI ('V1Cf pill Panning Mision Permit Coordinator ❑ DUE DATE: 02 -05 -08 Not Applicable ❑ No further Review Required DUE DATE: 03 -04 -08 DATE: Perm* Center : Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ] Fire ❑ Ping ❑ PW ❑ Staff Initials: W ... ACTIVITY NUMBER: D07 -418 DATE: 12 -07 -07 PROJECT NAME: JOEYS RESTAURANT SITE ADDRESS: 758 SOUTHCENTER MALL Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: 61 B I ding Ivlsion Fire Prevention P bli Works 'ne). Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Incomplete Structural Review Required /0140( ( Planning Division Permit Coordinator DUE DATE: 12 -13 -07 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 01 -10 -08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) II Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 6 111C1 0 Departments issued corrections: Bldg 71 Fire ❑ Ping 10 PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -418 DATE: 11 -13 -07 PROJECT NAME: JOEY'S RESTAURANT SITE ADDRESS: XXX SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: y41 D io Bu I Ing Ivlslon Public Works rk Complete ❑ Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY � PLAN REVIEW /ROUTING SLIP 511 qlk)& -I Fire Prevention I] Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Pl I �ii D Permit Coordinator ❑ DUE DATE: 11-15-07 Not Applicable ❑ Permit Center Use Only / j INCOMPLETE LETTER MAILED: \1' K ,,!! . I Departments determined incomplete: Bldg LETTER OF COMPLETENESS MAILED: Fire ❑ Ping' PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required DATE: DUE DATE: 12-13-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ri Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 'Asti-08 Lai( GStOU tr25 Summary of Revision: tit, 1 +: pl 8, 6,,„ . lev k sub re ci-loo w, (a oaf . U 0 Ar� c 6trvLfv ( t�.e. eat(S t Received by: (� Ri ett; REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: 30ey S s-lavrkry } PERMIT NO: � C) 1' M ( S SITE ADDRESS: 15-9, Soo4r.t.ewi rut! ORIGINAL ISSUE DATE: ,2) -0$ REVISION LOG (please print) (please print) (please print) (please print) (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http. / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4(11/0S Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ,OGYS (LES4'A4)P.abv 1 Project Address: ?Sto ctAHACt11`rtcti P KWQy Contact Person: ...3et Sichc. rLD Phone Number: 7-06. 7c) . ' 2- Summary of Revision: Gor+.5T2aJG4ce". Dets.a.na. - v fOp,7- / 1411- PEA.,..T I ssocb . R,I.I ONION) eerie. 4— CA, n a z -( Ot�, cin, A L>pc ✓o-t . UPON/ S 0ati. 4.. c c- s _I Z.al ulDA /0 / dvis \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: °1 of X3,02 AbDo I t vZ t 4 L-ti$ A- 4-rAci a,.-, Steven M. Mullet, Mayor Steve Lancaster, Director ? CA-,J aA-� CATYOF APR 17 2000 PERMIT CENTER Sheet Number(s): ArO.1 t A0.2 A0.3 M.( ICI. - AZ,I A4. I ,A4.2, /ks.( e _ I AG.' 46. "Cloud" or l i hlight all areas 6y including date of revision '.I, 1 kg.Z t Z..01 , S3.OI 5.3.62 Received at the City of Tukwila Permit Center by: tirEntered in Permits Plus on IA—Al-0 2 w Revision submittals must be submitted In person at the Permit Center. Revisions will not be accepted through the mail, fax; etc. Date: 2-11S I Ce Plan Check/Permit Number: D O1 ' `f ( j ❑ Response to Incomplete Letter # ja Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: nE ■criopAln r'r Project Address: 1 Sg Sou-ruCE t mFe_ NlA . Contact Person: 7 Phone Number: We- 2c -.RALS Summary of Revision: 'i .1. r 0 N r v 1 4,+t Isr> 1t .43 •.st N t , i1 A, 2- sut1,Gb et.2. j 1 -r1'G.R- tacr,vipt.pss 'CD C witc.NT a( l tttlK,& L Sheet Number(s): Q (. I , A cf. 1 , A 4.i , A6.1 , Ail. "Cloud" or highlight all areas of revision including date of r Mon Received at the City of Tukwila Permit Center by Entered in Permits Plus on [bid) ' lapplicationstfonm- applications on line\revision submittal Created: 8 -13 -2004 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us ♦ JAN I � I Steven M. Mullet, Mayor Steve Lancaster, Director FEB L4 1 2008 tJ HM,r.CENTER February 12, 2008 Mr. Bryan Low Tenant Coordinator Westfield Corporation 633 Southcenter, Trailer #3 Tukwila, WA 98188 Dear Bryan: SS ��//�.1 ^`■/+�,A� SEATTLE � GEOTECHNICAL ON ENVIRONMENTAL • t�f.SON.' ANCHORAGE SAINT LOUIS DENVER PORTLAND RE: GEOTECHNICAL REVIEW OF PATIO COLUMN FOUNDATIONS, JOEY'S - SOUTHCENTER MALL, TUKWILA, WASHINGTON This letter presents the results of our geotechnical review of the foundation design for the proposed Joey's restaurant at Westfield Shoppingtown Southcenter mall. The purpose of our services is to assist you in evaluating the suitability of the bearing soils at the site to support the concrete columns surrounding the outdoor patio. Based on our review of the Foundation Plan by CKC Structural Engineers (Sheet S2.01) and related calculations, we understand that the new columns will be supported on 4 -ft square spread footings with a bearing pressure of 382.5 pounds per square foot. The near - surface soils at this site are capable of supporting the proposed patio columns with less than 1 inch of estimated long -term settlement. Should you have any questions regarding this letter, please contact me at (206) 695 -6875. Sincerely, SHANNON & WILSON, INC. Martin W. Page, P.E., L.E.G. Associate MWP /mwp 21 -1- 20490 -002 • City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7-- I t l2o n q Plan Check/Permit Number: D07 -418 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Joey's Restaurant Project Address: 758 Southcenter Mall Contact Person: aL�St-k N Okt-k c Phone Number: (� '. 32. - 0eq x 2-2-3 Summary of Revision: 1 - t1.OVi'D' 1 PsNse s 1' tita4 A.1•0 . - MISCP occursals win, k Ywrt re ')/4►rx C/ wLArio►ts 3. Z 16411e 2-1 k'k'io arm / 4 . WPM Vet4co4■ (,l ID ki t NM/ 5. lest, LArC FLArivra -f lv pi t-iviwo v l colu-1 h kvt e / & . s we N 1 `nw -(05 ptvTsrr , . Soiv, Wad iucwt7cp/ 7. IJov : Verktrtwpw t7 vwor' -00 r›. . IC ro 17% t'I N . Gtt - i ser . •c►,► ki'm 11.x/ 9 . ttevISki, tvcrto -Crneu is velruiV Io . Ut ipmtv StCwGT . 171AroS - iv vAtnete cc - fraud.4 -1?1 w /it- 1eeJ t' 17-4 e t-- elk'vtctVOm 7 ,k -f194 0 . tCtr x VA &irr -i - Uiz t4.rr WM . Sheet Number(s): vO•1 ih0.5) PrI.I ; Ar1.2; A4.1 M 2-; 5.I; P1/46.2 A 74 "Cloud" or highlight all areas of revision including date of revision S I.01; S1.02; S 2.01; S2.01; 53.01 ; S 3 02 . Received at the City of Tukwila Permit Center by: Entered in Permits Plus•on' t — 0 S. \applicauonsoorms- applications on Itnc\rcviswn submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: //www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director .ECEIV FEB -1 2008 PERMiT-eENTEFI STRUCTURAL ENGINEERS January 25, 2008 Jennifer Marshall Department of Community Development 0300 Southcenter Boulevard; Suite 100 Tukwila, WA 98188 RE: Joey's Restuarent — Southcenter Mall, Development Permit # D07 -418 Seattle, WA Dear Cheryl: The following responses correspond to the correction notice letter #1 provided by you, dated 01/15/2008. Item No. 6 1. Please see attached patio post footing design along with soil report recommendations for spread footing. Patio Framing Revisions 1. Please see attached structural calculations for revised framing for patio area. If you have any further questions, please feel free to contact me. Sincerely, 1 � (lit Tanveer Sahoo, P. .Eng. Project Manager Doi1LB LEADERS IN BUILDABLE DESIGN Cary Kopczynski & Company 10500 N.E. 8th St., Suite 800 Bellevue, WA 98004 Phone (425) 455.2144 Fax (425) 455.2091 www.ckcps.com CORRECTION GTR# RECEIVE' FEB -1 2008 PERMIT CENT &. City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http.• / /www.ci.tukwila.wa.us I REVISION SUBMITTAL I Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: NOV. 30 200 Plan Check/Permit Number: 170 `f 1 [/ Response to Incomplete Letter # 1- • ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: J 's WI IZPAJ1 �o v' 1'1 P 4,- 33 Project Address: , Ma • AR. JidA_l.li>g' Steven M Mullet, Mayor Steve Lancaster, Director ,• tit .a. 1;4 Contact Person(MI S 1 fNI- 111 t/ "1 A Phone Number: 604-.32.0. O&P,J - Summary of Revision: 1. Az.eyistoo serillO1J ()who O J �P�t'i Pte. l (al) lid Ai ;AU V I :7111-4,.l► "S. -r a- 2006 M-- -- 4- StterbiS t • l i1Xv S ( Bz F * u ( To55 , 5004 7 OKI NUJ 5 0661 PcO. 5 -- rr 3. ' U iwfi tAtU4dcr.)S 01Q 17Ale s .1. — X 13 . ‘4. i sect. Caves CA-0,p —4 ittirs 6. COL/CV k MPI.t'PN 1 W i w 7(4a&' AcspeP . Sheet Number(s): k0. I l /O. j AS. I A 8..1- • "Cloud" or highlight all areas of revision including date of revisjon Received at the City of Tukwila Permit Center by: Entered in Permits Plus on D=1 0 — 1 \ applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: RECEIVED (.CITY OF TUKWILA DEC 0 7 20071 ?ERIMi r CENTER Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 -a-- --- •--- Shower, per head 2 2 ._ — — Dishwasher 2 2 \ t 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, Li 15 Sink, Clinic flushing 8 8 _. .— Sink, kitchen 3 2 — 4 - Sink, other (service) 3 1.5 •— j7 Z. Sink, wash fountain, circle spray 4 3 ._ -- .-- Urinal, flush valve, 1 GPF 5 2 3 O i Urinal, flush valve, >1 GPF 6 2 — — _. Urinal, waterless 0 0 — -- Water closet, tank or valve, 1.6 GPF 6 3 '- 7- 4- 8 Water closet, tank or valve, >1.6 GPF 8 4 -- __ Non - Residential Sewer Use Certification • 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. Please Print or Type cO�� C— Ill L PIL.:A�i Property Street A dress WS\ City State ZIP ` LSO\ Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name . 0 teRZLTS C{l.i1is2 (if applicable) Owner's Phone Number (with Area Code) Property Contact Phone Number (with Area Code) • A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ RCE 20 Signature of Owner /Representative Print Name of Owner /Representative 1058 (Rev. 11/05) King County Department of Natural Resources and Parks For King County Use Only Account # Monthly Rate 6 Month Rate Property Tax ID # Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Owner's Mailing Address 1Il� Demolition of pre- existing building? D Yes ❑ No a Type of building demolished f r' c'i?J4 (AM. 4 tA2 Uar.OSewer disconnect date B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: SI‘o 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) CIT O F RECEIVED NOV 1 3 2007 PERMIT CENTER A B RCE RCE Ist 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. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected days for determination of a revised capacity charge. Date t 11 7 1001— 71416 ' L White - King County Yellow - Local Sewer Agency Pink - Sewer Customer •®,.2u PROJECT DATA PROJECT ADDRESS: PROPOSED USE: OCCUPANCY GROUP: CONSTRUCTION TYPE: AREA: OCCUPANT LOAD: LEGAL DESCRIPTION: ALLOWABLE HEIGHT: ALLOWABLE AREA: AREA CALCULATIONS: TOTAL MAIN FLOOR AREA (JOEYS): 7,580SF. KITCHEN AREA: 1,890SF SEATING AREA: 2,545SF. CIRCULATION: 2,385SF. PLUMBING FACILITIES: 760SF, ALL WORK TO COMPLY WITH ALL APPLICABLE BUILDING CODES INCLUDING, BUT NOT LIMITED TO: 1. INTERNATIONAL BUILDING CODE, CURRENT EDITION 2. WASHINGTON STATE -WIDE AMENDMENTS TO I.B.C. 3. CITY OF TUKWILA LAND USE CODE 4. UNIFORM MECHANICAL CODE, CURRENT 5. NATIONAL ELECTRIC CODE 6. NFPA BULLETIN 13, CURRENT 7. CITY OF TUKWILA FIRE MARSHALL 'ROJECT DESCRIPTION TENANT IMPROVEMENT- RESTAURANT aNERGY REQUIREMENTS LL WORK TO MATCH EXISTING BUILDING , = OLLOWING BASIC ENVELOPE REQUIREMENTS 'ROJECT DIRECTORY CLIENT: CONTACT: JACKIE LEE TEL: 604.939.3930/ ext.228 FAX: 604.939.3953 E -mail: jlee @joeysrestaurants.com LANDLORD: WETSFIELD CORP. 11601 WILSHIRE BLVD. 14TH FLOOR, LA, CA 90025 CONTACT: JOSH KIMMEL TEL: 310.893.4762 FAX: 604.939.3953 E -mail: jlee @joeysrestaurants.com CONSTRUCTION J.R. ABBOTT CONSTRUCTION INC. MANAGER 3512 AIRPORT WAY SOUTH SEATTLE, WA 98134 -2135 CONTACT: ANDY SPRAGUE TEL: 206.467.8500 FAX: 206.447.1885 E -mail: andy @jrabbott.com . ARCHITECT: DENIS TURCO ARCHITECT AIA 277 -780 BEATTY ST. VANCOUVER, BC V6B 2M1 STRUCTURAL CARRY KOPCZYNSKI & COMPANY ENGINEER: 155 -108TH AVE. N.E. #200 BELLEVUE, WA 98004 ELECTRICAL ENGINEER: INTERIOR DESIGN: WESTFIELD SOUTHCENTER 633 SOUTHECENTER PARKWAY TUKWILA, WA RESTAURANT A -2 (MAINTAIN 1 HOUR SEPARATION TO MALL AREAS) TYPE I B UNPROTECTED NONCOMBUSTI TOTAL: 7,580 SF. 226 SEATS ON FILE N/A N/A JOEYS GLOBAL GRILL AND LOUNGE CONTACT: DENIS TURCO, AIA ELENA OANTA TEL: 604.320.0881 FAX: 604.320.0871 E -mail: oanta @dtai.ca turco @dtai.ca CONTACT: TANVEER SAHOO TEL: 425.455.2144 FAX: 425.455.2091 E -mail: tanveers@ckcps.com MECHANICAL HOLADAY- PARKS, INC. ENGINEER: 4600 SOUTH 134th PLACE SEATTLE, WA 98168 CONTACT: KYLE SCHIERBECK TEL: 206.248.9700 FAX: 206.248.8700 E -mail: kyles @holadayparks.com SME INC. OF SEATTLE 828 POPLAR PLACE S. SEATTLE, WA 98144 CONTACT: JON BAKER TEL: 206.329.2040/105 FAX: 206.726.8160 E -mail: jonb @smeincofseattle.com JULI HODGSON DESIGN 750 -1285 WEST PENDER ST. VANCOUVER, BC V6E 4B1 CONTACT: JULI HODGSON TEL: 604.264.7011 FAX: 604.264.7017 E -mail: juli @jhp.bc.ca LEI ; A L SI ii 1---.. :rt _' y _-.._ 14-3W1 . 1 • jPk;! :l•PSlu+u { , i T�_ • w i �elc i srRS r I 5t Sg it .It eOrd Oar aj,1✓ , , -- - - - - 4n . f I.._ % ! i 1 ' : 1 ' I _ j - I:1: 1 • acax k �t u?stn ^§cs • (,e f =k. IIL•a:5 _L•.. .i igfl3l • e 1 6 ir1'G1 ;)l`33q 4 ... _:�Yi o . es � wA�.•• .�..:a.3v. nc% -..y+ r. ,. m- r.m.,w.,.,.. ...,�.an+ SE 1Ili TH RFlr 1. MLS ;c +rnc.7an ti it tl _ �ls: .SQ !3 `st € "`16 1. THE CONTRACTOR SHALL PERFORM ALL OF THIS CONTRACT IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE AND ALL OTHER LOCAL, STATE AND NATIONAL CODES OR REGULATIONS HAVING JURISDICTION. 2. THE CONTRACTOR SHALL OBTAIN AND BEAR THE COST OF ALL REQUIRED PERMITS. LICENSES AND APPROVALS INCLUDING A BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. 3. COPIES OF ALL NECESSARY PERMITS, LICENSES AND CERTIFICATES SHALL BE DELIVERED TO THE MALL AND A COPY OF THE SAME SHALL BE POSTED IN A PROMINENT PLACE WITHIN THE DEMISED PREMISES PRIOR TO THE COMMENCEMENT OF THE WORK. FAILURE TO COMPLY WITH THE ABOVE WILL RESULT IN STOPPAGE OF JOB SITE CONSTRUCTION. WITHIN THE DEMISED PREMISES PRIOR TO THE COMMENCEMENT OF THE WORK. FAILURE 4. ALL THE WORK OF THIS CONTRACT SHALL BE COMPLETED IN STRICT ACCORDANCE WITH THE ATTACHED DRAWING DOCUMENTS. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND THE DRAWING DOCUMENTS. DRAWINGS SHALL NOT BE SCALED. 6. THE CONTRACTOR SHALL DO THE CUTTING AND PATCHING FOR THE VARIOUS TRADES. AND SHALL COORDINATE THE WORK OF THIS CONTRACT TO AVOID ANY INTERFERENCE OR CONFLICT WITH THE WORK BEING PERFORMED BY THE MALL OR BY ANY OTHER CONTRACTORS WITHIN THE DEMISED PREMISES OR WITHIN ADJOINING AREAS. 7. PUBLIC AREAS AND CORRIDORS OF THE MALL SHALL NOT BE USED FOR CONSTRUCTION OR STORAGE PURPOSES. 8. THE CONTRACTOR SHALL COORDINATE WITH THE MALL REGARDING DELIVERY AND REMOVAL OF MATERIALS, EQUIPMENT, ETC.... TO AND FROM THE DEMISED PREMISES. REMOVAL OF TRASH AND DEBRIS SHALL BE IN ACCORDANCE WITH MALL REQUIREMENTS. 9. DURING THE COURSE OF CONSTRUCTION SUGGESTIONS BY THE SELECTED BIDDER OF METHODS FOR REDUCING COST WILL BE ENTERTAINED BY THE ARCHITECT AND OWNER AND IF, ACCEPTED AND APPROVED IN WRITING SHALL BE INCORPORATED INTO THE WORK. 10. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TELEPHONE CONTACT TO THE SITE FOR THE DURATION OF THE CONSTRUCTION 11. THE CONTRACTOR SHALL PROTECT ALL WORK, MATERIALS, FIXTURES, ETC. IN THE DEMISED PREMISES FROM LOSS OR DAMAGE FROM ANY CAUSE AND SHALL REPLACE OR REPAIR DAMAGED WORK AT NO COST TO OWNER INCLUDING OWNER SUPPLIED ITEMS UNDER HIS JURISDICTION. 12. ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION IF THE NATIONAL ELECTRICAL CODE AND BY DULY LICENSED ELECTRICIANS. 13, THE CONTRACTOR SHALL NOT START WORK UNTIL HE HAS THE LANDLOR'S WRITTEN APPROVAL FOR ALL SUBCONTRACTORS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY UTILITYCONNECTIONS AND PAYMENT OF UTILITY CHARGES PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR SHALL BEAR THE COST OF ALL TEMPORARY UTILITYCHARGES INVOICED DIRECTLY TO THE OWNER BY THE MALL OR UTILITY COMPANY AND SHALL BE BACK CHARGED FOR THE SAME FROM THE FINAL PAYMENT. 15. THE CONTRACTOR SHALL LOCATE TWO (2) TEMPORARY FIRE EXTINGUISHERS IN THE CONSTRUCTION PREMISES DURING CONSTRUCTION. FIRE EXTINGUISHERS SHALL BE #2A 10 BE 5LBS RATING UNLESS OTHERWISE REQUIRED BY THE LOCAL AUTHORITIES. 16. THE CONTRACTOR SHALL PROVIDE NON COMBUSTIBLE IN CEILING' AND ' IN WALL' FRAMING AND BLOCKING AS REQUIRED TO SUPPORT ALL SHELVES , FASCIAS AND SOFFITS. AREA OF WORK if r N, -- ,�--- . _ ..- .. r-: - ` f; r t , r• � j;: Rttl i _ -0vzta :-.1.•;;;.4.., [ } j%, ,., ro ar ir.[,; S'� i r_..__.- .. -.... '� f li ,� i y ,- �". y, A. - li I , N S�n i f , ! 1'i 3I Olt 5 'ffe -•• i 1 : : ''''' ' !.;;:•;;; A w S�,ci!c19. Yg . • in. , i a ! Sf 13 ; a i ; } E as : .- --e P• i • r ,,.. . -- --r ' -� 1 {; S iIi Tl :o L .- ,.w'f-nr... ..7 >itn,,,. -.e c , T = y. rrt: J¢.Y�,.f .��a..,,.ww.,•e.e.�� t �..r., -n r....... , t "°'.,,..,.,..L : wJ i i - i la 71i i; j1).4..;i v� • 17. ALL WOOD FRAMING AND BLOCKING SHALL BE BEAR MILL STAMP STATING IT IS FIRE RETARDANT 18. SAMPLES OF ALL FINISHES AND PAINT COLORS SHALL BE SUBMITTED TO ARCHITECT AND LANDLORD FOR APPROVAL PRIOR TO COMMENCEMENT OF THAT PORTION OF THE WORK. 19. PRIOR TO CONSTRICTION, VERIFY LOCATION OF AND PROTECT ALL EXISTING MECHANICAL, ELECTRICAL AND ALL OTHER UTILITIES AND CAP OR RELOCATE AS NEC. MAINTAIN SERVICES THROUGHOUTTHE ENTIRE RENOVATION SCHEDULE. 20. ALL MATERIALS FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE NEW AND FREE FROM FROM DEFECTS. 21. THE CONTRACTOR SHALL GUARANTEE ALL THE WORK AND MATERIALS OF EACH TRADE AND THE ENTIRE WORK OF THIS CONTRACT FOR A PERIOD OF ONE YEAR FROM THE DATE THE PREMISES FIRST OPENS TO THE PUBLIC. SHOULD DEFECTS DEVELOP DURING THIS PERIOD. THE CONTRACTOR SHALL CORRECT SUCH DEFECTS AT NO COST TO OWNER. 22. THE CONTRACTOR SHALL HAVE A FOREMAN IN CHARGE OF THE WORK WHO SHALL BE ON THE JOB EACH DAY TO PLAN THE SEQUENCE AND PROGRESS OF THE WORK. LAYOUT AND DIRECT THE WORK, AND CALL FOR ALL REQUIRED INSPECTIONS. HE SHALL ALSO REPORT ON THE PROGRESS OF THE WORK AND MAINTAIN THE CONSTRUCTION SCHEDULE. 23. WHERE NEW FINISHES ARE INDICATED OR EXISTING FINISH IS DAMAGED, CUT OR DEFACED DUE TO THE PERFORMANCE OF WORK, THE NEW FINISH SHALL MATCH ADJACENT EXISTING MATERIAL OF FINISH, UNLESS OTHERWISE NOTED. THE NEW FINISH SHALL EXTEND TO THE FIRST NATURAL BREAK OR AS NOTED. CONFIRM EXTENT OF WORK WITH ARCHITECT. 24. UPON COMPLETION OF THE WORK THE PREMISES SHALL FULLY CLEANED AND VACUUMED PRIOR TO HANDING OVER TO OWNER. THE CLEANING CHECK LIST SHALL INCLUDE: a. REMOVE & PROPERLY DISPOSE OF ALL TRASH AND CONSTRUCTION DEBRIS. b. REMOVE ALL EXCESS CONSTRUCTION MATERIAL C. CLEAN AND MOP FLOORS d. CLEAN ALL ADJACENT SURFACES. e. CLEAN ALL LEDGES AND UPS OF DUST BUILD -UP. 25. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLAN OR DETAILS SHALL BE 6 INCHES FROM FACE OF FINISH AT ADJACENT RIGHT ANGLE WALL TO EDGE DOOR OPENING. 26. COORDINATE WITH MECHANICAL CONTRACTOR FOR EXACT LOCATIONS OF ACCESS DOORS REQUIRED BY THEIR WORK. PROVIDE ACCESS DOORS FOR ALL CONCEALED CATWALKS. VALVES. DAMPER CONTROLS AND FIRE DAMPER LINKAGES. OBTAIN THE ARCHITECTS APPROVAL IN LOCATION AND TYPE OF ALL ACCESS DOORS. 27. ALL RECESSED ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, AND ALL OTHER RECESSED EQUIPMENT OR CABINETS, SHALL BE BACKED WITH GYP. WALLBOARD TO MAINTAIN THE FIRE - RESISTIVE RATING OF THE PARTITION IN WHICH THE UNIT IS INSTALLED. 28. PROVIDE CLOSURE, MEETING THE REQUIREMENTS OF THE GOVERNING FIRE AUTHORITIES, BETWEEN ALL FIRE -RATED BUILDING PARTITIONS AND /OR PENETRATING DUCTS, PIPES, CONDUITS, MECHANICAL, ELECTRICAL, AND OTHER EQUIPMENT. 29. ALL FIRE -RATED WALLS, INCLUDING SHAFT ENCLOSURES AND PARTITIONS FORMING EXITS AND EXITWAY ENCLOSURES. SHALL BE CONTINUOUS FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE. UNLESS NOTED OTHERWISE. 30. WHERE TILE WALLS TERMINATE AGAINST METAL, JOINT IS TO BE RAKED FREE OF MORTAR AND FILLED WITH SILICONE OF COLOR TO MATCH MORTAR. ABOVE. UNLESS NOTED OTHERWISE. CONSTRUCTION BARRIER STANDARDS: A DRYWALL BARRICADE 14' IN HEIGHT LOCATED AS SHOWN MUST BE CONSTRUCTED. PROVIDE LOCKABLE MAN DOOR /GATE AND DELIVER KEY TO MALL. SIGNS MAY NOT BE AFFIXED TO THE BARRICADE UNLESS THEY HAVE BEEN APPROVED BY THE MANAGEMENT OFFICE. COORDINATE W/ MALL ON STORAGE ACCESS. TEMPORARY SIGNAGE & BARRICADE REQUIREMENTS DURING CONSTRUCTION. j I 1 '" i i I 4- I I . • 0.;, •• I r.' I -c. c? f ' r i a. a II y 3 it ( li„ - }.,� 1i 1 3 1 , i I k i A� NOTES: 1. EXISTING ARCHITECTURAL FLOOR PLANS PROVIDED FOR ORIENTATION AND REFERENCE ONLY AND IS NOT PRESENTED AS AN EXACT AS -BUILT PLAN. 2. ALL EXISTING DIMENSIONS INDICATED ARE SHOWN AS APPROXIMATE AND PROVIDED FOR REFERENCE ONLY. 3. EXISTING SEEFJ BUILDING INFO BASED ON PREVIOUSLY APPROVED DRAW{NGS FOR SOUTHCENTER MALL, SEATTLE, PROVIDED BY WESTFIELD CORPORATION- TENANT COORDINATION- SOUTHCENTER .i • i .j I s. DRAWING LIST rtY 47S . r r s 5 g � G q .,i r R L•�� y � ! I I 5 sir t. I 7 -Ii E. L EVEI. /i Dold )y: T ION g �.._... r I { 61 i....... -.. ARCHITECTURAL: A0.1 PROJECT DATA, VICINITY PLAN A0.3 SITE/ PLANTING PLAN S3.01 DETAILS S3.02 DETAILS A8.1 SPECIFICATIONS A8.2 SPECIFICATIONS !,t4CE. CO FILE COPY Permit No. INTERIOR DESIGN IDO TITLE PAGE & GENERAL NOTES ID1 SCHEDULES ID2 FURNITURE PLAN ID3 REFLECTED LIGHTING PLAN ID4 REFLECTED CEILING PLAN ID5 FINISHES PLAN ID6 ELEVATIONS ID7 ELEVATIONS IDS ELEVATIONS ID9 SECTIONS & DETAILS ID1O SECTIONS & DETAILS ID11 SECTIONS & DETAILS STRUCTURAL DRAWINGS S1.01 GENERAL NOTES/ DESIGN CRITERIA S1.02 QUALITY ASSURANCE/ SPECIAL INSPECTION S2.01 PATIO ROOF S2.02 MECHANICAL ROOF FRAMING PLAN B of NOTE SEPARATE PERM REQUIRED FOR: ISJ Mechanical Og Electrical i Plumbin Lii Gas Piping City of Tuklrr!ia LBLUII._D!! ( City of Tukwila BUILDING DIVISION CODE ANALYSIS BASED ON IBC, LATEST EDITION AND WASHINGTON STATE AMMENDMENTS OCCUPANCY: BUILDING TYPE: LOT COVERAGE: NOT CHANGED (INTERIOR ALTERATIONS ONLY) BLDG SETBACK: - NOT CHANGED (INTERIOR ALTERATIONS ONLY) RATING! FIRE SEPARATIONS: 402.7.2 FIRE - RESISTANCE RATED SEPARATIONS REQ'D. BETWEEN TENANTS AS PER SECTION 708. FIRE ASSEMBLIES PER CHAPTER 7: 707.2 ALL VERT. OPENINGS TO BE PROTECTED BY FIRE RATED DAMPERS OR SHAFT ENCLOSURES 708.4 FIRE ASSEMBLIES TO BE CONTINUOUS FROM FLOOR BELOW TO U/S OF THE FLOOR ABOVE or ROOF ABOVE 715.3 OPENINGS IN FIRE RATED ASSEMBLIES PERMITTED AS PER TABLE 715.3: 1 HOUR RATING TO OPENING IN 1 HOUR EXIT ENCLOSURE; 3/4 HOUR RATING TO OPENINGS IN ALL OTHER RATED BARRIERS OCCUPANT LOAD PER SECTION 1004 SEATING AREA: 1004.1.1: ACTUAL NUMBER OF SEATS= 226 SEATS 1004.1.2 TABLE: 15SF/ PERSON -7 NON -FIXED SEATS INCLUDING CIRCULATION =166 SEATS 1004.7: FIXED SEATING (BOOTHS) = 60 SEATS TOTAL =] 166 +60 = 226 SEATS KITCHEN: 1004.1.2. TABLE: 200 SF/ PERSON KITCHEN AREA 1890SF => 10 PERSONS EXIT LOAD CALCULATION: TOTAL OCCUPANT LOAD = 236 OCCUPANTS TABLE 1005.1: EXIT WIDTH REQUIRED: 0.15" PER OCCUPANT (SPRINKLERED BLDG) 234 OCCUPANTS x 0.15" = 35.4" EXIT ACCESS i INTERIOR FINISHES 803.5 A1.2 PATIO PLAN/ TRELLIS PLAN A2.1 REFLECTED CEILING PLAN Plan review approval is subject to errofs and omissions. A4.1 SECTIONS Approval of construction documents does not authorize A4.2 SECTIONS/ DETAILS the violation of any adopted code or ordinance. Receipt A5.1 BUILDING ELEVATIONS of approved Field Copy and conditions lea le g ed: A6.1 CONSTRUCTION DETAILS A6.2 CONSTRUCTION DETAILS A7.1 CONSTRUCTION ASSEMBLIES Date: GROUP A -2 (ASSEMBLY) RESTAURANT OCCUPANCY PER 308.3 EXISTING TYPE II B, F.R, UNPROTECTED NONCOMBUSTIBLE TOTAL OCCUPANT LOAD: 226 RESTAURANT) + 10 (STAFF KITCHEN) = 236 PERSONS WALL AND CEILING FINISHES- TO TABLE 803.5 ROOMS & ENCLOSED SPACES: CLASS C FINISH OTHER SPACES: CLASS B FINISH ACCESSIBILITY ICC; ANSI 117.1: - RAMPS MAX. 1:12. MAX. HEIGHT WITHOUT A LANDING 30" -- INTERIOR RAMPS 36" (MIN.) WIDTH - EXTERIOR RAMPS 44" (MIN.) WIDTH - DOOR ACCESS TO HAVE 18" CLEAR ON APPROACH SIDE OF IN- SWINGING DOOR WITH MINIMUM UNOBSTRUCTED CORRIDOR WIDTH 44 - MIN. CLEAR DOOR PASSAGE TO BE 32" WITH DOOR IN OPEN POSITION - ALL RESTROOMS SHALL HAVE MIN. 60" DIA. CLEAR TURNING CIRCLE FOR WHEELCHAIR ACCESS - KNEE SPACE UNDER SINK; 17" FROM EDGE OF SINK & MIN. 29" FROM BOTTOM OF SINK - ONE TOILET STALL TO BE ACCESSIBLE -- ENTRY DOOR TO HAVE CLEAR UNOBSTRUCTED AREA OF 60" BETWEEN VESTIBULE DOORS WAC 51 -50 -2900 PLUMBING SYSTEMS RESTAURANT & PATIO (226 +72 =298 SEATS)- REQUIRED: 150 MALE =] 4 FIXTURES (126 -200): 3 URINALS+ 1WC 2 LAVATORIES (TAPS) 150 FEMALE =7 4 FIXTURES (126 -200) 2 •V•TORI S A' KITCHEN (10 STAFF) - REQUIRED: 5 MALE] 1 FIXTURE & 1 TAP 5 FEMALE => 1 FIXTURE & 1 TAP IBC 1109.2.1 UNISEX TOILET & BATHING ROOMS AGGREGATE OF 6 MALE AND FEMALE WATER CLOSETS REQUIRED => 1 ACCESSIBLE UNISEX TOILET ROOM REQUIRED. LEGEND J DOOR NUMBER WINDOW TYPE DOOR WIDTH EXISTING WALL (BASE BUILDING) TO REMAIN NEW WALL NEW DOOR - SEE DOOR SCHEDULE 1 HR. ERR 2HR. FRR 3HR. FRR A.F.F. A.D. F.D. T.O.W. B.O.W. G.C. G.W.B. CORPF' TION ABOVE FINISHED FLOOR AREA DRAIN FLOOR DRAIN TOP OF WALL BOTTOM OF WALL GENERAL CONTRACTOR DRYWALL PERMIT CENTER r2O7% 18 . 0/07 NOV. 1/07 OCT. 9/07 SEP. 13/07 DATE Tukwila, WA THIS DRAWING SHALL NOT BE USED Fon CONSTRUCTiON UNLESS 'ISSUED FOR CONSTRUCTION' AND SIGNED/ SEALED BY THE ARCHITECT . Suite 277-780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office©dtai.ca SHEET TITLE: FILE NO.: DATE: SCALE: DRAWN BY: CHECKED BY: SHEET NO.: \ -- REGISTER/ AR UTECT STATE OF WASHIN 07164 JUN. 2007 AS NOTED EO /TF DT DATE LAST REVISED: JAN. 29/08 THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR ICI COMMENCEMENT OF THE WORK AND IS HEW RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS EXCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., NID MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENIS TURCO ARCHITECT , IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT J YS Ito OfroAvii 6464 1013.2 EXIT THRU INTERVENING SPACES: EXIT NOT THRU KITCHEN 1013.3 COMMON PATH OF EGRESS TRAVEL DOES NOT EXCEED 55INFEFFII 1014.2.1 2 EXITS OR EXIT ACCESS DOORWAYS REQUIRED THAT SHOULD BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF OF THE LENGTH OF THE MAXIMUM DIAGONAL DIMENSION OF THE BLDG. AREA SERVED. EXCEPTION #2: BLDG. EQUIPPED W/ AUTOMATIC SPRINKLER 1015.1 EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 250 FEET SYSTEM USE ONE-THIRD OF THE MAXIMUM DIAGONAL DIMS. Stiti tO ‘'34$4 (SPRINKLERED BLDG) 1018.1 MINIMUM NUMBER OF EXITS REQUIRED: 2 PER 1-500 OCCUPANT LOAD. PROVIDED: 2 EXITS FOR 234 PERSONS (ACTUAL OCCUPANT LOAD) ISSUED FOR BUILDING PERMFT ISSUED FOR COORDINATION HEALTH PERMIT REVISIONS PROJECT TITLE: JOEYS SOUTH CENTRE RECEIVED COVER/ PROJECT DATA SITE PLAN FEB -1 2008 NOTE: THIS DRAWING SUPEROEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. ISE DT DT DT BY PROJECT DATA PROJECT ADDRESS: PROPOSED USE: OCCUPANCY GROUP: CONSTRUCTION TYPE: AREA: OCCUPANT LOAD: LEGAL DESCRIPTION: ALLOWABLE HEIGHT: ALLOWABLE AREA: WESTFIELD SOUTHCENTER 633 SOUTHECENTER PARKWAY TUKWILA, WA RESTAURANT A -2 (MAINTAIN 1 HOUR SEPARATION TO MALL AREAS) TYPE I B UNPROTECTED NONCOMBUSTIBLE. TOTAL: 7,580 SF. 226 SEATS ON FILE N/A N/A AREA CALCULATIONS: TOTAL MAIN FLOOR AREA ( JOEYS): 7,580SF. KITCHEN AREA: 1,890SF SEATING AREA: 2,545Sr. CIRCULATION: 2,385SF. PLUMBING FACILITIES: 760SF. ALL WORK TO COMPLY WITH ALL APPLICABLE BUILDING CODES INCLUDING, BUT NOT LIMITED TO: 1. INTERNATIONAL BUILDING CODE, CURRENT EDITION 2. WASHINGTON STATE -WIDE AMENDMENTS TO I.B.C. 3. CITY OF TUKWILA LAND USE CODE 4. UNIFORM MECHANICAL CODE, CURRENT 5. NATIONAL ELECTRIC CODE 6. NFPA BULLETIN 13, CURRENT 7. CITY OF TUKWILA FIRE MARSHALL PROJECT DESCRIPTION TENANT IMPROVEMENT- RESTAURANT ENERGY REQUIREMENTS ALL WORK TO MATCH EXISTING BUILDING , FOLLOWING BASIC ENVELOPE REQUIREMENTS PROJECT DIRECTORY CLIENT: CONTACT: JACKIE LEE TEL: 604.939.3930/ ext.228 FAX: 604.939,3953 E -mail: jlee@joeysrestaurants.com LANDLORD: WETSFIELD CORP. 11601 WILSHIRE BLVD. 14TH FLOOR, LA, CA 90025 CONTACT: JOSH KIMMEL TEL: 310.893.4762 FAX: 604.939.3953 E -mail: jlee @joeysrestaurants.com CONSTRUCTION J.R. ABBOTT CONSTRUCTION INC. MANAGER 3512 AIRPORT WAY SOUTH SEATTLE, WA 98134 -2135 CONTACT: ANDY SPRAGUE TEL: 206.467.8500 FAX: 206.447.1885 E -mail: andy @jrabbott.com ARCHITECT: DENIS TURCO ARCHITECT AIA 277 -780 BEATTY ST. VANCOUVER, BC V6B 2M1 ELECTRICAL ENGINEER: INTERIOR DESIGN: JOEYS GLOBAL GRILL AND LOUNGE CONTACT: DENIS TURCO, AIA ELENA OANTA TEL: 604.320.0881 FAX: 604.320.0871 E -mail: oanta @dtai.ca turco @dtai.ca STRUCTURAL CARRY KOPCZYNSKI & COMPANY ENGINEER: 155 -108TH AVE. N.E. #200 BELLEVUE, WA 98004 CONTACT: TANVEER SAHOO TEL: 425.455.2144 FAX: 425.455.2091 E -mail: tanveers @ckcps.com MECHANICAL HOLADAY- PARKS, INC. ENGINEER: 4600 SOUTH 134th PLACE SEATTLE, WA 98168 CONTACT: KYLE SCHIERBECK TEL: 206.248.9700 FAX: 206.248.8700 E -mail: kyles @holadayparks.com SME INC. OF SEATTLE 828 POPLAR PLACE S. SEATTLE, WA 98144 CONTACT: JON BAKER TEL: 206.329.2040/105 FAX: 206.726.8160 E -mail: jonb @smeincofseattle.com JULI HODGSON DESIGN 750 -1285 WEST PENDER ST. VANCOUVER, BC V6E 4B1 CONTACT: JULI HODGSON TEL: 604.264.7011 FAX: 604.264.7017 E -mail: juli @jhp.bc.ca 1. THE CONTRACTOR SHALL PERFORM ALL OF THIS CONTRACT IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE AND ALL OTHER LOCAL, STATE AND NATIONAL CODES OR REGULATIONS HAVING JURISDICTION. 2. THE CONTRACTOR SHALL OBTAIN AND BEAR THE COST OF ALL REQUIRED PERMITS. LICENSES AND APPROVALS INCLUDING A BUILDING PERMIT AND THE MALL OR UTILITY COMPANY AND SHALL BE BACK CHARGED FOR THE SAME CERTIFICATE OF OCCUPANCY. 3. COPIES OF ALL NECESSARY PERMITS, LICENSES AND CERTIFICATES SHALL BE DELIVERED TO THE MALL AND A COPY OF THE SAME SHALL BE POSTED IN A PROMINENT PLACE WITHIN THE DEMISED PREMISES PRIOR TO THE COMMENCEMENT OF THE WORK. FAILURE TO COMPLY WITH THE ABOVE WILL RESULT IN STOPPAGE OF JOB SITE CONSTRUCTION. WITHIN THE DEMISED PREMISES PRIOR TO THE COMMENCEMENT OF THE WORK. FAILURE 4. ALL THE WORK OF THIS CONTRACT SHALL BE COMPLETED IN STRICT ACCORDANCE WITH THE ATTACHED DRAWING DOCUMENTS. 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND THE DRAWING DOCUMENTS. DRAWINGS SHALL NOT BE SCALED. 6. THE CONTRACTOR SHALL DO THE CUTTING AND PATCHING FOR THE VARIOUS TRADES. AND SHALL COORDINATE THE WORK OF THIS CONTRACT TO AVOID ANY INTERFERENCE OR CONFLICT WITH THE WORK BEING PERFORMED BY THE MALL OR BY ANY OTHER CONTRACTORS WITHIN THE DEMISED PREMISES OR WITHIN ADJOINING AREAS. 7. PUBUC AREAS AND CORRIDORS OF THE MALL SHALL NOT BE USED FOR CONSTRUCTION OR STORAGE PURPOSES. 8. THE CONTRACTOR SHALL COORDINATE WITH THE MALL REGARDING DELIVERY AND REMOVAL OF MATERIALS, EQUIPMENT, ETC.... TO AND FROM THE DEMISED PREMISES. REMOVAL OF TRASH AND DEBRIS SHALL BE IN ACCORDANCE WITH MALL REQUIREMENTS. 9. DURING THE COURSE OF CONSTRUCTION SUGGESTIONS BY THE SELECTED BIDDER OF METHODS FOR REDUCING COST WILL BE ENTERTAINED BY THE ARCHITECT AND OWNER AND IF, ACCEPTED AND APPROVED IN WRITING SHALL BE INCORPORATED INTO THE WORK. 10. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TELEPHONE CONTACT TO THE SITE FOR THE DURATION OF THE CONSTRUCTION 11. THE CONTRACTOR SHALL PROTECT ALL WORK, MATERIALS, FIXTURES, ETC. IN THE DEMISED PREMISES FROM LOSS OR DAMAGE FROM ANY CAUSE AND SHALL REPLACE OR REPAIR DAMAGED WORK AT NO COST TO OWNER INCLUDING OWNER SUPPLIED ITEMS UNDER HIS JURISDICTION. 12. ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH LATEST EDITION IF THE NATIONAL ELECTRICAL CODE AND BY DULY LICENSED ELECTRICIANS. 13. THE CONTRACTOR SHALL NOT START WORK UNTIL HE HAS THE LANDLOR'S WRITTEN APPROVAL FOR ALL SUBCONTRACTORS. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY UTIUTYCONNECTIONS AND PAYMENT OF UTILITY CHARGES PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR SHALL BEAR THE COST OF ALL TEMPORARY UTILITYCHARGES INVOICED DIRECTLY TO THE OWNER BY FROM THE FINAL PAYMENT. 15. THE CONTRACTOR SHALL LOCATE TWO (2) TEMPORARY FIRE EXTINGUISHERS IN THE CONSTRUCTION PREMISES DURING CONSTRUCTION. FIRE EXTINGUISHERS SHALL BE #2A 10 BE 5LBS RATING UNLESS OTHERWISE REQUIRED BY THE LOCAL AUTHORITIES. 16. THE CONTRACTOR SHALL PROVIDE NON COMBUSTIBLE 'IN CEILING' AND ' IN WALL' FRAMING AND BLOCKING AS REQUIRED TO SUPPORT ALL SHELVES , FASCIAS AND SOFFITS. NOTES: 1. EXISTING ARCHITECTURAL FLOOR PLANS PROVIDED FOR ORIENTATION AND REFERENCE ONLY AND IS NOT PRESENTED AS AN EXACT AS -BUILT PLAN. 2. ALL EXISTING DIMENSIONS INDICATED ARE SHOWN AS APPROXIMATE AND PROVIDED FOR REFERENCE ONLY. 3. EXISTING SITE/ BUILDING INFO BASED ON PREVIOUSLY APPROVED DRAWINGS FOR SOUTHCENTER MALL, SEATTLE, PROVIDED BY WESTFIELD CORPORATION- TENANT COORDINATION- SOUTHCENTER 17. ALL WOOD FRAMING AND BLOCKING SHALL BE BEAR MILL STAMP STATING IT IS FIRE RETARDANT 18. SAMPLES OF ALL FINISHES AND PAINT COLORS SHALL BE SUBMITTED TO ARCHITECT AND LANDLORD FOR APPROVAL PRIOR TO COMMENCEMENT OF THAT PORTION OF THE WORK. 19. PRIOR TO CONSTRICTION, VERIFY LOCATION OF AND PROTECT ALL EXISTING MECHANICAL, ELECTRICAL AND ALL OTHER UTILITIES AND CAP OR RELOCATE AS NEC. MAINTAIN SERVICES THROUGHOUTTHE ENTIRE RENOVATION SCHEDULE. 20. ALL MATERIALS FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE NEW AND FREE FROM FROM DEFECTS. 21. THE CONTRACTOR SHALL GUARANTEE ALL THE WORK AND MATERIALS OF EACH TRADE AND THE ENTIRE WORK OF THIS CONTRACT FOR A PERIOD OF ONE YEAR FROM THE DATE THE PREMISES FIRST OPENS TO THE PUBLIC. SHOULD DEFECTS DEVELOP DURING THIS PERIOD. THE CONTRACTOR SHALL CORRECT SUCH DEFECTS AT NO COST TO OWNER. 22. THE CONTRACTOR SHALL HAVE A FOREMAN IN CHARGE OF THE WORK WHO SHALL BE ON THE JOB EACH DAY TO PLAN THE SEQUENCE AND PROGRESS OF THE WORK. LAYOUT AND DIRECT THE WORK, AND CALL FOR ALL REQUIRED INSPECTIONS. HE SHALL ALSO REPORT ON THE PROGRESS OF THE WORK AND MAINTAIN THE CONSTRUCTION SCHEDULE. 23. WHERE NEW FINISHES ARE INDICATED OR EXISTING FINISH IS DAMAGED, CUT OR DEFACED DUE TO THE PERFORMANCE OF WORK, THE NEW FINISH SHALL MATCH ADJACENT EXISTING MATERIAL OF FINISH, UNLESS OTHERWISE NOTED. THE NEW FINISH SHALL EXTEND TO THE FIRST NATURAL BREAK OR AS NOTED. CONFIRM EXTENT OF WORK WITH ARCHITECT. 24. UPON COMPLETION OF THE WORK THE PREMISES SHALL FULLY CLEANED AND VACUUMED PRIOR TO HANDING OVER TO OWNER. THE CLEANING CHECK LIST SHALL INCLUDE: a. REMOVE & PROPERLY DISPOSE OF ALL TRASH AND CONSTRUCTION DEBRIS. b. REMOVE ALL EXCESS CONSTRUCTION MATERIAL C. CLEAN AND MOP FLOORS d. CLEAN ALL ADJACENT SURFACES. e. CLEAN ALL LEDGES AND LIPS OF DUST BUILD -UP. 25. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLAN OR DETAILS SHALL BE 6 INCHES FROM FACE OF FINISH AT ADJACENT RIGHT ANGLE WALL TO EDGE DOOR OPENING. 26. COORDINATE WITH MECHANICAL CONTRACTOR FOR EXACT LOCATIONS OF ACCESS DOORS REQUIRED BY THEIR WORK. PROVIDE ACCESS DOORS FOR ALL CONCEALED CATWALKS. VALVES. DAMPER CONTROLS AND FIRE DAMPER LINKAGES. OBTAIN THE ARCHITECTS APPROVAL IN LOCATION AND TYPE OF ALL ACCESS DOORS. 27. ALL RECESSED ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, AND ALL OTHER RECESSED EQUIPMENT OR CABINETS, SHALL BE BACKED WITH GYP. WALLBOARD TO MAINTAIN THE FIRE - RESISTIVE RATING OF THE PARTITION IN WHICH THE UNIT IS INSTALLED. 28. PROVIDE CLOSURE, MEETING THE REQUIREMENTS OF THE GOVERNING FIRE AUTHORITIES, BETWEEN ALL FIRE -RATED BUILDING PARTITIONS AND /OR PENETRATING DUCTS, PIPES, CONDUITS, MECHANICAL, ELECTRICAL, AND OTHER EQUIPMENT. 29. ALL FIRE -RATED WALLS, INCLUDING SHAFT ENCLOSURES AND PARTITIONS FORMING EXITS AND EXITWAY ENCLOSURES. SHALL BE CONTINUOUS FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE. UNLESS NOTED OTHERWISE. 30. WHERE TILE WALLS TERMINATE AGAINST METAL, JOINT IS TO BE RAKED FREE OF MORTAR AND FILLED WITH SILICONE OF COLOR TO MATCH MORTAR. ABOVE. UNLESS NOTED OTHERWISE. CONSTRUCTION BARRIER STANDARDS: A DRYWALL BARRICADE 14' IN HEIGHT LOCATED AS SHOWN MUST BE CONSTRUCTED. PROVIDE LOCKABLE MAN DOOR /GATE AND DELIVER KEY TO MALL. SIGNS MAY NOT BE AFFIXED TO THE BARRICADE UNLESS THEY HAVE BEEN APPROVED BY THE MANAGEMENT OFFICE. COORDINATE W/ MALL ON STORAGE ACCESS. TEMPORARY SIGNAGE & BARRICADE REQUIREMENTS DURING CONSTRUCTION. �rf DRAWING LIST I S3.01 DETAILS 53.02 DETAILS I ACCESSIBILITY ICC/ ANSI 117.1: - RAMPS MAX. 1:12. MAX. HEIGHT WITHOUT A LANDING 30" - INTERIOR RAMPS 36" (MIN.) WIDTH - EXTERIOR RAMPS 44" (MIN.) WIDTH - DOOR ACCESS TO HAVE 18" CLEAR ON APPROACH SIDE OF IN- SWINGING DOOR WITH MINIMUM UNOBSTRUCTED CORRIDOR WIDTH 44" - MIN. CLEAR DOOR PASSAGE TO BE 32" WITH DOOR IN OPEN POSITION - ALL RESTROOMS SHALL HAVE MIN. 60" DIA. CLEAR TURNING CIRCLE FOR WHEELCHAIR ACCESS - KNEE SPACE UNDER SINK; 17" FROM EDGE OF SINK & MIN. 29" FROM BOTTOM OF SINK - ONE TOILET STALL TO BE ACCESSIBLE ARCHITECTURAL: Plar review approval is subject to errors and omissions - ENTRY DOOR TO HAVE CLEAR UNOBSTRUCTED AO.1 PROJECT DATA, VICINITY PLANAPProval of construction documents does authorize V ESTIBUL E DOORS A l - �, - , T the violation of any adopted c or ordinance. R f 1 .5O - 29OO P SYSTEMS AO.3 1 of approved Field Copy ad d conditions is acknowledged: FILE COPY Permit No O i SITE/ PLANTING PLAN P £ '/ � G A1.2 PATIO PLAN/ TRELLIS PLAN A2.1 REFLECTED CEILING PLAN A4.1 SECTIONS A4.2 SECTIONS/ DETAILS A5.1 BUILDING ELEVATIONS A6.1 CONSTRUCTION DETAILS REVISIONS No changes shall be made to the scope of work withot, t prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees By A8,1 SPECIFICATIONS A8.2 SPECIFICATIONS INTERIOR DESIGN IDO TITLE PAGE & GENERAL NOTES ID1 SCHEDULES ID2 FURNITURE PLAN 103 REFLECTED LIGHTING PLAN ID4 REFLECTED CEILING PLAN ID5 FINISHES PLAN ID6 ELEVATIONS ID7 ELEVATIONS ID8 ELEVATIONS ID9 SECTIONS & DETAILS ID10 SECTIONS & DETAILS ID11 SECTIONS & DETAILS STRUCTURAL DRAWINGS S1.01 GENERAL NOTES/ DESIGN CRITERIA S1.02 QUALITY ASSURANCE/ SPECIAL INSPECTION S2.01 PATIO ROOF S2.02 MECHANICAL ROOF FRAMING PLAN ++. ++ +r ++f. +ice ?y, „ :r ,,,f+t.......6Q +f + +•Fbi %6p1; +,6: •.t6.`ri Date: 5( q,,p, City of Tukwila BUILDING DIVISION CODE ANALYSIS BASED ON IBC, LATEST EDITION AND WASHINGTON STATE AMMENDMENTS OCCUPANCY: BUILDING TYPE: LOT COVERAGE: - NOT CHANGED (INTERIOR ALTERATIONS ONLY) BLDG SETBACK: - NOT CHANGED (INTERIOR ALTERATIONS ONLY) RATING/ FIRE SEPARATIONS: 402.7.2 FIRE - RESISTANCE RATED SEPARATIONS REQ'D. BETWEEN TENANTS AS PER SECTION 708. FIRE ASSEMBLIES PER CHAPTER 7: 707.2 ALL VERT. OPENINGS TO BE PROTECTED BY FIRE RATED DAMPERS OR SHAFT ENCLOSURES 708.4 FIRE ASSEMBLIES TO BE CONTINUOUS FROM FLOOR BELOW TO U/S OF THE FLOOR ABOVE or ROOF ABOVE 715.3 OPENINGS IN FIRE RATED ASSEMBLIES PERMITTED AS PER TABLE 715.3: 1 HOUR RATING TO OPENING IN 1 HOUR EXIT ENCLOSURE; 3/4 HOUR RATING TO OPENINGS IN ALL OTHER RATED BARRIERS OCCUPANT LOAD PER SECTION 1004 SEATING AREA: 1004.1.1: ACTUAL NUMBER OF SEATS= 226 SEATS 1004.1.2 TABLE: 15SF/ PERSON=> NON -FIXED SEATS INCLUDING CIRCULATION =166 SEATS 1004.7: FIXED SEATING (BOOTHS) = 60 SEATS TOTAL => 166 +60 = 226 SEATS KITCHEN: 1004.1.2. TABLE: 200 SF/ PERSON KITCHEN AREA 1890SF => 10 PERSONS EXIT LOAD CALCULATION: TOTAL OCCUPANT LOAD = 236 OCCUPANTS TABLE 1005.1: EXIT WIDTH REQUIRED: 0.15" PER OCCUPANT (SPRINKLERED BLDG) 234 OCCUPANTS x 0.15" = 35.4" EXIT ACCESS 1013.2 EXIT THRU INTERVENING SPACES: EXIT NOT THRU KITCHEN 1013.3 COMMON PATH OF EGRESS TRAVEL DOES NOT EXCEED T. 1014.2.1 2 EXITS OR EXIT ACCESS DOORWAYS REQUIRED THAT SHOULD BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE -HALF OF THE LENGTH OF THE MAXIMUM DIAGONAL DIMENSION OF THE BLDG. AREA SERVED. EXCEPTION #2: BLDG. EQUIPPED W/ AUTOMATIC SPRINKLER SYSTEM USE ONE -THIRD OF THE MAXIMUM DIAGONAL DIMS. 1015.1 EXIT ACCESS TRAVEL DISTANCE DOES NOT EXCEED 250 FEET (SPRINKLERED BLDG) 1018.1 MINIMUM NUMBER OF EXITS REQUIRED: 2 PER 1 -500 OCCUPANT LOAD. PROVIDED: 2 EXITS FOR 234 PERSONS (ACTUAL OCCUPANT LOAD) INTERIOR FINISHES REVISION N GROUP A -2 (ASSEMBLY) RESTAURANT OCCUPANCY PER 308.3 EXISTING TYPE II B, F.R, UNPROTECTED NONCOMBUSTIBLE TOTAL OCCUPANT LOAD: 226 (RESTAURANT) + 10 (STAFF KITCHEN) = 236 PERSONS PATIO: 82 SEATS 803.5 WALL AND CEILING FINISHES- TO TABLE 803.5 ROOMS & ENCLOSED SPACES: CLASS C FINISH OTHER SPACES: CLASS B FINISH TOTAL OCCUPANT LOAD= 226 SEATS +10 =236 PERSONS => RESTAURANT - REQUIRED: 125 MALE => 3 FIXTURES (76 -125): 2 URINALS+ 2 LAVATORIES (TAPS) 125 FEMALE => 3 FIXTURES (76 -125) 2 LAVATORIES (TAPS) KITCHEN (STAFF) - REQUIRED: 5 MALE => 1 FIXTURE & 1 TAP 5 FEMALE =7 1 FIXTURE & 1 TAP LEGEND DOOR NUMBER DOOR WIDTH NEW WALL 1 HR. FRR 2HR. FRR 3HR. FRR A.F.F. A.D. F.D. T.O.W. B.O.W. G.C. G.W.B. WINDOW TYPE AREA OF 60" BETWEEN 1WC EXISTING WALL (BASE BUILDING) TO REMAIN NEW DOOR - SEE DOOR SCHEDULE t gY7 y ABOVE FINISHED FLOOR AREA DRAIN FLOOR DRAIN TOP OF WALL BOTTOM OF WALL GENERAL CONTRACTOR DRYWALL IBC 1109.2.1 UNISEX TOILET & BATHING ROOMS AGGREGATE OF 6 MALE AND FEMALE WATER CLOSETS REQUIRED => 1 ACCESSIBLE UNISEX TOILET ROOM REQUIRED. RECEIVED APR 17 2008 PERMIT CENTEI 30' a ssrmbiyy oCGwfgy► wi41-1 SitutS AM +gaties 4Afr. Sac see,. Ic2s.a It3G THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENTS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS EXCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENTS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS ISSUED FOR CONSTRUCTION' AND SIGNED/ SEALED BY THE ARCHITECT. J OF MAR. 14/08 FEB. 8/08 JAN. 29/08 NOV. 30/07 NOV. 1/07 OCT. 9/07 SEP. 13/07 DATE REVISIONS DENIS TURCO ARCHITECT AIA Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE Tukwila, WA SHEET NO.: 8871 SHEET TITLE: COVER/ PROJECT DATA SITE PLAN FILE NO.: DATE: SCALE: DRAWN BY: CHECKED BY: DATE LAST REVISED: r DENTS TURC BEATH OF WASHINGTON ISSUED FOR CONSTRUCTION CORRECTION LETTER #2 CORRECTION LETTER #1 REVISED FOR BUILDING PERMIT ISSUED FOR BUILDING PERMIT ISSUED FOR COORDINATION HEALTH PERMIT 07164 JUN. 2007 AS NOTED EO/TF DT NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. AO. MAR. 14/08 1 DT DT DT DT DT DT DT BY TYPE OF USE MINIMUM CLEARANCES APPROACH DIRECTION DOOR SIDE PERPENDICULAR TO DOOR 1 YO-tL LNiuK (BEYONN D LATCH H UNLESS NarED) FROM FRONT PULL 50 INCHES (1525 MM) 18 INCHES (455 MM) FROM FRONT PUSH 48 INCHES (1220 MM) 0 INCHES (0 MM) FROM HINGE PULL 60 INCHES (1525 MM) 36 INCHES (915 MM) FROM HINGE PULL 54 INCHES (1370 MM) 42 INCHES (1065 MM) FROM HINGE PUSH 42 INCHES (1085 MM) 22 INCHES (560 MM) & FROM LATCH PULL 48 INCHES (1220 MM) 24 INCHES (810 MM) FROM LATCH PUSH 42 INCHES (1065 MM) 24 INCHES (610 MM) APPROACH DIRECTION MINIMUM CLEARANCES PERPENDICULAR TO DOOR I PARALLEL TO DOOR FROM FRONT 48 INCHES (1220 MM) 0 INCHES (0 MM) FROM NONLATCH SIDE 42 INCHES (1065 MM) 22 INCHES (560 MM) 1 FROM LATCH SIDE 42 INCHES (1055 MM) 24 INCHES (610 MM) APPROACH DIRECTION MINIMUM CLEARANCES PERPENDICULAR TO DOORWAY FROM FRONT 48 INCHES (1220 MM) FROM SIDE 42 INCHES (1065 MM) NOTES ALL NEW CONSTRUCTION TO COMPLY WITH THE WASHINGTON STATE REGULATIONS FOR BARRIER -FREE FACILITIES (WAC 51 -50). CHAPTER 51 -50 WAC ADOPTS AND AMENDS THE INTERNATIONAL BUILDING CODE, 2003 EDITION. THIS INCLUDES ICC /ANSI 117.1-1998 AND APPENDIX E SECTIONS 101 -106 PER WAC 51 -50 -005. " ALL NOTES ON THIS PAGE ARE REPRESENTATIVE OF THOSE PARTS OF REFERENCED STANDARDS WHICH ARE DEEMED TO BE PERTINENT TO DESIGN FOR ACCESSIBILITY, ESPECIALLY AS REFLECTED IN FEDERAL LAW. SECTIONS LISTED REFER TO ICC /ANSI 117.1 -1998 UNLESS NOTED OTHERWISE. ALL NOTES ON THIS PAGE ARE NOT TO BE USED FOR CONSTRUCTION PURPOSES AND DO NOT SUPERSEDE DETAILS IN THE. CONSTRUCTION DOCUMENT SET. THE CONTRACTOR IS TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THESE REGULATIONS AND THE CONSTRUCTION DOCUMENT SET BEFORE PROCEEDING WITH WORK. ALL PERTINENT LOCAL, STATE, AND FEDERAL CODES WILL AFFECT THE DESIGN AND NEW CONSTRUCTION. DOORS (404) 404.1 GENERAL. DOORS AND DOORWAYS THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL COMPLY WITH SECTION 404. 404.2 MANUAL DOORS MANUAL DOORS AND DOORWAYS, AND MANUAL GATES, INCLUDING TICKET GATES, SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 404.2. EXCEPTIONS: DOORS, DOORWAYS, AND GATES DESIGNED TO BE OPERATED ONLY BY SECURITY PERSONNEL SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS 404.2.6, 40421 AND 404.28. 4D42.1 DOUBLE -LEAF DOORS AND GATES AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY WITH SECTIONS 40422 AND 404.2.3. 404.2.2 CLEAR WIDTH. DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES (815 MM) MINIMUM. CLEAR OPENING OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF DOOR AND STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES (S•0 MM) DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES (915 MM) MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE CLEAR OPENING WIDTH LOWER THAN 34 INCHES (865 MM) ABOVE THE FLOOR OR GROUND. PROJECTIONS INTO THE MINIMUM CLEAR OPENING WIDTH MORE THAN 34 INCHES (865 MM) AND UP TO 80 INCHES (2030 MM) ABOVE THE FLOOR OR GROUND ARE PERMITTED BUT SHALL NOT EXCEED 4 INCHES (100 MM). EXCEPTIONS: 1. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES (1980 MM) MINIMUM ABOVE FLOOR. 2. IN ALTERATIONS, A PROJECTION OF 5/8 INCH (15 MM) MAXIMUM INTO THE REQUIRED CLEAR OPENING WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP. 404.2.3 MANEUVERING CLEARANCES AT DOORS. MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL COMPLY WITH SECTIONS 404 2.3 AND SHALL INCLUDE THE FULL CLEAR OPENING WITH OF THE DOORWAY. (EXCEPTION: DOORS TO HOSPITAL BEDROOMS SHALL BE EXEMPT FROM THE REQUIREMENT FOR SPACE AT THE LATCH SIDE PROVIDED THE DOOR IS 44 INCHES (1120 MM) WIDE MINIMUM. 404.2.3.1 SWINGING DOORS. SWINGING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 40423.1. 404.2.3,2 SLIDING AND FOLDING DOORS SLIDING DOORS AND FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 404.2.3.2. DOORS & DOORWAYS PULL SIDE 18". MIN. FROM FIG. 404.2.3.3 - MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS FRONT APPROACHES - SWINGING DOORS PULL SIDE X - MIN t NOTE: X = 36" MIN. IF Y = 6O ". X = 42" MIN. IF Y = 54". z PULL SIDE NOTE: Y = 54" MIN IF DOOR HAS CLOSER. NOTE: X = 12" IF DOOR HAS BOTH A CLOSER AND LATCH. PUSH SIDE 54" MIN FROM FIG. 404.2.3.3 - MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS 24" 1 MIN. PUSH SIDE FROM FIG. 4042.3.3 MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS PUSH SIDE NOTE: Y = 48" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER HINGE SIDE APPROACHES - SWINGING DOORS NOTE: Y = 48" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER LATCH SIDE APPROACHES - SWINGING DOORS CLEAR OPENINGS MUST BE BETWEEN FACE OF DOOR IN ITS 90 DEGREE OPEN POSITION AND THE FACE OF THE STOP. r NOTE: PROVIDE BUMPER IN POCKET TO PREVENT DOOR FROM FULLY RECEDING. 404.2.3.3 DOORWAYS WITHOUT DOORS. DOORWAYS WITHOUT DOORS THAT ARE LESS THAN 36 INCHES (915 MM) WIDE SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 404.2.3.3. 404.2.3.4 RECESSED DOORS_ WHERE THE PLANE OF THE DOORWAY IS RECESSED MORE THAN 8 INCHES (205 MM) FROM THE PLANE OF THE WALL, CLEARANCES FOR FRONT APPROACH SHALL BE PROVIDED. 404.2.3.5 FLOOR OR GROUND SURFACE. FLOOR OR GROUND SURFACE WITHIN THE MANEUVERING CLEARANCES SHALL HAVE A SLOPE NOT STEEPER THAN 1 :48 AND SHALL COMPLY WITH SECTION 302_ 404.2.4 THRESHOLDS AT DOORWAYS. IF PROVIDED, THRESHOLDS AT DOORWAYS SHALL BE INCH (13 MM) HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 302 AND 303. 404.2.5 TWO DOORS IN SERIES. DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES SHALL BE 48 INCHES (1220 MM) MINIMUM PLUS THE WIDTH OF ANY DOOR SWINGING INTO THE SPACE. THE SPACE BETWEEN THE DOORS SHALL PROVIDE A TURNING SPACE COMPLYING WITH SECTION 304. 404.2.6 DOOR HARDWARE. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND 4OES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES (865 MM) MINIMUM AND 48 INCHES (1220 MM) MAXIMUM ABOVE THE FLOOR . WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES_ (EXCEPTION: LOCKS USED ONLY FOR SECURITY PURPOSES AND NOT USED FOR NORMAL OPERATION ARE PERMITTED IN ANY LOCATION). 404.2.7 CLOSING SPEED. 404.2.7.1 DOOR CLOSERS. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES SHALL BE 5 SECONDS MINIMUM. 404.2.72 SPRING HINGES. DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM, MEASURED UNDER AMBIENT CONDITIONS. 404.2.8 DOOR -OPENING FORCE. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPORIATE ADMINISTRATIVE AUTHORITY. THE MAXIMUM FORCE FOR PUSHING OPEN OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: HINGED DOOR 1. INTERIOR HINGED DOOR: 5.0 POUNDS (22.2 N) 2_ SLIDING OR FOLDING DOOR: 5.0 POUNDS (22.2 N) AT EXTERIOR DOORS WHERE ENVIRONMENTAL CONDITIONS REQUIRE A CLOSING PRESSURE GREATER THAN S.5 POUNDS, POWER OPERATED DOORS SHALL BE USED WITHIN THE ACCESSIBLE ROUTE OF TR4 VEL THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. 404.2.9 DOOR SURFACE. DOOR SURFACES WITHIN 10 INCHES (255 MM) OF THE FL OOR, MEASURED VERTICALLY, SHALL BE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN SUCH SURFACE SHALL BE WITHIN INCH (1.6 MM) OF THE SAME PLANE AS THE OTHER. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. EXCEPTIONS: 1. SLIDING DOORS. 2. TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT NO LESS THAN 60 DEGREES FROM THE HORIZONTAL SHALL NOT BE REQUIRED TO MEET THE 10 INCH (255 MM) BOTTOM RAIL HEIGHT REQUIREMENT_ 3. DOORS WHICH DO NOT EXTEND TO WITHIN 10 INCHES (255 MM) OF THE FLOOR OR GROUND.) 404.2.10 VISION LITES. DOORS AND SIDELITES ADJACENT TO DOORS CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE PANEL 43 INCHES (1090 MM) MAXIMUM ABOVE THE FLOOR OR GROUND. EXCEPTION: VISION LITES WITH THE LOWEST PART MORE THAN 66 INCHES (1675 MM) ABOVE THE FLOOR ARE NOT REQUIRED TO COMPLY WITH SECTION 404210. STOP 90° NOTE: X =32" MIN. X =36' MIN. FOR OPENINGS MORE THAN 24" DEEP. FROM FIG. 404.2.3.3 - MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS 32 MIN STOP NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES. FROM FIG. 404.2.3.3 - MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS SLIDING DOOR A 36" MIN FROM FIG. 404.22 -CLEAR WIDTH OF DOORWAYS DOORWAYS WITHOUT DOORS AUTOMATIC CLOSER OF NEC) ROOM IDENTIFICATION (IF NEC) VIEWING PANEL OF NEC) LEVER DOOR HANDLE NOTE: THRESHOLD MAX. HT. 1/2" A.F.F. REQD MOUNTING HT'S NOTE; FLOOR MATT FLUSH WITH FINISHED FLOOR 32" MINIMUM CLEARANCE REQUIRED CLEAR SPACE 24" MIN. EXTERIOR 18" MIN. INTERIOR \ REQUIRED CLEAR SPACE 44" _MN_ NOTE: X = 12" MN. WITH CLOSER AND LATCHSET 1. THE FLOOR OR LANDING ON EA. SIDE OF AN EXIT DOOR SHALL BE LEVEL 1. AND CLEAR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF THE DOOR SWING OF AT LEAST 60" AND LENGTH OPPOSITE THE DIRECTION OF DOOR SWING 44" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. 2. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 1 3" PAST THE STRIKE EDGE FOR INTERIOR DOORS. REQ'D CLEAR SPACE 404.3 AUTOMATIC DOORS. AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WITH SECTION 404.3. FULL POWERED AUTOMATIC DOORS SHALL COMPLY WITH ANSI /13HMA A156.10 LISTED IN SECTIN 105.2.4. POWER ASSIST AND LOW - ENERGY DOORS SHALL COMPLY WITH ANSI/$HMA A156.19 LISTED IN SECTION 105.2.3. EXCEPTION: DOORS, DOORWAYS AND GATES DESIGNED TO BE OPERATED ONLY BY SECURITY PERSONNEL SHALL NOT BE REQURIED TO COMPLY WITH SECTIONS 404.3.2, 404.3.4 AND 404.3.5. 404.3.1 CLEAR OPENING WIDTH. DOORWAYS SHALL HAVE A CLEAR OPENING OF 32 INCHES (815 MM) IN POWER -ON AND POWER -OFF MODE. THE MINIMUM CLEAR WIDTH FOR AUTOMATIC DOOR SYSTEMS SHALL BE BASED ON THE CLEAR OPENING PROVIDED BY ALL LEAFS IN THE OPEN POSITION. 404.3.2 MANEUVERING CLEARANCES. CLEARANCES AT POWER - ASSISTED DOORS SHALL COMPLY WITH SECTION 404.2.3. 404.3.3 THRESHOLDS. THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTION 4042.4. 404.3.4 TWO DOORS IN SERIES. DOORS IN SERIES SHALL COMPLY WITH SECTION 404.2.5. 404.3.5 CONTROL SWITCHES. MANUALLY OPERATED CONTROL SWITCHES SHALL COMPLY WITH SCTION 309. THE CLEAR FLOOR SPACE ADJACENT TO THE CONTROL SWITCH SHALL BE LOCATED BEYOND THE ARC OF THE DOOR SWING. TABLE 40423.1 - MANEUVERING CLEARANCES FOR MANUAL SWINGING DOORS I ADD 5 INCHES (150 MM) IF CLOSER AND LATCH PROVIDED. 2 ADD 6 INCHES (150 MM) IF CLOSER PROVIDED. 3 ADD 12 INCHES (305 MM) BEYOND LATCH IF CLOSER AND LATCH PROVIDED. 4 BEYOND HINGE SIDE. TABLE 404242 - MANEUVERING CLEARANCES FOR SLIDING AND FOLDING DOORS 1 6EYOND POCKET OR HINGE SIDE TABLE 4042.3.3 - MANEUVERING CLEARANCES FOR DOORWAYS WITHOUT DOORS RAMPS (405) 405.1 GENERAL WALKING SURFACES ON ACCESSIBLE ROUTES WITH A RUNNING SLOPE STEEPER THAN 120 ARE RAMPS AND SHALL COMPLY WITH SECTION 405. 4052 SLOPE AND RISE RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. 405.5 CLEAR WIDTH. CLEAR WIDTH OF A RAMP RUN SHALL BE 36 THE INCHES MINIMUM. 405.6 RISE. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES MAXIMUM_ 405.7 LANDINGS. RAMPS SHALL HAVE LANDINGS AT BOTTOM AND TOP OF EACH RUN. LANDINGS SHALL COMPLY WITH SECTIONS 405.7.1 THROUGH 405.7.5, 407.2 WIDTH. CLEAR WIDTH OF LANDINGS SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. 407.3 LENGTH. LANDING LENGTH SHALL BE 60 INCH MINIMUM BY 60 INCH MINIMUM LANDING. 407.4 CHANGE IN DIRECTION. RAMPS THAT CHANGE DIRECTION AT LANDINGS SHALL HAVE A 60 INCH MINIMUM BY 60 INCH MINIMUM LANDING. 405.8 HANDRAILS. RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE HANDRAILS COMPLYING WITH SECTION 505. HANDRAILS SHALL NOT REDUCE THE REQUIRED CLEARANCES OF A RAMP OR LANDING. 4052 EDGE PROTECTION. EDGE PROTECTION COMPLYIMG WITH SECTION 405.9.1 OR 405.9.2 SHALL BE PROVODED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. 405.9.2 CURS OR BARRIER. A CURB OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE PASSAGE OF A 4 -INCH DIAMETER SPHERE BELOW A HEIGHT OF 4 INCHES. 405.10 OUTDOOR CONDITIONS. OUTDOOR RAMPS AND APPROACHES TO RAMPS SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES. 406 CURB RAMPS. 406.1 GENERAL CURB RAMPS ON ACCESSIBLE ROUTES SHALL COMPLY WITH SECTION 406. 4062 SLOPE SLOPES OF CURB RAMPS SHALL COMPLY WITH SECTION 40 406.4 SIDES OF CURB RAMPS. SLOPE OF FLARES SHALL NOT BE STEEPER THAN 1 :10. WHERE THE WIDTH OF THE WALKING SURFACE AT THE TOP OF THE RAMP AND PARALLEL TO THE RUN OF THE RAMP IS LESS THAN 48 INCHES WIDE, THE FLARED SIDES SHALL HAVE A SLOPE NOT STEEPER THAN 1 :12. 496.5 WIDTH. CURB RAMPS SHALL BE 38 INCHES WIDE MINIMUM, EXCLUSIVE OF FLARED SIDES. 406.9 HANDRAILS. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. STAIRWAYS (504) 504.1 GENERAL ACCESSIBLE STAIRS SHALL COMPLY WITH SECTION 504. 504.2 TREADS AND RISERS. ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTH. RISERS SHALL BE 4 INCHES (100 MM} MINIMUM AND 7 INCHES (180 MM) MAXIMUM I NHEIGHT. TREADS SHALL BE 11 INCHES (280 "MM) MINIMUM IN DEPTH. 504.3 OPEN RISERS. OPEN RISERS SHALL NOT BE PERMITTED, 0 1 1" MIN_ i FROM FIG. 504.2 - TREADS AND RISERS FOR ACCESSIBLE STAIRWAYS 504.5 NOSINGS. THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE 1/2 INCH (13 MM) MAXIMUM. NOSINGS THAT PROJECT BEYOND RISERS SHALL HAVE THE UNDERSIDE OF THE LEADING EDGE CURVED OR BEVELED. RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN ANGLE OF 30 DEGREES MAXIMUM FROM VERTICAL THE PERMITTED PROJECTION OF THE NOSING SHALL BE 1 1/2 INCHES (35 MM) MAXIMUM BEYOND THE TREAD BELOW. THE LEADING 2 INCHES (51 MM) OF THE TREAD SHALL HAVE A VISUAL CONTRAST OF DARK -ON -LIGHT OR LIGHT -ON -DARK FROMTHE REMAINDER OF THE TREAD. 504.6 HANDRAILS. STAIRS SHALL HAVE HANDRAILS COMPLYING WITH SECTION 505. 504.9 STAAR LEVEL IDENTIFICATION. STAIR LEVEL IDENTIFICATION SIGNS IN TACTILE CHARACTERS COMPLYING WITH SECTION 703.3 SHALL BE LOCATED AT EACH FLOOR LEVEL LANDING IN ALL ENCLOSED STAIRWAYS ADJACENT TO THE DOOR LEADING FROM THE STAIRWILL INTO THE CORRIDOR TO IDENTIFY THE FLOOR LEVEL. THE EXIT DOOR SIDCHARGING TO THE OUTSIDE OR TOTHE LEVEL OF EXIT DISCI SHALL HAVE A TACTILE SIGN STATING "EXIT". HANDRAILS (505) 505.1 GENERAL. HANDRAILS REQUIRED BY ECTION 405.8 FOR RAMPS OR SECTION 504.6 FOR STAIRS SHALL COMPLY WITH SECTION 505. 5052 LOCATION. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS. 505.3 CONTINUITY, HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS OR RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS. OTHER HANDRAILS SHALL COMPLY WITH 505.10 AND 307. 505.4 HEIGHT. TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES (8655 MM) MINIMUM AND 38 INCHES (965 MM)MAXIMUM VERTICALLY ABOVE STAIR NOSINGS, RAMP SURFACES AND WALKING SURFACES, HANDRAILS SHALL BE AT A CONSISTENT HEIGHT ABOVE STAIR NOSINGS AND RAMP SURFACES. 505.5 CLEARANCE. CLEAR SPACE BETWEEN HANDRAIL AND WALL SHALL BE 1 112" INCHES (38 MM)MINIMUM. 605.5 GRIPPING SURFACE. GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTION BY NEWEL POSTS, ORTHER CONSTRUCTION ELEMENTS OR OBSTRUCTIONS. 505.7 CROSS SECTION. HANDRAILS SHALL HAVE A CROSS SECTION COMPLYING WITH SECTION 505.7.1 OR 505.72 505.7.1 CIRCULAR CROSS SECTION. T HAN �R All 1S WI HA CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF 1 Y4 INCHES (32 MM ) MINUMUM AND 2 505.7.1 NON-CIRCULAR CROSS SECTIONS. HANDRAILS WITH NON- CIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIMENSION OF 4 INCHES (100MM) MINIMUM AND 6 1/4 INCHES (160 MM) MAXIMUM, AND A CROSS - SECTION DIMENSION OF 2 R4 INCHES (57 MM) MAXIMUM_ 505.8 SURFACES. HANDRAILS AND ANY WALL OR OTHER SURFACES ADJACENT TO THEM, SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL BE ROUNDED. 505.9 FITTINGS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 505.10 HANDRAIL EXTENSIONS. HANDRAILS SHALL EXTENSD BEYOND AND IN THE SAME DIRECTION OF STAIR FLIGHTS AND RAMP RUNS IN ACCORDANCE WITH SECTION 505.10. 505.10.1 TOP AND BOTTOM EXTENSION AT RAMPS. RAMP HANDRAILS SHALL EXTEND HORIZONTALLY 12 INCHES (305 MM) MINIMUM BEYOND THE TOP AND BOTTOM OF RAMP RUMS. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR FLOOR, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AND ADJACENT RAMP RUN_ 505.102 TOP EXTENSION AT STAIRS. AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES (305 MM) MINIMUM BEGINNING DIRECTLY ABOVE THE LANDING NOSING_ EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE FLOOR, ORTHE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. 505.10.3 BOTTOM EXTENSION AT STAIRS. AT THE BOTTOM OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FORA HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE BOTTOM TREAD NOSING. EXTENSIONS SHALL RETURN TO THE WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. RAMP STAIRS 1 112" ` 1 1/4"-2 MIN. .�r ~ ti 1 �•��� cis ti!•I,� I ISOMETRIC VIEW - 2 ISOMETRIC VIEW SECTION REQUIRED INTERMEDIATE LANDING EEE E NE NS- ea" REQUIRED LANDING TACTILE WARNING HANDRAIL EkTENSION RETURN TO WALL REQUIRED LANDING TACTILE WARNING STAIRWAY SETBACK REQUIRED TOP LANDING HANDRAIL EXTENSION RETURN TO WALL TACTILE WARNING REQUIRED BOTTOM LANDING A ENTIRE SHEET REVISED SCALE: >� SCHEMATIC ACCESSIBILITY STANDARDS S N.T.S. �� RECEIVED APR 17 2008 PERMIT CENTER THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS FIELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS D CLUSIVE PROPERTY or DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENS PACO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS 'ISSUED FOR CONSTRUC ION° AND SIGNED/ SEALED BY THE ARCHITECT. J OEYS 7 MAR. 14/08 7 FEB. 8/08 7 JAN. 29/08 NOV. 30/07 NOV. 1/07 OCT. 9/07 SEP. 13/07 DATE DENIS TURCO ARCHITECT AIA Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE Tukwila, WA 8871 SHEET TITLE: ADA REQUIREMENTS FILE NO.: DATE: SCALE: DRAWN BY: CHECKED BY: SHEET NO.: REM: `' V,D ? C:ITEC' DENIS TURCO STATIC OF WASHING DATE LAST REVISED: MAR. 14/08 ISSUED FOR CONSTRUCTION DT CORRECTION LE I I ER #2 DT CORRECTION LETTER #1 DT REVISED FOR BUILDING PERMIT DT ISSUED FOR BUILDING PERMIT DT ISSUED FOR COORDINATION DT HEALTH PERMIT DT REVISIONS BY 07164 JUN. 2007 AS NOTED EO /TF DT NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. A 0.2 r- • .z1 - \ \ \ \ • \ \ \ \ \ \ \ • • • • . \ '\ ' \ • \ '\ • • ' \ ' \ \ '\ ' \ \ ' \ •\ • \ \ \ \ \ \ \ \. \ \, .\ \. \ .;�, • \ \, \ \ \ \ • •. • N. ^ \. '\ \ \ N. N. \ \ \ H Fr t1I.'" \ • ;.\ \ \ \ / / / / / SITE PLAN 1/16 " = 1' a' ;O; i .',..v • \ \ \ \ \ .\ \ • ' \ \ .\ \ \• \• \• \ \. '1 \\ \. • \ \ '\ \• \ •\ '\ '\ \ \. \, \ \. \ \•\ \•\ \• . \ . • \ . \ , \ . \ • \ \ . \ , \• \ \ • flT -._\ \ . \. •\ \. \. \ # (3R;PiT10 DE \. \ \• \�A�0 1, SEE `L k..L L��__1__J 0 4?o { : 9 2 / / / i // / / f f / // f / f ; // / / // f // /. / / I/ / S OR P 5" Q * P..,' (K F NG R ALL LANDSCAPING/ PLANTING, EE SEPARATE PERMIT BY WESTFIELD CORPORATION SOUTHCENTER ... r.:.:$? i?::::F :. tit :.n:......, diUMMMINUMEnnagaM .. ±::f lQ:?i: ?i:?ir ? {.: {:ii.: is::.'- :: ^ . +il:i::e ?iii's:•'sf { r O '/A X /'• / / , ,/ j F., 6" CURB STARTS FROM THIS PT. )01z4e • NOTE: EXISTING SITE PLAN/ PLANTING & BUILDING INFO BASED ON PREVIOUSLY APPROVED DRAWINGS FOR SOUTHCENTER MALL, SEATTLE, PROVIDED BY WESTFIELD CORPORATION- TENANT COORDINATION- SOUTHCENTER APR 172 4-)ERMIT CENTER THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC, IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS EXCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENIS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS °ISSUED FOR CONSTRUCTION' AND SIGNED/ SEALED BY THE ARCHITECT. jOE"Ys MAR, 14/08 FEB. 8/08 JAN. 29/08 NOV, 30/07 NOV, 1/07 OCT. 9/07 SEP. 13/07 DATE Tukwila, WA SHEET TITLE: FILE NO.: DATE: SCALE: DRAWN BY: CHECKED BY: SHEET NO.: DATE LAST REVISED: v 1 ---- ISSUED FOR CONSTRUCTION DT CORRECTION LETTER #2 DT CORRECTION LETTER #1 DT REVISED FOR BUILDING PERMIT DT ISSUED FOR BUILDING PERMIT DT ISSUED FOR COORDINATION DT HEALTH PERMIT DT REVISIONS BY Suite 277-780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office@dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE SITE/ PLANTING PLAN 07164 JUN. 2007 AS NOTED DT NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. A 0.3 MAR. 14/08 rn� NLY SEE Al .2 FOR CONTINUATIO FOR THIS AREA Lo 15.8 G. KI CHEN F NI H FL••R TO BE INSTALLED OVER FLEXIBLE WATERPROOFING MEMBRANE AT JOINTS BETWEEN FLOOR AND WALL (AND WILL RUN UP THE WALL MIN. 12 "). SEE DETAIL 5 /AG.3. 7. RESTROOMS: CERAMIC TILE TO BE INSTALLED OVER FLEXIBLE WATERPROOFING MEMBRANE AT JOINTS BETWEEN FLOOR/ WALL, AND WILL RUN UP THE WALL MIN. 4 "), SEE DETAIL 5 /AG.3. • NOTES: I . REFER TO ID DWGS FOR ALL INTERIOR FINISHES AND MILLWORK. 2. REFER TO KITCHEN DWGS FOR ALL KITCHEN AND BAR EQUIPMENT. 3. REFER TO PLUMBING DWGS FOR ALL FLOOR DRAIN TYPES/ LOCATIONS. 4. PROVIDE 4 "X4 "X4' I OGA. 55 CORNER GUARDS ON OUTSIDE CORNERS OF ALCOVE TO KITCHEN DOOR TO NOKTH CORRIDOR. 5. PROVIDE KITCHEN DOOR SIGNAGE (CORRIDOR SIDE) AS PER LL'S RECOMENDATIONS: 2" HIGH, DIE CUT, VANDAL PROOF, WHITE HELVETICA BLOCK STYLE LETTERS ON RED BACKGROUND, OUNTED 5'0" AFF, CENTS" D O► F 5. ALL PIMEN5I•N TO BE VERIFIED PRIOR TO FRAMING. ANY DISCREPANCIES FROM SITE TO BE REPORTED TO ARCHITECT. WOOD FINISH (SEE ID DWGS) EiI I: FLOOR PLAN 1 /4" = 1 , -0 „ n io L_ EXISTING CRU F.D F.S FOR BAR EQUIPMENT SEE KITCHEN DRAWINGS FD /F.S •: F. F, D '; / 14' -34" 14' -51" vE W F.D /F.S 16.4 r F.D /F.S 0) 0 CD STAFF 6' -1 L�! STAFF OFFICE 6' 11" 7 R/3 15' -1" F.D l C S F f / / 6' -0" W1 4' -5" 11' -5" / ATM MACHINE SUPPLIED BY OWNER/ CONTRACTOR TO CONFIRM SIZE N .D /F.Sb SERVICE ROOM s' -9" 1 / 4' -1 7' -O" RWL FRO CANOPY ABOVE (SEE MECH DWGS) " / 2' -7 / / " KITCHEN STORAGE CLOSET 5' -9" W / / W1I // W1 / / 1 14' -1 7 -4" LIQ JOR STORAGE & )ISP Y r_3" WOOD FINISH (SEE ...ID DWGS) 0) BREEZE BLOCK DETAILS PROVIDE P.E. SIGN & SEAL To W3 LINEN STOR. W1 F RIVATE PARTY ROOM /F 3' -1" F. D 1 AIL Ito!" VA 5' 7 " M 5' 7 2 0 4' -0" . CLEAR 6' -6" 8 1 A6.1 4 -5" 1 W1 0 Co 13' -q- 1 - 9 " 14' -5i" FOR KITCHEN EQUIPMENT SEE KITCHEN DRAWINGS 1 TEMPEF ED GLAZED WatI ON MILWORK PROVID P.E SIGN & SEAL 1 -\ 1 1 1 1 1 1 1 1 24' -11" 1 BREEZEBL:OCK, REFER TO ID. PROVIDE P.E. SIGN &SEAL 1 1 1 F. D F,D S 20' -O" FOR FURNISHINGS AND INTERIOR DETAILS, SEE INTERIOR DESIGN DRAWINGS 19' -o" R/6 11'-1 " IT�:F#EN �' DRAW:I'NGS F.D F.S • F, D /FS FO :A 1IP�?tENT. 5. 8.3 " -2 " WOOD FINISH (SEE ID DWGS) 4' -5" /F.S 14' -1" 5 O F.D W1 F. D /F.S /F.S 5' -4" CLEAR TV NICHE_ SEE ID DWGS i0 SEE Al .2 FOR CONTINUATION FOR THIS AREA F.D F. CLOSET W1 NLF F.D O \ UNIVERSAL WASHROOM 0 I cn t EXISTING EXIT CORRIDOR A OSER & LATCH REO'D. -4 " EXISTING CRU WOMEN'S WASHROOM 3' -10" 1 10' -11" MEN'S WASHROOM 18 • 5' -8" HWST 3B 0= 0 cfD 0 rn W3A RECEIVEP APR 17 2008 PERMIT CENTEh THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS EXCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENIS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS ISSUED FOR CONSTRUCTION' AND SIGNED/ SEALED BY THE ARCHITECT. JOEYS w 2 A4.1 MAC. 14/08 FEB. 8/08 JAN. 29/08 NOV. 30/07 NO,/. 1/07 OCT. 9/07 SEP. 13/07 DATE DENIS TURCO ARCHITECT AIA Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE Tukwila, WA SHEET TITLE: FLOOR PLAN FILE NO.: DATE: SCALE: DRAWN BY: CHECKED BY: NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. SHEET NO.: r DATE LAST REVISED: REGISTERED .2 HITECT ANTIS Tth CO STATE OF S 1INGTON ISSUED FOR CONSTRUCTION DT CORRECTION LETTER #2 DT CORRECTION LETTER #1 DT REVISED FOR BUILDING PERMIT DT ISSUED FOR BUILDING PERMIT DT ISSUED FOR COORDINATION DT HEALTH PERMIT DT REVISIONS BY 07164 JUN. 2007 AS NOTED EO/TF DT Ali MAR. 14/08 FROM: IN & FI STAR PIGMENTS ERS WWW.INTER ADMIXTURES AR CA EA HARDW Y OUTLINE OF CANOPY OVER 3'6" HIGH (TYP) TEMPER GLASS ENCLOSURE. PROVIDE P.E. SIGNED & SEALED SHOP DWGS. LIGHT FIXTURE (TYP 0 EACH PLASTER) BROOM FINISH t. .. f, SCORED LINES TO MATCH PATIO EDG PILASTERS 3'6' HIGH (TYP) TEMPER GLASS ENCLOSURE. PROVIDE P.E. SIGNED & SEALED SHOP DWGS. INO TREWS STRUCTURE (SEE STRUCT) SEE A1.1 FOR FOR THIS AR C. TINU TIO MECH. VENT DETAIL 1 /A6.3 TREWS STRUCTURE ;SEE STRUCT) PA110 UGHTS (SEE ELECT) E MECH. /PLU \\ \ \ \ \WINDOW WALL BELOW \\ C ROOF PLAN (PATIO) 1/4" = 1'-0" PATIO PLAN 1/4" 1'-0" CONNECT TO RWL AS PE MECH. DWGS INSULATION AROUND RWL FROM CANOPY ABOVE CO SEE Al .1 FOR CONTINUATION FOR THIS AREA DiD gib WINDOW WALL BELOW e J OEYS SCORED LINES TO MATCH PATIO EDGE/ 8871 PILASTERS \ 1. RECEIVED APR 172 I Iti THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS EXCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WRH THE PERMISSION OF DENIS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS 'ISSUED FOR CONSTRUCTION' AND SIGNED/ SEALED BY THE ARCHITECT. Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE / \ ui wila, WA 4 6 SHEET TITLE: FILE NO.: DATE: PERMIT CENTER SCALE: DRAWN BY: CHECKED BY: MAR. 14/08 ISSUED FOR CONSTRUCTION DT FEB. 8/08 CORRECTION LETTER #2 DT JAN. 29/08 CORRECTION LETTER #1 DT NOV. 30/07 REVISED FOR BUILDING PERMIT DT NOV. 1/07 ISSUED FOR BUILDING PERMIT DT OCT. 9/07 ISSUED FOR COORDINATION DT SEP. 13/07 HEALTH PERMIT DT DATE REVISIONS BY DENIS TURCO ARCHITECT AIA PATIO PLAN ROOF/ TRELLIS PLAN NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. SHEET NO.: DATE LAST REVISED: DENIS TURCO STATE OF WASHING 07164 JUN. 2007 AS NOTED EO /TF DT A 1.2 MAR. 14/08 VERTICAL ROPO1UNEAR) LIGHTING (SEE ID DW METAL HEADER FRAME AROUND OPENING I I 1 1 1 1 1 F 1 I I 1 '[[ .A A 4 MENA marali= isb A __ ab\ r � A �E "I.� ammr A _�� L dm , 12' -O "r ■/I wimim wow ANIMMOTAL NOTES: 1. LIGHTING Fl REFERENCE. RE FOR FIXTURE 2. REFER TO H DIFFUSERS TYP IRES SHOWN ONLY FOR :R TO ID & ELECT. DWGS ES AND EX/4CT LOCATION. DWGS FQR ALL GRILLES/ & LOCATIONS. Lrivlr, PROVIDE E 1 ECTRICAL nl ITT LT 1 o'- � . r L. - -----� - I t "� E 3 CEILING BULKHEAfj LINEAR LIGHTING , _ TV IVNIT S PORT FRO STRUCTURE ABpvE. rI! PROIDE P.E. SIGN & I I WALL COVER ON 3 RATED GWB CEILING I ---- 3 BEHIND (SEE ID DWGS) — UGH ki.damilai 1 17 TING 1 — TOP B=LO' \A TOP � T D W B ULKHE . v: r, ELEr;TRICAL OUTLET FLORESCENT LIGHTING UNDEP 'v'ALLi'ICE TED-- TABLE L AMP, PROVIDE ELECTF OUTLET 1REFL'ECTED CkING PLAN 1/4" = 1 -0" FLORESCENT LIGHTING LINDER VAI FITTE TBD-- SEE A1.2 FOR CANOPY OVER PLUG IN UGHT BOX PROVIDE ELEC. OUTLET IS RECEIVE APR 17 2008 PERMIT CENTER THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS D(CLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENIS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS ISSUED FOR CONSTRUCTION" AND SIGNED/ SEALED BY THE ARCHITECT. J OEYS AR. 14/08 FEB, 8 /08 JAN. 29/08 NOV. 30/07 NOV. 1/07 OCT. 9/07 SEP. 13/07 DATE Tukwila, WA SHEET TITLE: FILE NO.: DATE: SCALE: DRAWN BY: CHECKED BY: SHEET NO.: DATE LAST REVISED: REGISTERED TECT �]IA DENIS TURC STAT,$ OF WASH ISSUED FOR CONSTRUCTION DT CORRECTION LETTER #2 DT CORRECTION LETTER #1 DT REVISED FOR BUILDING PERMIT DT ISSUED FOR BUILDING PERMIT DT ISSUED FOR COORDINATION DT HEALTH PERMIT DT REVISIONS BY DENIS TURCO ARCHITECT AIA Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE REFLECTED CEILING PLAN 07164 JUN. 2007 AS NOTED EO/TF DT NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. A2.1 MAR. 14/08 i : 1-1 1 1 14\ _ 410..0 9 lipi: Em VERTICAL ROPO1UNEAR) LIGHTING (SEE ID DW METAL HEADER FRAME AROUND OPENING I I 1 1 1 1 1 F 1 I I 1 '[[ .A A 4 MENA marali= isb A __ ab\ r � A �E "I.� ammr A _�� L dm , 12' -O "r ■/I wimim wow ANIMMOTAL NOTES: 1. LIGHTING Fl REFERENCE. RE FOR FIXTURE 2. REFER TO H DIFFUSERS TYP IRES SHOWN ONLY FOR :R TO ID & ELECT. DWGS ES AND EX/4CT LOCATION. DWGS FQR ALL GRILLES/ & LOCATIONS. Lrivlr, PROVIDE E 1 ECTRICAL nl ITT LT 1 o'- � . r L. - -----� - I t "� E 3 CEILING BULKHEAfj LINEAR LIGHTING , _ TV IVNIT S PORT FRO STRUCTURE ABpvE. rI! PROIDE P.E. SIGN & I I WALL COVER ON 3 RATED GWB CEILING I ---- 3 BEHIND (SEE ID DWGS) — UGH ki.damilai 1 17 TING 1 — TOP B=LO' \A TOP � T D W B ULKHE . v: r, ELEr;TRICAL OUTLET FLORESCENT LIGHTING UNDEP 'v'ALLi'ICE TED-- TABLE L AMP, PROVIDE ELECTF OUTLET 1REFL'ECTED CkING PLAN 1/4" = 1 -0" FLORESCENT LIGHTING LINDER VAI FITTE TBD-- SEE A1.2 FOR CANOPY OVER PLUG IN UGHT BOX PROVIDE ELEC. OUTLET IS RECEIVE APR 17 2008 PERMIT CENTER THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS D(CLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENIS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS ISSUED FOR CONSTRUCTION" AND SIGNED/ SEALED BY THE ARCHITECT. J OEYS AR. 14/08 FEB, 8 /08 JAN. 29/08 NOV. 30/07 NOV. 1/07 OCT. 9/07 SEP. 13/07 DATE Tukwila, WA SHEET TITLE: FILE NO.: DATE: SCALE: DRAWN BY: CHECKED BY: SHEET NO.: DATE LAST REVISED: REGISTERED TECT �]IA DENIS TURC STAT,$ OF WASH ISSUED FOR CONSTRUCTION DT CORRECTION LETTER #2 DT CORRECTION LETTER #1 DT REVISED FOR BUILDING PERMIT DT ISSUED FOR BUILDING PERMIT DT ISSUED FOR COORDINATION DT HEALTH PERMIT DT REVISIONS BY DENIS TURCO ARCHITECT AIA Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE REFLECTED CEILING PLAN 07164 JUN. 2007 AS NOTED EO/TF DT NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. A2.1 MAR. 14/08 W z LAB CONNECTION - SEE STRUCT. SECTION A -A 1 /4" = 1'-0" UPPER DINING SUSPENDED CEILING (SEE ID DOCUMENTS) atim nttttt/tttr t vtattattrte e � fT 7Tftf lfftfP ►ltttt ►Pt1f 11 1fP1TP1PttP ►"P11t ► ♦ttfttPttftttY tt PrtettPttPtf ttP ►1P ►TP►1P91P ►PttPttPt ttf►1PttPYt4 ¢ i ttttPttP t t • P P P YT Y4 ► t ►PttP ►tP ►fP ►/f 1PttP ►tt ►t ►tPl ►PPt �ttPit4f'rittPttittY tYt ti t ♦ rT rP�►ett r ►etle tPrTe ►P / ►P tP ¢ itt t t t tt 7 / eY►erPe Tt ►1¢ ►tetT ►¢¢►¢ t10 ► ►i►tt ►tt ►t ►t + ►ltYttttittt ►PY tYtiP /ti ► a►t t ►Tr ►07►ttfa ►t►11a ►1f ►a ►ta ►t7 ►t8 �it fattaf► Y/ taf78tat1aYtbttitii► 0r► tr ►Yrtitiatartat ►ira8fiattYtt ►tf PTa ►f I►a► /ttralOf /YY /TY1 ii dAAiddi ►dAddiddAdd AdA• ► rT ere ► r►evler► terra ►rP P►r¢veT ►er►av►vrr¢re ► ev1¢ arvr►¢► ev► vv► a►►¢► evrPV►¢ v►¢ ata►t a► va► av► avtarvar vvevara ►taova ►va►av►a►raYVa►vvTP/ iddlbiAddAAAAAAdiAdiAAAAAAAA diAdiidldiAiiAdiddidd lLAdAA1AddAAA AAAiA 1 i i�iiiliAAAAdiidddiddAddiAAAAAAdAAdA ►dAAdAiAddAAAAAdAAdiidiiiAiildi AAAAAAddAAAAAAAdiAdAidldiidi AddddAAAAdiidiAdiidAdAAdAAdiddAAd OddAd�AdidAAAaAAAAAA .,..:. :. ... .. .. ..... :. .. :. .... ,. .. .. .. ... ...... .......... ,. ..... ... ..... AiidA AAf IdAAd AAf1 ... .. ,. X T 1�.. .��1 L Vint i BLOCK WALL ASSEMBLY PROVIDE STRUCT. SIGN & SEAL PRIVATE DINING • TEMP. \LAS • PARTITION ON • NIT. PROVIDE P.E. SIGN & SEAL FOR SUPPORT/ INSTALLATION PER MANUF'S INSTRUCTIONS. :X / \'- 74;04 ra REFER TO ID DWGS. FOR INTERIOR ELEVATIONS & FINISHES '. • UN IVERSAL WC NOTE: ALL WOOD SHALL BE FIRE RETARDANT TREATED. SEE STRUC . DWGS FOR FOOTING/ 'OUNDATIONS 0-Li/e0 • • T -BAR CEIUNG LIQUOR STORAGE DINING ROOM REFER TO ID DWG$. FOR INTERIOR ELEVATIONS & FINISHES YATATIATAa4al YAY9T00000000RYAYAtA IATATATA 70 OTAtAPLTA¢ At0► RAtA ¢9YA►APdYATAriTAIdTIIPRtfYAtAV Idti AtAtSSATd; AT► PASAtAPisAtArASAtAfA AtA OYiYA lerdY9P1 WAYIYitRR' AAA► AYdt0000RtdTLT4TArAtATitAYATA AYi 'AYAYAYAYAtAtAtA►►tAtA A► itAYAtAVA9AV A9AYAYA9AtAYAtA¢ A► A► AtiYAtA¢ 0tA► AtAtAYAYA► ►rAYAtATOtAVIAtdrAYAYitAYdtitAM W A T, 9 'I 7A tATA9AtdtA9A► A9ATA/ NAiAYAtA► iYAtA► aYA►, 9AYA1, 9AYA► A9A¢ A► AYA ¢drA9APd9A9Aed9APAYA9AtdYA9AN, IdYA9AY+► 94Y017SAtdYa9AYiTA9AYA94► AYA94YA► 6TATi¢+ 09AYJ9A9ir +►YAtA►i9AYiY19AtAtAeitii V l I A - 09 i e l e A Y i Y19 A Y i 919 A Y A Y A Y A ♦ AY 110 :: rigii ;• .. .:. ist agt 61 --- r vt BEER COOLER KITCHEN • • ..a, .,.■ + i ia 'Y,• . 4Y, n..� > =:.S a:rv.ah'I:'. 4aX']:.•. iK .. H?tci`.�•.:.a ^•.yx r:hq ^ ).• - • v 1 1 ' ! - -: )! r. tik w ' A -.nS -. Y,..,.a,�1. �i• ":�: 1M :•:ti` -W '.A':. h-�] >•:t'�w:>� a�] ?'l�.: A.tirt�:' `a': %'Qw4v.0 .c.. ::S++v`Y.4".o.Na-�n::.t .4.: o.:] s n � X fJ j \•\ / Y / / • Y X X III 1 I I 1 I I 1 I ITT I I - - -i I I� - — x •_ . •• . _. _ - _ - - _ _ _ - — — - - - III -1 rl - -m -I n -n I- III -n I_I n_I - - - - — — III -I 1 -1 11 I- III -III 1 -111 =1 1 -1 1 =1 -I I i 1 m = m = m = 1 1 = m = n 1 = 1 L_ m n 1 - —III— I II I II I I I II III- I II - II - II - III - II - III - II - III =111= III = 111 111. ..111 - III - III — III - III - III - III - III -III- 1 — III — I 1 -1I — I I — III I - -III- I- I- - -I - I - I -1 I- 1 - 111 -111- 111 = 111 111 = 111 = 111 -111 111 111 111 111 111 111 I- 1 1 = • - = - 111 - 1 - I - I - =I -111 -111 -1 1= 111. =111 =111= 11 - 111 - 111 - 111 - 111 - 111 - 111 - 111 - 111 =111 -I ` . 11 SUSPENDED CEIUNG (SEE ID DOCUMENTS/ STRUCTURAL CALCULATIONS) ITING s■ 11 =1 11 =1 11 =11 _I 1 =11 hI 11 —I 11 =1 1 1= 111 = 111 = 111 = 111 =111 =1 11 =1 I =111 111= 111 =111 11 111 111 111 1111 III =111 11111111111 = 111 =111 II ll 1 N OTE: ALL WOOD SHALL BE FIRE RETARDANT TREATED. �. METAL ROOFING I I III . III I I_.. I II 111 — III — I II I — II__ �II .. I -III -1 I-I I -III -I 1- III - III - III - I II - II — III — III — III —III III — II — III ---III III— I— III —III 1 iii =1 =1 = =1 —I =1 el — — - — — — — — — — — — — - II - III - II - IIII - III 1 I I III =1 I - III III =1 I I III III =1 I I— III — III — III — III — III — III =1 I I— III — III =1 I I =1 I I =1 I I I I III III =1 11= I 1 =1 1 = 11 =11 1 1 1 1 =1 I I I 1 =1 1 =1 1 — III — I 1 I I I -111 =1 I. -I 11= 11 -1 1 =11 I -11 1 I -I 1 hI 11 =1 ILL X 111- 111 ;111 1117.111 111.71 I1 =11 x111 =111 -III 111E1117111= 111-111•_111. -111_1 I = 1 -1 - - - 11= 111 = 111 = 111 = 111= 111 =111- 111 =111 =1 1 =1 _J SLAB CONNECTION - SEE STRUCT. SECOND LEVEL a EL. +46.85 �P GROUND LEVEL alb EL. +28.85' RECEWWEF APR 17 2005 PERMIT CENTEF THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC. IMMEDIATELY, COPYRIGHT RESERVED . THIS DRAWING IS EXCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENIS 71IRCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT. I THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS ISSUED FOR CONSTRUCTION° AND SIGNED/ SEALED BY THE ARCHITECT. W OEVS W J I MAR. 14/08 FEB. 8/08 JAN. 29/08 NOV. 30/07 NOV. 1/07 OCT. 9/07 SEP. 13/07 DATE Tukwila, WA SHEET TITLE: FILE NO.: DATE: SCALE: DRAWN BY: CHECKED BY: SHEET NO.: DATE LAST REVISED: 2 ISSUED FOR CONSTRUCTION DT CORRECTION LETTER #2 DT CORRECTION LETTER #1 DT REVISED FOR BUILDING PERMIT DT ISSUED FOR BUILDING PERMIT DT ISSUED FOR COORDINATION DT HEALTH PERMIT DT REVISIONS BY DENIS TURCO ARCHITECT AIA Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office@dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE BUILDING SECTIONS 07164 JUN. 2007 AS NOTED EO/TF DT NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. A 4. MAR. 14/08 3 SECTION B —B 1 IT = 1'-0'• SEE STRUCT. DWGS FOR FOOTING/ FOUNDATIONS = - =r `• "_ 4.2 } • CD EXTERIOR WALL @ PLATF RM � _ � v2° =`r =o� .♦`'`'* ��� *.`.., �� ��� l ��� 1 �...�.� ! *. � q � * �� 91 - - 1 _. REPRESI.TSTRIJCTU WORK IY';. 7THERS VENT STRIP SEE STRUCT. DWGS FOR FOOTING/ FOUNDATIONS EXI BY CO INS CA 10 A6.1 BEAM NECTIONS SEE I:JCT DWGS TING (SHADED AREA) LL. CONTRACTOR TO RDINATE STONE ALLATION W/ STONE ABOVE. n STEEL STUDS PER STRUCT.DWGS 5 /8" DENSGLASS GOLD SHEATHING WATERPROOFING MEMBRANE METAL LATH TH ONE`` LAD�NG � 1 Th - ` ��'`!'' � A PAVA�o�O�OMPIMPINIW ♦W 'M ' O ��V� %' AI . • NEI HATCHED :.ARE REPRESENTS'' STRUCTURE CONTINUOUS W ATERPROOFING &FLASHING AROIINn RFAM SUSPENDED HEATERS– SE SECTION D —D 1 1 ---• •- 1 I I- 1 11 1/T = 1' -0° 1 REP I✓ $EMT 'S TRUCTU ERs WOOD BEAM BEHIND 2'- I JG NAGE ON METAL CLADDING SEE STRUCT. DWGS FOR CONNECTIONS 1 1 1 SEE STRUCT. DWGS FOR FOOTING/ FOUNDATIONS BEAM CONNECTION TO BLDG– SEE STRUCT. DWGS. CONTRACTOR TO COORDINATE W/ BUILDING STRUCTURE i I\/ 9.: \ / • SEEASTR U CT; 5 � 4TIO S l ii i J SLOPE GUTTER 0 RWL – SEE MECH. DWGS (. NOTE: ALL WOOD SHALL BE FIRE RETARDANT TREATED. POT LIGHTS (SEE ELEC. DWG) - -I —I I I- I JJ -- . u�. BEAM (TYP. 7 LOCATIONS SEE STRUCT. DWGS) SECOND LEVEL pi EL. +46.85' 441 GROUND LEVEL odi Fl +78 R5' 4 X6.1 TYP. ENTRY CANOPY SECTION 1 /2" = 1' RECEIVE APR 17 2Out PERMIT CENTS, THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS EXCLUSNE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENIS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS 'ISSUED FOR CONSTRUCTION" AND SIGNED/ SEALED BY THE ARCHITECT. J OEY MAR.14/08 FEB. 8/08 V JAN. 29/08 NOV. 30/07 NOV. 1/07 OCT, 9/07 SEP. 13/07 Tukwila, WA FILE NO.: DATE: SCALE: DRAWN BY: CHECKED BY: SHEET NO.: ss�s REGT_STERED DENIS TORCO STATE O&' WASHING ISSUED FOR CONSTRUCTION DT CORRECTION LE I I ER #2 DT CORRECTION LETTER #1 DT REVISED FOR BUILDING PERMIT DT ISSUED FOR BUILDING PERMIT DT ISSUED FOR COORDINATION DT HEALTH PERMIT DT DATE REVISIONS BY DENIS TURCO ARCHITECT AIA Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE SHEET TITLE: SECTIONS/ DETAILS 07164 JUN. 2007 AS NOTED EO /TF DT NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. A 4.2 DATE LAST REVISED: MAR. 14/08 — SECOND LEVEL . 11 - ....... dlitk TOP OF CANPOY 1 TOP OF TRELLIS ‘' . +40. TOP OF FENCE Ant GROUND LEVEL b 1 In SECOND LEVEL . 11 TOP OF CANPOY TOP OF TRELLIS ‘' TOP OF FENCE El -C GROUND LEVEL Y 0 RELLIS AND PATIO ENCLOSURE NO SHOWN FOR CLARITY SEE BELOW TRELLIS ELEVATION CD MAIN ELEVATION 1/8= 1 1 ' • ' • ,,, .. • ... • . • E L 1/8" = 1'-0" :: :I• :: I":::-.I - ..: - - : I I: : -I :: :: :: :: -..: • I: I: .. .. . , .. . . -. .., 3 3 A . . .. • • - • -• • • • ..• ".• . ••• P • :: , : : .„ . -: I. I . :I. I. :". ::. :: ! .." • i: ''...-•• "..." ".•:" "I :: :I: : -;:: :-..: ::: -::: ,..„ .., „„ .,.:,. :: ..-..• .-: :: ::: : :-.,' ::: ';,:. • • • • • • OP 0 pon 11' 2 3/e 5' 5' 5' TOP OF CANPOY TOP OF TRELLIS TOP OF FENCE 10 I CNN. 17 AC 5' LEGEND: 1. STONE CLADDING 2. ANODIZED BRONZE STOREFRONTS 0 • • 4. STONE CLADDING PILASTERS W/ METAL FLASHING CAP 5. TEMPERED GLASS ENCLOSURE W/ ALUMIN POST E CLADDING 7. WOOD TRELLIS STRUCTURE ' (BY OTHERS) 5' (BY OTHERS) 5' 5' S RECEIVF APR 1 7 20015 PERMIT CENTL CHECKED BY: THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VEPJFY ALL DIMENSIONS, DATUMS. AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED THIS DRAWING IS EXCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENIS TURCO ARCHITECT INC„ IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS 'ISSUED FOR CONSTRUCTION R AND SIGNED/ SEALED BY THE ARCHITECT. j 0 EYS MAR. 14/08 FEB 8/08 JAN. 29/08 NOV. 30/07 NOV. 1/07 OCT, 9/07 SEP. 13/07 DATE DENIS TURCO ARCHITECT AIA Suite 277-780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 F: office@dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE Tukwila, WA SHEET TITLE: BUILDING ELEVATIONS FILE NO.: DATE: SCALE: DRAWN BY: NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. SHEET NO.: DATE LAST REVISED: 87 1 \ REGISTERED DENIS TURCO STATE OF WASRIN ISSUED FOR CONSTRUCTION DT CORRECTION LETTER #2 DT CORRECTION LETTER #1 DT REVISED FOR BUILDING PERMIT DT ISSUED FOR BUILDING PERMIT DT ISSUED FOR COORDINATION DT HEALTH PERMIT DT REVISIONS BY 07164 JUN. 2007 AS NOTED EO /TF DT A5.1 MAR. 14/08 BLDG. PAPER ON SHEATH' FLASHING P *5 MEMBRANE ON SUBSTRATE EXTERIOR STOREFRONT SYSTEM SLOPE MIN. 2% AWAY OR PROVIDE 6" CONC. UPSTAND <1 '7 I n PILASTER DETAIL 1 1/2" = 1' -0" f STRUCT. D CONNECT! A5 PER STRUCT. DWGS ROD & CAULK • i __3 FOOTINGS- SEE GEO -FOAM- SEE STRUCT. ENG STRUCT. ENG r EXTERf „STORE ON SYSTEM - DRiL / t GLASS AT PCr0 fib / SLOPE MIN. 2% I /I I I I I I CAULKING 22 GA. PK1rFINISHED METAL FLASHING- UPTURN 2.5" ON P.T. WOOD POST 1" = 1' -0" STOREFRONT DETAIL ROD & FINISH FLOOR ON CAU /fia/4 irrrrrr7/ .5 V rERWAD PLATFORM ilia /ice %iaiarrri /r/rr//4 0170777- it NON- COMBUSTIBLE /STRUCT. SUPPORT (SEE STRUCT. DWGS) .— f �� /if '':VAPOUR BARRIER . " FOOTINGS- SEE EO -FOAM- SEE STRUCT. ENG STRUCT. ENG (2 STOREFRONT DETAIL FINISH FLOOR i JSEE ID) SOG- SEE STRUCT. • 15 MIL. VISQUEEN • • VAPOUR BARRIER ) ) A LIGHT FIXTURES ) /(SEE ELEC.) • � I) P.T. FRAMING_ FLASHING 5EE STRUCT. DWGS FOR FOOTINGS * FOUNDATIONS 6 . . SOG !E STRUCT. 15 MIL. VISQU A OD CONC. BLOCK CONNECTION _ PROVIDE P.E. SIGN *SEAL (B UP -TURN FLASHING ON P.T. WOOD COLUMN BEHIND P *5 MEMBRANE - P OVER .././ SUB5TRATE 22 GA. CULTURED STONE ON MORTAR BED ON SHEATHING ENTRY DOOR DETAIL SLOPE MIN. 2% REFINISHED METAL FLASHING 1/7' = 1 -0" INTERIOR FLOORING - SEE ID DWGS 0 -4" EXTERIOR TILE MIN. 2% \ SLOPE AW Y FRAM BUILDING \ B GC TO CONFIRM EXISTENCE OF WALL INSULATION AS REQUIRED FOOTINGS- SEE STRUCT. ENG Eo ANICALLY LAZ PE / r it WK 0 G TENED MANUPACTU" INSTRUCTION INTERIOR FINISH FLOORING 5EE ID DWGS / /T. BLOCKING AS NECESSARY FOR INSTALLING GUARDRAIL 2'- I O-" GEO -FOAM- SEE STRUCT. ENG rA I / _.._.._. _ -TAND r/iar/ra /ri Ffir <r; F 15 MIL. VISQUEEN VAPOUR BARRIER p HT IRON OOR ON PLATFORM W5 WALL BASE/ PLATFORM DETAIL P *5 MEMBRANE - RAP OVER. SUBSTRATE 555: 5555: 1" = V -0" 24 GA. (C) REFINISHED METAL FLASHING CULT' D STONE ON M BED ON Sh 4hIING COORDINATE COLUMN ENCLOSURE W/ BASE BUILDING STRICTURE. FURR -OUT FRAMING IF REQUIRED FUKR -OUT COLUMN FOK� (ADDITIONAL) INSULATION IN THIS AREA WALL FINISH ON GWD ON V.B, SEE ID DWGS SLOPE MIN. 2% TEMPERED GLASS GUARDRAIL 42" f9i ////rrif, rrrrrrrr r/ /rrrrr�rr irrr rrr r WALL FINISH - SEE ID DWGS to # �rrririr ilia 7 V4 / PLATFORM GUARDRAIL DE ;55: 1 555: 1 5 5 55: 5 FOOTINGS- SEE STRUCT. ENG AS PER SCHEDULE ON A 7. I WALL BASE DETAIL STEEL COLUMN- 5EE STRUCT. DWGS • TJOTE: ALL WOOD SHALL 6E FIRE RETARDANT TREATED. WALL/ FOLDING DOOR DETAIL / /SIG & Jao iiairaiarr 'MC. 6 SEE STRUCT. DW ANCHORING/ PLATFORM APPLY INTERIOR FINISH ON GWB ON VB- SEE ALSO ID DWGS 1" = 1' -0" OR ORT/ / CTU R E a'z 4 °4 4 , - ... ..v. FINISH FLOOR AS f ER ID DOCS/ DWGS SOG- SEE STRUCT. 15 MIL. VISQUEEN VAPOUR BARRIER GEO -FOAM- SEE STRUCT. ENG 1" = 1'-0" 3 " = 1'-0" TEEL STRUC STRUCT. ENG SEAL V.B. TO WATERPROOFING MEMBRANE PROVIDE 5h0P DWGS SIGNED SEALED BY P.ENG ENTRY DOOR DETAIL 1 1/2'= 1'-0" MECHANICAL UNIT SEE MECH. DWGS GALV. MTL. FLASHING RUN ROOFING UP CANT AND SUPPORT WD. CANT CUT FROM 4x EXISTING ROOFING PATCH & REPLACE AS NECESSARY SEE MECH. DWGS FOR ADDITIONAL REQUIREMENTS EXISTING ROOF STRUCTURE REFER TO STRUC. 4X12 P.T. WD. UNIT SUPPORT. MIN 8" AFF REFER TO STRUC. FOR ADDITIONAL REQUIREMENETS SIDEWALK SLOPE TO DRAIN MIN. 2% ROOF TOP UNIT TYP. DETAIL- REFER TO STRUCT. RECEIVE APR 17 2008 PERMIT CENTEi NTS THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHI'T'ECT INC. IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS IXCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENIS TURCO ARCHITECT INC -, IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS 'ISSUED FOR CONSTRUCTION' AND SIGNED/ SEALED BY THE ARCHITECT. J OEYS 8871 RF..CTS721ZED �•� cx DENIS TURCO STATE OF WASHING Q MAR. 14/0$ I + I i R CONS ` + ` T1ON DT FEB. 8/08 CORRECTION LE I I ER #2 DT V JAN. 29/08 CORRECTION LETTER #1 DT NOV. 30/07 REVISED FOR BUILDING PERMIT DT NOV. 1/07 ISSUED FOR BUILDING PERMIT DT OCT. 9/07 ISSUED FOR COORDINATION DT SEP. 13/07 HEALTH PERMIT DT DATE REVISIONS BY DENIS TURCO ARCHITECT AIA Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE Tukwila, WA SHEET TITLE: DETAILS FILE NO.: DATE: SCALE: DRAWN BY: CHECKED BY: SHEET NO.: 07164 JUN. 2007 AS NOTED EO /TF DT NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. A 6.1 DATE LAST REVISED: MAR. 14/08 A rzi: CEILING DETAIL- SEE ALSO STRUCT. DWGS BEAM CONNECTION AS PER STRUCT. DWG5 BEAM CONNECTION AS PER 5TRUCT. DWG5 CONC. SLAB ABOVE TYP. NON - LOADBEARING WALL SEE ALSO STRUCT. DWGS 4 GA. TIE WIRE 5/8" GWB CEILNG 5/8 GW6 EA SIDE STL STUDS ©16 "0 /C U.N.O STL PLATE FASTEN TO FLOOR 24 0/C DOUBLE 2X4 STAGGER JOINTS 4' 0/C PER PLAN USPENDED CEILING 4" ST. STUD BRACES TOP OF WALL TO STRUCTURE ABOVE 4' —O" ALT. DIR. 1'-0" 2" CHANNEL VERTICAL SUPPORT STKUCTT —. 5-0" o.c. MAX. � REFER TO STRUCT. DWGS FOR SUPPORT/ CALCULATIONS I G GA I 1/2" CROSS FURRING CHANNEL @ 24" o.c. 5TONE CLAD ON THIN 5E7 W/ LATICRETE ON METAL LATH ON WATERPROOFING MEMBRANE ON 5/8" DENSGLA55 GOLD SHEATHING WATERPROOFING MEMBRANE OVER PRE- FINISHED FLASHING PRE - FINISHED FLASHING AROUND WOOD MEMBER WRAP WP MEMBRANE AROUND BEAM CUT SHEATHING AROUND BEAM WALL/ TRELLIS DETAIL @ WINDOW OPENING 3" = 1' -0" NTS BEAM SIDE VIEW ) PLAN VIEW STRUCTU ABOVE GWB BULKHEAD- SEE STRUCT. DWG5 FOR SUPPORT/ ID DWGS FOR DIMENSIONS REFER TO STRUCT. DWG5 FOR SUPPORT/ CALCULATIONS DIM. VARIES- SEE PLAN/ ID DWG5 TYP. BULKHEAD DETAIL 1 1/7 1'-0" 7 1 2 DIM. VARIES- SEE PLAN/ ID DWG5 f SEE I.D. DWGS FOR CEILING FINISHES N 000 PANEL REFER TO STRUCT. �1 DWGS FOR SUPPORT/ CALCULATIONS WOOD PANELLING - SEE I.D. DWG5 BULKHEAD DETAIL @ BAR 1 1 /T= V-0" 0 Rr z J STAINED 5PRUCE WOOD SOFFIT PROVIDE SAMPLE FOR JOEYS TO APPROVAL ENTRY CANOPY @ WALL DETAIL 3" = 1' -0" (9 BULKHEAD DETAIL 1 11T = 2' -6" MIN. CLEAR FLOOR SPACE 30" NAM X 48" MIN REFER TO STRUCT. DWGS FOR SUPPORT/ CALCULATIONS 2'- I " DIM. VAIES- SEE PLAN/ ID DWGS C /L' 3 ni F 1 [ UNIVERSAL ACCESSIBLE RESTROOMS DETAILS 1/2" = SEE STRUCT. FOR CONNECTIONS P. . B OCKI NG A5 PER LAP WATERPROOFING OVER FLASHING OVER MEMBRANE (8" UP THE WALL) 2 PLY 5155 GUTTER NTO 2° NOTCH INTO RAFTERS. SLOPE MIN. 2% TO DRAIN/ RWL ACOU "•TICAL T -B D01-44e TYP. SIDE ELEVATION MEN'S WC DETAIL PERFORATED 5T• QED CEDAR SOFFIT FRAMED ASSEMBLY (SEE ID FOR FINISHES) 1/4 "= 1 O I' -6I MI MEN I � � TYP. FRONT ELEVATION E ENTRY CANOPY DETAIL 3" = u� 2' 10" 5-2" 3 ' - C/L 2' -4 I ' -6" NOTE: ALL WOOD SHALL BE FIRE RETARDANT TREATED. 5.5. MTL. ROOF INSTALL TO MANUF'S INSTRUCTIONS. PROVIDE SHOP DWG5 COLOUR TO MATCH ALUM. WINDOWS ._ PERFORATED STRIP VENT D m WRAP ROOFING FELT OVER RECEIVE() APR 17 2008 PERMIT CENTER THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED - THIS DRAWING IS EXCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENIS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS ISSUED FOR CONSTRUCTION" AND SIGNED/ SEALED BY THE ARCHITECT. J OEYS 7 MAR. 14/08 FEB. 8/08 o JAN. 29/08 NOV. 30/07 NOV. 1/07 OCT. 9/07 SEP. 13/07 DATE REVISIONS BY DENIS TURCO ARCHITECT AIA Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE Tukwila, WA SHEET TITLE: DETAILS FILE NO.: DATE: SCALE: DRAWN BY: CHECKED BY: NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. SHEET NO.: DATE LAST REVISED: \..51 REGISTERED AR CT DENIS TURCO STATE OF WASHING ISSUED FOR CONSTRUCTION DT CORRECTION Lk I I ER ##2 DT CORRECTION =ER #1 DT REVISED FOR BUILDING PERMIT DT ISSUED FOR BUILDING PERMIT DT ISSUED FOR COORDINATION DT HEALTH PERMIT DT 07164 JUN. 2007 AS NOTED EO /TF DT A 6•2 MAR. 14/08 LIGHT FIXTURE -.r . , : T 7 ' C -__ - \ \ ,..:...>_____ > C; it7--- /\ _ /\ 1 /` . i . 4.' i /\ /\ )/••\ \ -- ~ >� �\\•• l4 � \ / \ - / ,�J� OUTUNE CANOPY' L° I I I / WATERPROOF MEMBRANE 1' -0" / MECH. OPENING DETAIL (FRONT ELEV.) 3' HORIZONTAL SECTION ASV GC TO CONFIRM Al SITE MEASUREMENT 1/T = 1' -0" GRILL SIZE ON FACAD: TO BE CONFIIRMED BY M: H. DUCTWORK (SEE MECH. DWG) i 4" (KITCHEN/ STAFF WC) 1/2" -1 WALL BELOW TRELLIS MEMBERS EXISTING CONCRETE BEHIND W3,W3D 5 WALL TO FLOOR CONNECTION @ TILE 3 " _ I ' -0" TILE WATERPROOF FLEXIBLE JOINT TAPE WATERPROOF MEMBRANE ORTAR BED 1' - 0" FLOOR TILE f HATCH:ARA;:.;' R EPRES:ETNTS %STRUCTTU WO K 'BY';OTHERS. CEILING LEVEL TYP. OPENING IN BREEZE BLOCK/ ELEVATION 1 /4" = 1' -0" GWB CEILING @12-0" SECTION B OPEN TO DINING / ENTRY _ O Q L GWB 1 /2" = 1' 0" BREEZE BLOCK DESIGN. PROVIDE P.E. SIGN & SEAL CEILING @ 11' -4" A.F.F. WGB BULKHEAD BLOCK HEADER STRUCTURAL FOR SUPPORT DESIGN BREEZE BLOCK ASSE PROVIDE P.E. SIGN & SEAL PAINTED METAL FRAME BEYOND BREEZE BLOCK HEADER SECTION 1 1/2 "= 1'-0" STEEL STUDS PER STRUCT.DWGS 5 /g" DENSGLASS GOLD SHEATHING WATERPROOFING MEMBRANE METAL LATH THINSET W/ LATICRETE STONE CLADDING PLENUM w/ INSULATION SLOPE BOTTOM TO OUTSIDDE 0 N 4X10 TRELLIS BEAM (SEE STRCT. DWG) FINISH WAI I (AS PER ID DWGS) ON GWB SEAL VB TO WATERPROOF] — MEMBRANE ROD & CAUL MEMBRANE OV E- FINISHED FLASHING FOLDING DOOR SYSTEM- SEE SCHEDULE TYP. STOREFRONT HEAD DETAL WINDOW MANUF, CONC. BLOCK (CMU) BEHIND FOR BEAM CONNECTIONS SEE STRUCT. DWGS SHIM AS REQ'D. BY l/ EXTERIOR DETAIL- SEAL VB TO WP MEMBRANE 3" = 1'-0" HEADER- SEE STRUCT. EXISTING BRICK VENEER PRE - FINISHED FLASHING CAULK/ SEAL SIDES OF BEAM TO BRICK VENEER FLASHING AM/ CMU CONNECTION v %0 4 ifis • Ai ql gg c I STONE CLAD ON BEAM/ LEDGER DETAIL THIN SET W/ LATICRETE ON METAL LATH ON WATERPROOFING MEMBRANE ON 5/8" DENSGLASS GOLD SHEATHING WATERPROOFING MEMBRANE OVER PRE - FINISHED FLASHING PRE - FINISHED FLASHING 2X P.T. CONT. WOOD MEMBER CONNECTED AS PER STRUCT. DWGS PRE - FINISHED FLASHING 3" = 1'-0" 3" = 4 x 10 (SEE STRUCT. DWG) RECEIVE APR 17 2008 PERMIT CENTEFI THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS E7CCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENIS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHTECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS 'ISSUED FOR CONSTRUCTION" AND SIGNED/ SEALED BY THE ARCHITECT. J OEYS 3 MAR. 14/08 FEB. 8/08 7 JAN. 29/08 NOV. 30/07 NOV. 1/07 OCT. 9/07 SEP. 13/07 Tukwila, WA T TERED T SHEET TITLE: DETAILS FILE NO.: DATE: SCALE: DRAWN BY: CHECKED BY: DENTS TURCO STATE OF ATASHINC: ISSUED FOR CONSTRUCTION DT CORRECTION LETTER #2 DT CORRECTION LETTER #1 DT REVISED FOR BUILDING PERMIT DT ISSUED FOR BUILDING PERMIT DT ISSUED FOR COORDINATION DT HEALTH PERMIT DT DATE REVISIONS BY IA DENIS TURCO ARCHITECT AIA Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca 2Y P T WOOD MEMBER OVER WATERPROOF MEMBRANE (STAIN TO MATCH ADJACENT WD) PROJECT TITLE: CONNECT AS PER STRUCT. DWGS JOEYS SOUTH CENTRE 07164 JUN. 2007 AS NOTED EO /TF DT NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE SHEET NO.: A 6.3 n-A- - E LAST REVISED: MAR, 14108 ASSEMBLY TYPE ASSEMBLY CONSTRUCTION PLAN DETAIL NOTES W1A TYP. ANTERIOR I S KICK PLATES ACOUSTICAL INSULATION TO ALL RESTROOM WALLS ♦�`� '♦♦♦♦♦♦♦♦v',♦ �� �����.����� 5/8" TYPE X GWB 3 5‘8" STL, Si © 16" O.C. 5/8 TYPE X GWB FINISH WALL AS PER I.D. DOGS _: -:.:- _..:... - _.. a.-._.._.._:..._ ...._..,..._.._.._..:::- ::::__: W1 B TYP. INTERIOR WALLS r THRESHOLD ACOUSTICAL TOALL RESTROOM WALLS _.........__....._.._.......... _.__....._.__ ♦� +♦ ♦♦� t/ • A �� ♦♦♦� 5/8" TYPE X GWB 5/8 TYPE X WBS ®16" O.C, FINISHWALL AS PER I.Q. DOCS ::::::::.:::_::.,::::_:,..-:::::.:::::•,,,.:::.-.:.:::.:•=_::.-•-:,,• ....::.: ::::...•.- ._._:..:_•_:.- ::::.:. W2 --- COOKL arm �r . - NON INSULATED E '`'°'`�`"`�' -- -,..r----- ---- MIL — — ..... STAINLESS STEEL SHEETS ON 1 LAYER 5/8" TYPE X GWB 6" STL. STUDS @ 16" O.C, 3 5/8 STL STUDS 2 16" O.C. 1 LAYER 5/8" TYPE X GWB 1" INSULATED SS PANEL TO 24" AFF • W3 FIRE SEPARATION WALLS EQ 1 HR. FRR BASED ON UL NC 7- 29-82, DESIGN U425 t f ;:' ;.. ',; •;; f;: :. N�. " /UxG1iyG;©I s EXISTING; 5TR11C04 fRLIEFES . , - ... ::•:.;;; ';::> ::. -- . / EXIST STRUCTURE (GC VERIFY) 5/8" TYPE X GWB 6 STL. STUDS 0 16" O.C. ADD ACOUSTICAL INSULATION 1 LAYER 5/8" TYPE X GWB , - W3A FIRE SEPARATION WALLS s 1 HR FR : SIiPDWG/ HATCHING DENOTES B . S UC E U E XIS T'G STRUCTURE CM ( ) FURR -OUT 6 STL. STUDS 16" O.C. (PROVIDE ACOUSTICAL INSULATION AROUND PLUMBING LINES) (PROVIDE BACKING TO PLUMBING FIXTURES AS NECESSARY) 1 LAYER 5/8 TYPE X GWB F7Q STRUCTURE -8Y 9THE -- -..- , f • ♦ I late �♦ •At4 4 . Id - 1 1 1 l lh • W3B FIRE SEPARATION WALLS • / HATCMNC DOTES EXISTING STRUCTUR DY QniERS L:w,��♦.♦...,♦t.♦�♦�♦� "1, ♦ . ' T EXIST STRUCTURE CMU 'G. )" 3 5/8" STL. STUDS 0 16 O.C. ACOUSTICAL BATT INSULATION (PROVIDE BACKING TO PLUMBING FIXTURES AS NECESSARY) 1 LAYER 5/8" TYPE X GWB �� _ W3C FIRE SEPARATION WALLS • 1 HR. FRR ' "' ; + ; t ' SHADING/ HATCHING DENOTES • [ XI STING STRUCTURE .. ... „ BY OTHERS. ? i '::::': ;f..:':'•`,:.: {: ' ;f %: ;:•; . EXIST'G. STRUCTURE CMU ( ) 3 5/8” ST. ST ON FLAT 1 1/2" ACOUSTICAL INSULATION 1 LAYER 5/8" TYPE X GWB :'.:.';: L•••!•' d.!,!,* r,. ti!.,•ay.!.!.! . ±.lv,!,•.!.1.,MA!.. KITCHEN / STORAGE CLOSET W3D J\ FIRE SEPARATION WALLS 1 HR. ERR q :::: .;; ;:;•i : ;:• ;;';':•::;, ,';:•;: .,::' :f ';: SHADING/ HATCHING DENOTES EUSIING STRUCTURE BY OTHERS t f f -• •� q EXIST STRUCTURE CMU ( ) LAMINATE 1 LAYER 5/8" TYPE X GWB / /. ,/, � J. -n .rte l am ' 1- f p. /+ f., A � W4 DISHWASHING AREA WALLS 1 LAYER 3/4” PLY. ON THE SIDE WHERE SHELVING WILL BE INSTALLED M ...:..•._... _ _ .- .,,.,._ ...,,. _.....__._ „�_. _. , . 5/8" GWB 6" STL STUDS ® 16" O.C. 3/4" PLY. 5/S" GWB _...- _._.._ _.. _....__ ,_- - - _.__.,. - .._. W5 EXTERIOR STONE -CLAD WALL -.__ KITCHEN / LINEN STORAGE FINISH WALL (SEE I.D. DOCS) 5/8" GWB STL. STUDS PER STRUCT. DWG. 5/8" DENSGLASS GOLD SHEATHING WATERPROOFING MEMBRANE GALVANIZED METAL LATH MORTAR THIN SET W/ LATICRETE THIN VENEER STONE CLADDING - -- ,- ___,. :-_( WrglMM7I W6 BREEZEBLOCK WALL - SEE ID DOCS PROVIDE P.E. SIGN & SEAL FOR SUPPORT & INSTALLATION Fl TYP. FLOOR FINISH FLOORING (SEE ID DWGS) SLAB ON GRADE (SEE STRUCT. DWG.) 4 ., • . .. 4 °� C3 KITCHEN/ A/V CLOSET ID. ID. !..A FINIS ,., -..:., a _Ii a 2 LAYERS 3/ ` STL STUDS " (SEE STRUCT. DWG, s:.,- �f, <: DELETED • 1y > :r:'`'.v — •,• __ x_.:... ';:fib, y I "" 4 4 a ---- — — �. . -.. ) ,--.. - . .. a SHAFT WALL. ASSEMBLY (HORIZONTAL) - _ _ - ___.-- r . -• 2 HR. FRR ASSEMBLY WHI- 495 -PSH -0128 3 LAYERS OF 1 1/2" TOUGHROCK FIREGUARD C 2 1/2" C -T 511105 1 TOUGHROCK FIREGUARD SHAFTUNER. LOCATION: SEE MECHANICAL DWGS J� KITCHEN / STAFF WC MIL - =� SHAFT WALL ASSEMBLY (VERTICAL) ' 1 HR. ERR ASSEMBLY i UL R1319, 88NK2747, 2 -8 -88 DESIGN U469 1 1 "x24" TYPE X GYPSUM PANELS (INSERTED BETWEEN 2 1/2" FLOOR AND CEILING J RUNNERS) WITH 2 1/2" VENTED C -H STUDS BETWEEN PANELS. 1 LAYER 5/8" TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED PARALLEL TO STUDS ON SIDE OPPOSITE GYPSUM PANELS WITH 1" TYPE S DRYWALL SCREWS SPACED 12" O.C. IN STUDS AND RUNNERS. LOCATION: SEE MECHANICAL DWGS _ _.,_ -_. ----- - -- _ J - - DOOR/ HARDWARE SCHEDULE (SEE SPECIFICATIONS SECTION 08700) THREE BALL BEARING BUTTS DEADLOCK DOOR VIEWER PUSH PLATE PULL HANDLE KICK PLATES DOOR SWEEPS r WEATHERSTRIPPING THREE BUTTS LATCHSET DOOR STOP Sll(ls3 OMi r THRESHOLD LOCKSET CLOSER r PASSAGE SET W ° DOOR TYPE DOOR FINISH FRAME FINISH A KITCHEN/ CORRIDOR MIL MIL, • • EQ • • • 3' -4" 3' -4" s 3' -4 j • s PROVIDE HOLD OPEN B SERVICE ROOM MTL 0_ • • • • • • Cl KITCHEN / STORAGE CLOSET MTL. MTL • • STORAGE SET C2 KITCHEN / LINEN STORAGE ID. ID. STORAGE ROOM SET C3 KITCHEN/ A/V CLOSET ID. ID. • • C4 KITCHEN / STAFF WC MIL MIL. • s PRIVACY SET C5 KITCHEN / STAFF OFFICE MR- MIL. • • •S • 0 ACCESSIBLE WSHRM. Mm. MTL • • • LEVER HANDLE, PRIVACY SET, DEADBOLT INSIDE- SEE NOTE BELOW El WOMEN WASHROOM ID. ID. • • • • PUSH & PULL- SEE INTERIOR ELEVATION E2 WOMEN/ MEN WASHROOM/ STORAGE ID. ID. • • • • El MEN WASHROOM 10. ID. • • • • PUSH & PULL- SEE INTERIOR ELEVATION G UQUOR STORAGE/ DISPLAY ID. ID. M1 MAIN ENTRY DOOR ALUM/ GLZ • • PULLS ON BOTH SIDES/ H/C ACCESSIBLE DOOR CLOSURE M2 EXIT DOOR MTL l MIL. • • • • • PANIC HARDWARE(1D08.1.9 IBC 2006) . CONTRACTOR TO VERIFY ON SITE --, rte ---,- ✓- +a^,.-` \ - \ ■ 3' -2" 3' -2" 3' -2" T 3' -2" 1 3' -2" 6' -O" M2 r . --,...+°+/°,...,.. �� + _y - ,1,....'`- .-,-.. - - "WV' () NOTE: ALL WOOD SHALL BE FIRE ( RETARDANT TREATED. FOR DOOR ELEVATIONS, SEE ID DWGS ALL GLAZING WITHIN DOORS TO BE TEMPERED GLASS. BIFOLD DOOR TO HAVE LATCH SET CONTRACTOR TO VERIFY ON SITE 20-6" NOTE: ACCESSIBLE WASHROOM TO HAVE THUMB -TURN ON INTERIOR FACE AND OCCUPIED- VACANT SIGN ON CORRIDOR/ PUBLIC SIDE. PUSH & PULL/ HOLD OPEN DEVICE/ CLOSER/ DEADBOLT C/L 0 SCHEDULE NOTES: 1. RATED DOORS TO BE SELF - CLOSING AND LATCHING AND TO COMPLY W/ N.F.P.A. 80 STANDARDS. 2. AT EXTERIOR DOORS PROVIDE WEATHER TIGHT LINER AND TOP STILE, WEATHERSTRIPPING, THRESHOLD, ASTRAGAL AN HEAD DRIP FLASHING. 3. SECURITY HARDWARE (SEE ELECTRICAL DWGS). 4. SPECIAL HARDWARE- SEE SPECIFICATIONS SECTION 08700. 5. ACOUSTIC SEALS- SEE HARDWARE SPECIFICATIONS SECTION 08700. 6. ALL DOOR GRILLES TO BE CONFIRMED W/ MECH. DWGS PRIOR TO FABRICATION. 7. DO NOT AFFIX LABELS UNTIL AFTER PAINTING IS COMPLETE. 8. PROVIDE PAINTED DOOR CASINGS FOR DOORS (EXCEPT PUBLIC WASHROOMS DOORS). 9. DIMENSIONS SHOWN ARE BASED ON DESIGN GUIDELINES. CONTRACTOR TO VERIFY ON SITE ANY DISCREPANCIES AND REPORT TO ARCHITECT. 10. PROVIDE STAIBED WOOD CASINGS FOR PUBLIC WASHROOMS DOORS, 11. ALL STAINED WOOD DOORS TO HAVE SAME FINISH ON BOTH FACES WITH 3 COATS SATIN URETHANE. 12. OWNER TO DETERMINE ALL CUSTOM HARDWARE. 13. CONTRACTOR TO PROVIDE SHOP DWGS FOR ALL DOORS AND HARDWARE TO ARCHITECT/ OWNER. 14. CAULK AROUND ALL DOOR FRAMES- COLOUR TO MATCH FRAMES 15. ALL FIRE -RATED DOORS AND HARDWARE TO FIRE -RATED DOORS SHALL BE UL RATED. CAL FOLDING DOOR PANELS TEMP. CLASS 1)0 s Q 0 A-# t.4 sG,ed-- l CODS Cp p fOik - 1606 spy MAE VASE • O ENTRY DOORS CUSTOM PULLS (SEE ID DWGS FOR DETAIL ELEV.) 4 4 i & k , q n &Oki ?Ca C 7 y I Gok - A14 7-7 S - e-03 uuu //s e V. 0474 4-0 /444 i 4 /I av► . der- Ss e ,/7' VNRIERE WALL ABUTTS A TENANT SPACE, GYPSUM BOARD LAYERS SHALL BE SUPPLIED AND INSTALLED BY TENANT 1 HOUR PARTITION AT FINISHED CORRIDOR RECE1VEV APR 1 7 2008 PERMIT CENTE1- SXBEIDAB MAR. 14/08 FEB. 8/08 0 JAN. 29/08 NOV. 30/07 NOV. 1/07 OCT. 9/07 SEP. 13/07 PAINTABLE FlRESTOP SEALANT (BOTH SIDES) UNDERSIDE OF DECK ABOVE 5/8" DEFLECTION GAP 6" SLOTTED TRACK (SLP -TRK OR EQ) GYPSUM BOARD CEILING FINISH PER SCHEDULE 5/8" GYPSUM BOARD TYPE "X. (BOTH SIDES) ul. NO. U465 I FaLOWNG FASIEHMG FMIC40 EYl71T5 ARE TAKEN FROM IN.'S SPEOFICIITION FOR THE ODICAIED ASSEMOLY. REFER TO MS OOojM tTATON FOR CORIF EIE ASsMLY REOINREREPOS AND ALJAWW C OPSOtisi GYPSOY oaukt 5/r RECK. 4 FT ROE. ATTACKED 10 STEEL MSS AHD BOOR AHD MOM TRACK 1KWH 1 k LONG, TYPE s STEEL scrim SPACED E OL OC. ALONG EocES CF BOARD AND 12 IL 00 N THE P LD OF THE WARD. . 811S ORIENTED YENOCAILY AND STACCETiFD ON OFPO41E SIYZ CF 1HE As5#718H.7 TILE WAINSCOT, THIN -SET (WHERE OCCURS) 6' STEEL STUDS ® 16" O.C. WALL FINISH PER SCHEDULE 6" CONTINUOUS UNPUNCHED STEEL TRACK FLOOR FINISH WHERE OCCURS SEALED CONCRETE SLAB, SEE STRUCTURAL DRAWINGS PRINTABLE FIRESTOP SEALANT (BOTH SIDES) RAMSET AS REQUIRED Tukwi WA FILE NO.: DATE: SCALE: DRAWN BY: CHECKED BY: SHEET NO.: SCALE r -r—O 8871 REGISTERz'D 7 r� ) 0 NGTON DENIS TOR STATE, OF WASH ISSUED FOR CONSTRUCTION DT CORRECTION LETTER #2 DT CORRECTION LETTER #1 DT REVISED FOR BUILDING PERMIT DT ISSUED FOR BUILDING PERMIT DT ISSUED FOR COORDINATION DT HEALTH PERMIT DT DATE REVISIONS BY DENIS TURCO ARCHITECT AIA Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE SHEET TITLE: SCHEDULES 07164 JUN. 2007 AS NOTED EO/TF DT NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. A 7.1 DATE LAST REVISED: MAR. 14/08 ,o-.0 / / / \ \ \ \ \ - \ \ \ \ \ / / / - / -... ..- - EQ 6' -O" M2 EQ F r I — .3 12' -5" () NOTE: ALL WOOD SHALL BE FIRE ( RETARDANT TREATED. FOR DOOR ELEVATIONS, SEE ID DWGS ALL GLAZING WITHIN DOORS TO BE TEMPERED GLASS. BIFOLD DOOR TO HAVE LATCH SET CONTRACTOR TO VERIFY ON SITE 20-6" NOTE: ACCESSIBLE WASHROOM TO HAVE THUMB -TURN ON INTERIOR FACE AND OCCUPIED- VACANT SIGN ON CORRIDOR/ PUBLIC SIDE. PUSH & PULL/ HOLD OPEN DEVICE/ CLOSER/ DEADBOLT C/L 0 SCHEDULE NOTES: 1. RATED DOORS TO BE SELF - CLOSING AND LATCHING AND TO COMPLY W/ N.F.P.A. 80 STANDARDS. 2. AT EXTERIOR DOORS PROVIDE WEATHER TIGHT LINER AND TOP STILE, WEATHERSTRIPPING, THRESHOLD, ASTRAGAL AN HEAD DRIP FLASHING. 3. SECURITY HARDWARE (SEE ELECTRICAL DWGS). 4. SPECIAL HARDWARE- SEE SPECIFICATIONS SECTION 08700. 5. ACOUSTIC SEALS- SEE HARDWARE SPECIFICATIONS SECTION 08700. 6. ALL DOOR GRILLES TO BE CONFIRMED W/ MECH. DWGS PRIOR TO FABRICATION. 7. DO NOT AFFIX LABELS UNTIL AFTER PAINTING IS COMPLETE. 8. PROVIDE PAINTED DOOR CASINGS FOR DOORS (EXCEPT PUBLIC WASHROOMS DOORS). 9. DIMENSIONS SHOWN ARE BASED ON DESIGN GUIDELINES. CONTRACTOR TO VERIFY ON SITE ANY DISCREPANCIES AND REPORT TO ARCHITECT. 10. PROVIDE STAIBED WOOD CASINGS FOR PUBLIC WASHROOMS DOORS, 11. ALL STAINED WOOD DOORS TO HAVE SAME FINISH ON BOTH FACES WITH 3 COATS SATIN URETHANE. 12. OWNER TO DETERMINE ALL CUSTOM HARDWARE. 13. CONTRACTOR TO PROVIDE SHOP DWGS FOR ALL DOORS AND HARDWARE TO ARCHITECT/ OWNER. 14. CAULK AROUND ALL DOOR FRAMES- COLOUR TO MATCH FRAMES 15. ALL FIRE -RATED DOORS AND HARDWARE TO FIRE -RATED DOORS SHALL BE UL RATED. CAL FOLDING DOOR PANELS TEMP. CLASS 1)0 s Q 0 A-# t.4 sG,ed-- l CODS Cp p fOik - 1606 spy MAE VASE • O ENTRY DOORS CUSTOM PULLS (SEE ID DWGS FOR DETAIL ELEV.) 4 4 i & k , q n &Oki ?Ca C 7 y I Gok - A14 7-7 S - e-03 uuu //s e V. 0474 4-0 /444 i 4 /I av► . der- Ss e ,/7' VNRIERE WALL ABUTTS A TENANT SPACE, GYPSUM BOARD LAYERS SHALL BE SUPPLIED AND INSTALLED BY TENANT 1 HOUR PARTITION AT FINISHED CORRIDOR RECE1VEV APR 1 7 2008 PERMIT CENTE1- SXBEIDAB MAR. 14/08 FEB. 8/08 0 JAN. 29/08 NOV. 30/07 NOV. 1/07 OCT. 9/07 SEP. 13/07 PAINTABLE FlRESTOP SEALANT (BOTH SIDES) UNDERSIDE OF DECK ABOVE 5/8" DEFLECTION GAP 6" SLOTTED TRACK (SLP -TRK OR EQ) GYPSUM BOARD CEILING FINISH PER SCHEDULE 5/8" GYPSUM BOARD TYPE "X. (BOTH SIDES) ul. NO. U465 I FaLOWNG FASIEHMG FMIC40 EYl71T5 ARE TAKEN FROM IN.'S SPEOFICIITION FOR THE ODICAIED ASSEMOLY. REFER TO MS OOojM tTATON FOR CORIF EIE ASsMLY REOINREREPOS AND ALJAWW C OPSOtisi GYPSOY oaukt 5/r RECK. 4 FT ROE. ATTACKED 10 STEEL MSS AHD BOOR AHD MOM TRACK 1KWH 1 k LONG, TYPE s STEEL scrim SPACED E OL OC. ALONG EocES CF BOARD AND 12 IL 00 N THE P LD OF THE WARD. . 811S ORIENTED YENOCAILY AND STACCETiFD ON OFPO41E SIYZ CF 1HE As5#718H.7 TILE WAINSCOT, THIN -SET (WHERE OCCURS) 6' STEEL STUDS ® 16" O.C. WALL FINISH PER SCHEDULE 6" CONTINUOUS UNPUNCHED STEEL TRACK FLOOR FINISH WHERE OCCURS SEALED CONCRETE SLAB, SEE STRUCTURAL DRAWINGS PRINTABLE FIRESTOP SEALANT (BOTH SIDES) RAMSET AS REQUIRED Tukwi WA FILE NO.: DATE: SCALE: DRAWN BY: CHECKED BY: SHEET NO.: SCALE r -r—O 8871 REGISTERz'D 7 r� ) 0 NGTON DENIS TOR STATE, OF WASH ISSUED FOR CONSTRUCTION DT CORRECTION LETTER #2 DT CORRECTION LETTER #1 DT REVISED FOR BUILDING PERMIT DT ISSUED FOR BUILDING PERMIT DT ISSUED FOR COORDINATION DT HEALTH PERMIT DT DATE REVISIONS BY DENIS TURCO ARCHITECT AIA Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE SHEET TITLE: SCHEDULES 07164 JUN. 2007 AS NOTED EO/TF DT NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. A 7.1 DATE LAST REVISED: MAR. 14/08 -... ..- - .._ I EQ EQ 3' -4" 3' -4" 3' -4" 3' -4" 31_4" 3' -4 j 20 -O" () NOTE: ALL WOOD SHALL BE FIRE ( RETARDANT TREATED. FOR DOOR ELEVATIONS, SEE ID DWGS ALL GLAZING WITHIN DOORS TO BE TEMPERED GLASS. BIFOLD DOOR TO HAVE LATCH SET CONTRACTOR TO VERIFY ON SITE 20-6" NOTE: ACCESSIBLE WASHROOM TO HAVE THUMB -TURN ON INTERIOR FACE AND OCCUPIED- VACANT SIGN ON CORRIDOR/ PUBLIC SIDE. PUSH & PULL/ HOLD OPEN DEVICE/ CLOSER/ DEADBOLT C/L 0 SCHEDULE NOTES: 1. RATED DOORS TO BE SELF - CLOSING AND LATCHING AND TO COMPLY W/ N.F.P.A. 80 STANDARDS. 2. AT EXTERIOR DOORS PROVIDE WEATHER TIGHT LINER AND TOP STILE, WEATHERSTRIPPING, THRESHOLD, ASTRAGAL AN HEAD DRIP FLASHING. 3. SECURITY HARDWARE (SEE ELECTRICAL DWGS). 4. SPECIAL HARDWARE- SEE SPECIFICATIONS SECTION 08700. 5. ACOUSTIC SEALS- SEE HARDWARE SPECIFICATIONS SECTION 08700. 6. ALL DOOR GRILLES TO BE CONFIRMED W/ MECH. DWGS PRIOR TO FABRICATION. 7. DO NOT AFFIX LABELS UNTIL AFTER PAINTING IS COMPLETE. 8. PROVIDE PAINTED DOOR CASINGS FOR DOORS (EXCEPT PUBLIC WASHROOMS DOORS). 9. DIMENSIONS SHOWN ARE BASED ON DESIGN GUIDELINES. CONTRACTOR TO VERIFY ON SITE ANY DISCREPANCIES AND REPORT TO ARCHITECT. 10. PROVIDE STAIBED WOOD CASINGS FOR PUBLIC WASHROOMS DOORS, 11. ALL STAINED WOOD DOORS TO HAVE SAME FINISH ON BOTH FACES WITH 3 COATS SATIN URETHANE. 12. OWNER TO DETERMINE ALL CUSTOM HARDWARE. 13. CONTRACTOR TO PROVIDE SHOP DWGS FOR ALL DOORS AND HARDWARE TO ARCHITECT/ OWNER. 14. CAULK AROUND ALL DOOR FRAMES- COLOUR TO MATCH FRAMES 15. ALL FIRE -RATED DOORS AND HARDWARE TO FIRE -RATED DOORS SHALL BE UL RATED. CAL FOLDING DOOR PANELS TEMP. CLASS 1)0 s Q 0 A-# t.4 sG,ed-- l CODS Cp p fOik - 1606 spy MAE VASE • O ENTRY DOORS CUSTOM PULLS (SEE ID DWGS FOR DETAIL ELEV.) 4 4 i & k , q n &Oki ?Ca C 7 y I Gok - A14 7-7 S - e-03 uuu //s e V. 0474 4-0 /444 i 4 /I av► . der- Ss e ,/7' VNRIERE WALL ABUTTS A TENANT SPACE, GYPSUM BOARD LAYERS SHALL BE SUPPLIED AND INSTALLED BY TENANT 1 HOUR PARTITION AT FINISHED CORRIDOR RECE1VEV APR 1 7 2008 PERMIT CENTE1- SXBEIDAB MAR. 14/08 FEB. 8/08 0 JAN. 29/08 NOV. 30/07 NOV. 1/07 OCT. 9/07 SEP. 13/07 PAINTABLE FlRESTOP SEALANT (BOTH SIDES) UNDERSIDE OF DECK ABOVE 5/8" DEFLECTION GAP 6" SLOTTED TRACK (SLP -TRK OR EQ) GYPSUM BOARD CEILING FINISH PER SCHEDULE 5/8" GYPSUM BOARD TYPE "X. (BOTH SIDES) ul. NO. U465 I FaLOWNG FASIEHMG FMIC40 EYl71T5 ARE TAKEN FROM IN.'S SPEOFICIITION FOR THE ODICAIED ASSEMOLY. REFER TO MS OOojM tTATON FOR CORIF EIE ASsMLY REOINREREPOS AND ALJAWW C OPSOtisi GYPSOY oaukt 5/r RECK. 4 FT ROE. ATTACKED 10 STEEL MSS AHD BOOR AHD MOM TRACK 1KWH 1 k LONG, TYPE s STEEL scrim SPACED E OL OC. ALONG EocES CF BOARD AND 12 IL 00 N THE P LD OF THE WARD. . 811S ORIENTED YENOCAILY AND STACCETiFD ON OFPO41E SIYZ CF 1HE As5#718H.7 TILE WAINSCOT, THIN -SET (WHERE OCCURS) 6' STEEL STUDS ® 16" O.C. WALL FINISH PER SCHEDULE 6" CONTINUOUS UNPUNCHED STEEL TRACK FLOOR FINISH WHERE OCCURS SEALED CONCRETE SLAB, SEE STRUCTURAL DRAWINGS PRINTABLE FIRESTOP SEALANT (BOTH SIDES) RAMSET AS REQUIRED Tukwi WA FILE NO.: DATE: SCALE: DRAWN BY: CHECKED BY: SHEET NO.: SCALE r -r—O 8871 REGISTERz'D 7 r� ) 0 NGTON DENIS TOR STATE, OF WASH ISSUED FOR CONSTRUCTION DT CORRECTION LETTER #2 DT CORRECTION LETTER #1 DT REVISED FOR BUILDING PERMIT DT ISSUED FOR BUILDING PERMIT DT ISSUED FOR COORDINATION DT HEALTH PERMIT DT DATE REVISIONS BY DENIS TURCO ARCHITECT AIA Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE SHEET TITLE: SCHEDULES 07164 JUN. 2007 AS NOTED EO/TF DT NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. A 7.1 DATE LAST REVISED: MAR. 14/08 -... ..- - .._ I EQ EQ EQ EQ / EQ / EQ / I / / / 1 6'-4" () NOTE: ALL WOOD SHALL BE FIRE ( RETARDANT TREATED. FOR DOOR ELEVATIONS, SEE ID DWGS ALL GLAZING WITHIN DOORS TO BE TEMPERED GLASS. BIFOLD DOOR TO HAVE LATCH SET CONTRACTOR TO VERIFY ON SITE 20-6" NOTE: ACCESSIBLE WASHROOM TO HAVE THUMB -TURN ON INTERIOR FACE AND OCCUPIED- VACANT SIGN ON CORRIDOR/ PUBLIC SIDE. PUSH & PULL/ HOLD OPEN DEVICE/ CLOSER/ DEADBOLT C/L 0 SCHEDULE NOTES: 1. RATED DOORS TO BE SELF - CLOSING AND LATCHING AND TO COMPLY W/ N.F.P.A. 80 STANDARDS. 2. AT EXTERIOR DOORS PROVIDE WEATHER TIGHT LINER AND TOP STILE, WEATHERSTRIPPING, THRESHOLD, ASTRAGAL AN HEAD DRIP FLASHING. 3. SECURITY HARDWARE (SEE ELECTRICAL DWGS). 4. SPECIAL HARDWARE- SEE SPECIFICATIONS SECTION 08700. 5. ACOUSTIC SEALS- SEE HARDWARE SPECIFICATIONS SECTION 08700. 6. ALL DOOR GRILLES TO BE CONFIRMED W/ MECH. DWGS PRIOR TO FABRICATION. 7. DO NOT AFFIX LABELS UNTIL AFTER PAINTING IS COMPLETE. 8. PROVIDE PAINTED DOOR CASINGS FOR DOORS (EXCEPT PUBLIC WASHROOMS DOORS). 9. DIMENSIONS SHOWN ARE BASED ON DESIGN GUIDELINES. CONTRACTOR TO VERIFY ON SITE ANY DISCREPANCIES AND REPORT TO ARCHITECT. 10. PROVIDE STAIBED WOOD CASINGS FOR PUBLIC WASHROOMS DOORS, 11. ALL STAINED WOOD DOORS TO HAVE SAME FINISH ON BOTH FACES WITH 3 COATS SATIN URETHANE. 12. OWNER TO DETERMINE ALL CUSTOM HARDWARE. 13. CONTRACTOR TO PROVIDE SHOP DWGS FOR ALL DOORS AND HARDWARE TO ARCHITECT/ OWNER. 14. CAULK AROUND ALL DOOR FRAMES- COLOUR TO MATCH FRAMES 15. ALL FIRE -RATED DOORS AND HARDWARE TO FIRE -RATED DOORS SHALL BE UL RATED. CAL FOLDING DOOR PANELS TEMP. CLASS 1)0 s Q 0 A-# t.4 sG,ed-- l CODS Cp p fOik - 1606 spy MAE VASE • O ENTRY DOORS CUSTOM PULLS (SEE ID DWGS FOR DETAIL ELEV.) 4 4 i & k , q n &Oki ?Ca C 7 y I Gok - A14 7-7 S - e-03 uuu //s e V. 0474 4-0 /444 i 4 /I av► . der- Ss e ,/7' VNRIERE WALL ABUTTS A TENANT SPACE, GYPSUM BOARD LAYERS SHALL BE SUPPLIED AND INSTALLED BY TENANT 1 HOUR PARTITION AT FINISHED CORRIDOR RECE1VEV APR 1 7 2008 PERMIT CENTE1- SXBEIDAB MAR. 14/08 FEB. 8/08 0 JAN. 29/08 NOV. 30/07 NOV. 1/07 OCT. 9/07 SEP. 13/07 PAINTABLE FlRESTOP SEALANT (BOTH SIDES) UNDERSIDE OF DECK ABOVE 5/8" DEFLECTION GAP 6" SLOTTED TRACK (SLP -TRK OR EQ) GYPSUM BOARD CEILING FINISH PER SCHEDULE 5/8" GYPSUM BOARD TYPE "X. (BOTH SIDES) ul. NO. U465 I FaLOWNG FASIEHMG FMIC40 EYl71T5 ARE TAKEN FROM IN.'S SPEOFICIITION FOR THE ODICAIED ASSEMOLY. REFER TO MS OOojM tTATON FOR CORIF EIE ASsMLY REOINREREPOS AND ALJAWW C OPSOtisi GYPSOY oaukt 5/r RECK. 4 FT ROE. ATTACKED 10 STEEL MSS AHD BOOR AHD MOM TRACK 1KWH 1 k LONG, TYPE s STEEL scrim SPACED E OL OC. ALONG EocES CF BOARD AND 12 IL 00 N THE P LD OF THE WARD. . 811S ORIENTED YENOCAILY AND STACCETiFD ON OFPO41E SIYZ CF 1HE As5#718H.7 TILE WAINSCOT, THIN -SET (WHERE OCCURS) 6' STEEL STUDS ® 16" O.C. WALL FINISH PER SCHEDULE 6" CONTINUOUS UNPUNCHED STEEL TRACK FLOOR FINISH WHERE OCCURS SEALED CONCRETE SLAB, SEE STRUCTURAL DRAWINGS PRINTABLE FIRESTOP SEALANT (BOTH SIDES) RAMSET AS REQUIRED Tukwi WA FILE NO.: DATE: SCALE: DRAWN BY: CHECKED BY: SHEET NO.: SCALE r -r—O 8871 REGISTERz'D 7 r� ) 0 NGTON DENIS TOR STATE, OF WASH ISSUED FOR CONSTRUCTION DT CORRECTION LETTER #2 DT CORRECTION LETTER #1 DT REVISED FOR BUILDING PERMIT DT ISSUED FOR BUILDING PERMIT DT ISSUED FOR COORDINATION DT HEALTH PERMIT DT DATE REVISIONS BY DENIS TURCO ARCHITECT AIA Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE SHEET TITLE: SCHEDULES 07164 JUN. 2007 AS NOTED EO/TF DT NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. A 7.1 DATE LAST REVISED: MAR. 14/08 SPECIFICATIONS GENERAL REQUIREMENTS SECTION 01005 - GENERAL INSTRUCTION SE Consultant or Architect: Where the term "Consultant" or "Architect" is used in the specifications it shall mean Denis Turco Architect AIA. Work: Ensure that the Work includes all labour, equipment and products required, necessary or normally recognized within respective trade practices as necessary for the proper and complete execution of the Work of each trade. Precedence: Architectural drawings shall have precedence over structural, plumbing, mechanical, electrical and landscape drawing insofar as outlining, determining and interpreting conflicts over the required design intent of all architectural layouts and architectural elements of construction. It shall be understood that the integrity and installation of the Engineers designed systems are to remain with each of the applicable engineering disciplines. Drawings: Drawings are in part diagrammatic and are intended to convey specific content of work required and, as such, indicate general and approximate location, arrangement and sizes of materials, elements, fixtures, equipment and outlets. Obtain more accurate information about locations, arrangement and sizes by studying, familiarizing with, and correlating the Contract Documents and drawings, including coordination with the shop drawings, and becoming totally familiar with conditions and spaces affecting these matters before proceeding with the work. Where job conditions require reasonable adjustments in the indicated locations and arrangements, make the necessary modifications at no additional cost to the Owner. Install and arrange fixtures and equipment in such a way as to conserve as much headroom clearance and space as possible. Standards: References to standards, unless otherwise specified, shall be taken to mean the latest edition in effect at the date of the invitation to bid. Inconsistency: Before the start of any work, each subcontractor shall report to the Contractor any inconsistency between the work of the previous subcontractor and the requirements for its work. Any inconsistencies shall be rectified prior to start of work. Commencement of work shall imply acceptance of conditions. Seismic and wind loading: Building components and their installation shall be certified by a Professional Engineer, registered in or licensed to practice in Washingotn State, for seismic and wind loading. Such certification shall include, but shall not necessarily be limited to masonry and stone work, metal fabrication, aluminum entrances and storefronts, and aluminum windows and exterior sliding doors. SECTION 01040 - COORDINATION Description: Coordinate scheduling, submittals, and work of the various sections of the specifications to assure efficient and orderly sequence of installation of construction elements, with provisions for accommodating items to be installed later. SECTION 01060 - REGULATORY REQUIREMENTS Regulatory requirements: Execute the Work in accordance with IBC 2006, Washington State-wide Amendments to IBC, City of Tukwila Municipal Code, and in accordance to all other applicable codes, municipal bylaws and all authorities having jurisdiction. Conflicts: Should conflicts arise between document(s) and/or authorities, obtain clarification from the Consultant before proceeding with Work. The most stringent regulation will govern, unless instructed otherwise. Submission: Submit as required by the contract documents, and revise and resubmit as necessary to establish compliance with the specified requirements. Submit promptly so not to delay the Work. Do not proceed until submittal review is complete. Shop drawings: Submit five (5) prints. Prior to each submission, carefully review and coordinate all aspects of each item being submitted. Verify that each item conforms in all respects with specified requirements. Product data: Submit six (6) copies. Clearly show applicable sections of the data. Review: Contractor to review submittals prior to submission to the Consultant. This review represents that necessary requirements have been determined and verified, or will be, and that each submittal has been checked and coordinated with requirements of the work and the Contract Documents. Submittals not stamped, signed, dated and identified as to the specific project will be returned without being examined and shall be resubmitted when completed. Verification: Verify that field measurements and affected adjacent work are coordinated. Contractor's responsibility: The Contractor's responsibility for deviations in submission from the requirements of Contract Documents is not relieved by the Consultant's review of submittals, unless deviations on the submittal is noted as such in writing and have been approved by the Consultant. Site copy: Keep one (1) reviewed copy of each submission on site. Acceptance: If, upon review by the consultant, only minor corrections are to be made, shop drawings will be returned and fabrication and installation of work may proceed. If shop drawings are rejected, noted copy will be returned and resubmission of corrected shop drawings, through the same procedure indicated above, shall be performed before fabrication and installation of the work may proceed. Samples: Submit samples in sizes and quantities as requested in respective sections. Submit full range of colours where colour samples are called for. SECTION 01500 - CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS Enclosures: Provide and maintain for the duration of construction as required all scaffolds, tarpaulins, canopies, warning signs, steps, platforms, bridges, and other temporary construction necessary for the proper completion of the Work with pertinent safety and other regulations. Temporary fencing: Install a construction fence pursuant to specifications of, and a permit from, the City Engineer. Fire Protection: Provide and maintain temporary fire protection equipment during performance of Work required by insurance companies, governing codes, regulations and bylaws and authorities having jurisdictions. Ventilation: Provide adequate forced ventilation of enclosed areas for curing of installed materials, to disperse humidity and to prevent hazardous accumulations of dust, fumes, vapours or gases. Cleanup: Conform to municipal bylaws enforcing control of dust, debris, burning and noises on and adjacent to the site. Keep building site clean and free of unsightly collection of waste materials and debris. Provide for collection and temporary storage of water, materials and debris, in metal containers with lids. Dispose of waste materials and debris to the requirements of local authorities having jurisdiction. Do not dispose of waste or volatile materials such as mineral spirits, solvents, oil, or paint thinner into waterways, sewer or drainage systems. SECTION 01600 - MATERIAL AND EQUIPMENT Products and material quality: Products, materials, equipment and articles incorporated in the Work shall be new, not damaged or defective, and of the best quality for the purpose intended. If requested, furnish evidence as to type, source and quality of Products provided. Defective Products will be rejected, regardless of previous inspections. Remove and replace defective Products at own expense and be responsible for delays and expenses caused by rejection. Should any dispute arise as to the quality or fitness of Products, the decision rests strictly with the Architect based on the requirements of the Contract Documents. Storage, handling and protection: Handle and store Products in a manner to prevent damage, adulteration, deterioration and soiling and in accordance with Manufacturer's instruction when available. Store packaged or bundled Products in original and undamaged condition with manufacturer's seals and labels intact. Store products subject to damage from weather in weatherproof enclosures. Manufacturer's instruction: Unless otherwise indicated in the specifications, install or erect Products in accordance with manufacturer's instructions. Do not rely on labels or enclosures provided with Products. Obtain written instructions directly from manufacturers. Notify the Architect, in writing, of conflicts between the specifications and manufacturer's instructions, so that the Architect may establish a course of action. Improper installation or erection of Products, due to failure in complying with these requirements, authorizes the Architect to require removal and re-installation at no increase in Contract price. Workmanship: Workmanship shall be the best quality, executed by workers experienced and skilled in the respective duties for which they are employed. Immediately notify the Architect if required Work is such as to make it impractical to produce required results. Do not employ anyone unskilled in his or her required duties. Standards: Conform to all standards as noted. Where published trade association standards manuals are called for in sections of the specifications, conform to those standards unless approval to vary from the standard is given be the Consultant in writing. Delivery storage and handling: Conform to the material manufacturer's directions as a minimum for the delivery, storage and handling of products. Store in original containers with all labels and seals intact. Prevent materials from freezing, excessive heat, moisture, soiling and sunlight as directed by the manufacturer. Store all flammable, corrosive or toxic substances in suitable containers clearly labelled. Store in separate storage sheds away from the main building structure and in strict accordance with the manufacturer's directions. Site COPV: When work is specified to comply with the manufacturer's instructions, distribute copies to persons involved, and maintain one (1) set in field office. Perform work In accordance with details, instructions and specified requirements. Should a conflict exist between specifications and instructions, clarify with the Consultant. Decisions as to the quality or fitness of workmanship in cases of dispute rest solely with the Architect, whose decision is final. Concealment: In finished areas, conceal pipes, ducts and wiring in floors, walls and ceilings, except where indicated otherwise. Before installation, inform the Architect if there is a contradictory situation, Install as directed by the Architect. Fastenings: Provide metal fastenings and accessories in same texture, colour and finish as adjacent materials, unless indicated otherwise. Prevent electrolytic action between dissimilar metals and materials. Use non-corrosive hot dip galvanized steel fasteners and anchors for securing exterior work, unless stainless steel or other material is specifically requested in the affected specification section. Protection of Work in progress: Adequately protect Work in progress. Prevent overloading of any part of the building. Do not cut, drill or sleeve any load bearing structural member, unless specifically indicated without prior written approval of Architect. SECTION 01710 - CLEANING Structure: Visually inspect surfaces and remove all traces of soil, waste materials, smudges, and other foreign matter. Remove all traces of splashed material from adjacent surfaces. Remove paint droppings, spots, stains, and dirt from finished surfaces. Clean glass inside and outside. Polish surfaces where applicable. If necessary to achieve uniform degree of cleanliness, hose down the exterior of the structure. In the event of stubborn stains not removable by water, light sandblasting or other cleaning may be required at no additional cost to owner. SECTION 01720 - PROJECT RECORD DOCUMENTS Documents: As work progresses, record clearly in red pencil all "as-built" deviations from the Contract Documents caused by site conditions and the various directives. Upon completion of the work transfer all architectural recorded "as-built" condition information from site "record drawings" to a set of reverse reproducible vellum drawings. See Mechanical and Electrical sections for other requirements. SECTION 01730 - OPERATION AND MAINTENANCE DATA Data: Submit to Consultant three (3) copies of maintenance, operating and instruction manuals. Refer to Mechanical and Electrical sections for specific requirements. Manuals are to contain all pertinent maintenance, operational and installation instructions, information on equipment, materials, cleaning and lubrication schedules, filters, overhaul, replacement and parts, adjustment schedules, and emergency procedures as applicable. Instructions in manuals shall be in simple language so as to guide the Owner in the proper operation and maintenance of building material, components, equipment and systems. SECTION 04851 - CUT STONE VENEER General: Furnish all labour, material, services and equipment necessary for the supply and installation of rough carpentry work and installation of cut stone veneer as indicated on the drawings and specified herein. Submittals: Submit under provisions of Section 01300. Submit manufacturer's dta sheets on stone, mortar products and sealant products, including preparation instruction and recommendations; storage and handling requirements; installation methods. Shop drawings: indicate layout, pertinent dimensions, anchorages and jointing methods; submit mortar colour samples. Quality Assurance: Provide a mock-up for evaluation of surface preparation techniques and aplication workmanship. Do not proceed with remaining work until workmanship, color and sheen are approved by Architect/ Owner. Delivery, Storage and Handling: store products in manufacturer's unopened packaging until ready for installation; store stone materials on pallets on a dry, level surface; do not stack pallets; cover with tarp. ,Project conditions: Maintain environmental cinditions (temperature, humidity and ventilation) within limits recommended by manufacturer for optimum results. Hol and cold weather requirements: in accordance with ACI 530.1/ASCE 6TTMS 602 Specification for Masonry Structures. Ambient temperature shall be 40 degrees F or above during erection of stone masonry. Products: silver mica stone or as selected by Owner. Accessories: expanded metal lath to ASTM C847, galvanized; galvanized wire lath mechanically fastened per ANSI A108.1-A4.1. Lath anchorage: tie wire, nails, screws and other metal supports, galvanized; #15 Builders Felt; air/ vapour barrier polymeric membrane as required. Setting buttons and shims: plastic; sealant and joint filler as specified under section 07900/ 09305. Preparation,: Do not begin installation until backing structure is plumb, bearing surfaces are level and substrates are clean and properly prepared. Prepare surfaces using the methods for achieving the best results for the substrate under theprojetc conditions. Application of Base Coat Stucco: Apply scratch coat in accordance with PCA Plaster (Stucco) Manual, to nominal thickness of" to 34" over metal lath surfaces; use nocth trowel to create texture for better bond. Prepare for installation of thin veneer stone, as follows: coordinate placement of reinforcement, anchors and accessories, flashing and weep holes. Clean all built-in items of loose rust, ice, mud, or other foreign matter before incorporating into the wall. Provide temporary bracing as required during installation of masonry work; maintain bracing in place until building structure provides permanent support. Installation: I Install thin veneer stone an mortar in accordance with ACI 530.1/ASCE 6/TMS 602 Specifications for Masonry Structures. 2. Pattern Bond: lay out work in advance and distribute color range of stone uniformly over total work area. Lay stone with the face exposed; take care to avoid a concentration of any color to any one wall surface; maintain approximate X" joint, as stone allows. 3. Placing and bonding: dampen substrate as required to reduce excessive suction; apply mortar in accordance with PCA Plaster (Stucco) Manual to a thicnkess of X" to Y Lay thin veneer stone in a full bed of mortar with full head joints. Work from bottom up, removing exccessive mortar as work progresses. Do not shift or tap veneer stone after mortar has achieved initial set; where adjustment is required, remove mortar and replace. 4. Joints: lay stone with an approximate X" joints mortar joint, as stone allows. Tool joints when "thumb-print" hard with a round jointer sllightly larger than the width of the joint; flush-cut joints to be finished with a soft brush only. Sealant recesses: provide open joint Ye" deep and Ye" wide, where masonry meets doors, windows and other exterior openings. Cut and fit for chases, pipes, conduit, sleeves, grounds, and other penetrations and adjacent materials During the process of the work, cover the top of unfinished stone masonry work to protect it from the weather during erection. Protection: 1. Protect installe dproducts until completion of the project. 2. Touch-up, repair or replace damaged products before completion. Cleanup: Conform to municipal bylaws enforcing control of dust, debris, burning and noises on and adjacent to the site. 1. Keep the face of stone free of mortar as the work progresses (is residual moratr is on the face of stone, allow to dry partially and brush the mortar off the surfaceand sponge off the residue. SECTION 05700 - ORNAMENTAL METAL General: Furnish all labour, materials, services and equipment necessary for the supply and installation of rough carpentry work and installation of ornamental metal work as indicated on the drawings and specified herein. Refer to structural drawings for additional requirements. Submittals: Shop drawings showing details of fabrication and installation. Indicate materials, finishes, fasteners, anchorages and accessory items. Products: 1. Aluminum: extruded bars and shapes: Alloy 6063-T51T52; Plate & Sheet: ASTM B 209, Alloy 6061-T6; Die & Hand Forgings: ASTM B 247, Alloy 6061-T6, Castings: ASTM B 26/B 26M, Alloy a356.0-T6 2. Copper Alloys- Extruded Shapes Bronze: ASTM B 455, Alloy UNS No. C38500 (architectural bronze); 3. Steel & Iron- Bars: hot-rolled, carbon steel complying with ASTM A 29/A 29M, Grade 10; Plates, Shapes & Bars: ASTM A 36/A 36M; Steel sheet, Cold Rolled: ASTM A 1008/A 1008M, either commercial steel, Type B, or structural steel, Grade 25, exposed. Miscellaneous Materials: 1. Fasteners: same basic material as fastened metal; concealed, unless otherwise indicated. 2. Anchors: fabricated from corosion-resistant materials with capability to sustain, without failure, loads- systems as calculated by Structural Engineer. 3. Shop primers: provide primers that comply with Division 9 Painting section. Fabrication: Form ornamental metal true to line and level with true curves and accurate angles and surfaces. Comply with AWS for recommended practices in shop welding and brazing. Finishes: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. 1. Aluminum finishes: Clear anodic finish: Class II, AA-M12022A31 complying with AAMA 611; Color anodic finish: Class II, A-M12C22A32/34 complying with AAMA 611 2. Copper-Alloy finishes: Buffed finish: M21 (smooth specular); Medium-satin finish: M32 (directionally textured, medium Satin) 3. Stainless-Steel finishes:Bright, Cold-Rolled, Unpolished Finish: No. 2B finish; Directional Satin finish: No. 4 finish; Reflective: Directional Polish: No. 7 finish 4. Steel and Iron finishes: Galvanizing: Hot-dip galvanize to comply with ASTM A 123/A 123M; Factory-primed Finish; Powder-coat finish. Execution Provide anchorage devices and fasteners where necessary for securing to in-place construction. Set products accurately in location, alignment and elevation. Install concealed gaskets, joint fillers, insulation as work progresses. Corrosion Protection: Coat concealed surfaces of aluminum that wil be in contact with grout, concrete, masonry, wood, or dissimilar metals, with a heavy coat of bituminous paint. SECTION 06100 - ROUGH CARPENTRY General: Furnish all labour, materials, services and equipment necessary for the supply and installation of rough carpentry work and installation of exterior Hollow Metal and Wood doors and frames as indicated on the drawings and specified herein. Refer to structural drawings for additional requirements. Grading: Lumber: DOC PS 20 and applicable rules of grading agencies indicated.. If no grading agenciy is indicated, provide lumber that complies w/ applicable rules certified by ALSC Board of Review. Engineered wood products: shall be acceptable to Authorities having jurisdiction and have the allowable design stresses as published by manufacturer All 545 unless otherwise required. Moisture content to be not greater than 19% for exterior work, 12% for interior work at time of installation, unless otherwise noted hereafter. Materials: 1. Wood-preservative treated lumber: preservative treatment by pressure process: AWPA C2; kiln-dry lumber after treatment to a maximum moisture contect of 19 percent. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review. Treat all rough carpentry, including wood cants, nailers, curbs, equipment support bases, blocking and stripping, and similar concealed members in contact with concrete; treat wood floor plates that are installed over concrete. 2. Fire-retardant-treated materials: Use Interior Type A, unless otherwise indicated. Identify fire-reatrdant-treated wood with appropriate classification marking of testing and inspection agency acceptable to authorities having jurisdiction. 3. Dimension-lumber-framing: Maximum moisture content 19 percent; Non-load-bearing Interior Partitions: Construction or No.2 Grade of any species; Framing other than Non-load-bearing Interior Partitions: No.2 Grade of Hem-fir (north) NLGA, Southern-pine SPIB, Douglas fir-larch WCLIB or VVWPA. 4. Miscellaneous lumber: provide miscellaneous lumber indicated and for support and attachment of blocking, nailers, furring. 5. Plywood backing panels: Telephone and Electrical Equipment-Backing Panels: DOC PS 1, Exposure 1, C-D Plugged, fire-retardant treated, not less than 1/2-inch nominal thickness. 6, Fasteners: Where rough carpentry is exposed to weather, pressure-preservative treated, or in area of high relatibe humidity, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M. Power-driven fasteners to NES NER-272. Steel bolts complying with ASTM A 307, Grade A; with ASTM A563 hex nuts and, where indicated, flat washers. 7. Metal framing anchors: galvanized steel sheet: hot-dip, zinc-coated steel sheet complying with ASTM A 653/A 653M, G60 coating designation. S. Miscellaneous materials; sill-sealer gaskets: glass-fiber-resilient insulation, fabricated in strip form, for use as a sill sealer, 1-inch nominal thickness, compressible to 1/32-inch. Delivery and Storage: Deliver and store materials on job in such a manner that no damage will be done to the materials or the structure. Store materials in a dry place in the building and do not deliver to the job until facilities are available for proper storage. Cover materials to be exposed at completion of work to prevent moisture absorption or impairment of structural and aesthetic properties. Execution: Set rough carpentry to required levels and lines, with members plumb, true to line, cut and fitted. Framing Standard to comply with AF&PA's "Details for Conventional Wood Frame Construction" unless otherwise indicated. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative-treated lumber. SECTION 06200 - FINISH CARPENTRY Standards Workmanship and installation to comply w/ AWI's "Architectural Woodwork Quality Standards". Provide AWI Quality Certification Program for woodwork. Storage and Handling: Store woodwork materials and completed woodwork only in a dry, ventilated place, protected from the weather, and complying with the temperature and humidity conditions specified by Standards and as required for installation areas. Do not deliver or install woodwork until building is enclosed, wet work is complete, and HVAC system is operating and maintaining temperature and relative humidity at occupancy levels during the remainder of the construction period. Protect sanded and finished surfaces from soiling and damage during handling and installation. Keep covered with polyethylene film or other protective covering. Materials: Wood products: Hardboard: AHA A135,4 Medium-Density Fiberboard: ANSI A208.2, Grade MD Particleboard: ANSI A208.1, Grade M-2-Exterior glue Softwood plywood: DOC PSI , Medium Density Overlay Veneer-faced Panel Products (Hardwood plywood): HPVA HP-1 Thermoset decorative panels: Particleboard or medium-density fiberboard finished with thermally fused, melamine impregnated decorative paper complying with LMA SAT-1 High-Pressure Decorative Laminate: NEMA LD3, grades as required by woodwork quality standard. Solid-surfacing material: homogenous solid sheets of filled plastic resin complying with ISSFA-2. Manufacturers: Formica Corporation; ABA Industries; Avonite Inc; Nevamar Company, LLC; VVilsonart International. Cabinet hardware and accessories: Butt-hinges: 2-3/4", 5-knuckle steel hinges, made from 0.095: thick metal Frameless concealed hinges (European Type): BHMA A156.9, 601602, 170 opening, self-closing Back-mounted pulls: BHMA A156.9, B01361 Catches: push-in magnetic catches, BHMA A156.9, B03131 Drawer slides: BHMA A156.9, B05091 Aluminum slides for sliding glass doors: BHMA A156.9, B07063 D000r locks: BI-IMA A156.11, E07121 Drawer locks: BHMA A156.11, E07041 Exposed hardware flinshes: to comply with BHMA A156,18 Wood Trim: Install in continuous lengths to solid backing using a minimum of nails, countersink and fill with matching filler. All joints where necessary shall be scarfed joints. Mitre corners to flush hairline joints. Paneling: Anchor paneling to supporting substrate w/ concealed panel-hanger clips. Do not use face fasteners, unless specified, or covered by trim. Railings: Install rails w/ no more than 1/8 inch in 96 inch variation from a straight line. Support wall rails on indicated metal brackets securely fastened to wall framing. Cabinets: Install without distortion, so doors and drawers fit openings properly and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide proper operation. For seismic restraints of cabinets, fasten wall cabinets through back, near top and bottom, at ends and no more than 16" o.c. w/ No.10 wafer-head sheet metal screws through metal backing or metal framing behind wall finish. Countertops: Anchor securely by screwing through corner blocks of base cabinets or other supports into underside of countertop. Caulk space between backsplash and wall vv/ sealant, as specified in Division 7 Section "Joint Sealant" Frames: Install frames in prepared openings square, level, plumb and secure to wall framing with suitable sized fasteners concealed in final installation. Frames supplied knocked down shall be glued and concealed nailed. Pack openings between frames and rough openings with insulation in exterior walls. SECTION 07210 - BUILDING INSULATION General: Furnish all labour, materials, services and equipment necessary for the supply and installation of batt thermal and acoustical insulation as indicated on drawings and as specified. Storage and Handling: Comply with manufacturer's recommendations for handling, storage and protection during installation. Do not allow insulation materials to become wet or soiled, or covered with ice or snow. Job Conditions: Examine substrate and the conditions under which the insulation work is to be performed. Do not proceed with the insulation work until unsatisfactory conditions have been corrected. Quality Assurance: In accordance with ASTM test method based on specified product. Provide insulation and related materials with the fire-test respone characteristics indicated, as per ASTM E84. Glass-fiber blanket insulation: 1. Unfaced, glass-fiber blanket insulation to ASTM C 665, Type I, passing ASTM E136 for combustion characteristics; 2. Faced, glass-fiber blanket insulation to ASTM C665, Type III, Class A or Category 1, faced vv/ foil-scrim-kraft or foil-scrim-polyethylene vapour-retarder membrane on 1 face. Acoustical ceilings: Install 3" thick, unfaced glass-fiber blanket insulation over suspended ceilings at partitions in a width that extends insulation 48" on either side of partition. Friction fit batts for use with wood studs; to RSI(R) values as shown on the Drawings; width to suit stud spacing x full length of stud/joist cavities, unfaced type as manufactured. For metal-framed wall cavities, where cavity exceeds 96", support unfaced blankets mechanically and support faced blankets by taping stapling flanges to flanges of metal studs. Expanded Polystyrene insulation: Type 4, rigid, extruded, expanded, closed-cell polystyrene insulation material, thickness or thermal resistance as indicated on the drawings. Vapour Retarder. Polyethylene vapour retarder to ASTM D4397, 6mils thick; Before installing vapour retarder, apply urethane sealant to flanges of metal framing, including runner tracks, metal studs, and framing around door and window openings. Seal all joints with vapour-retarder tape. Execution: The correct and adequate application of insulation is considered of extreme importance and under no circumstances will poor workmanship or inefficiency of material be tolerated. The intention is to enclose the building to form a complete thermally insulated shell. Conform to application methods as recommended by the manufacturer and as specified hereafter. Install insulation after building substrate materials have reached moisture content levels recommended by the insulation and/or adhesive manufacturers. Fit insulation tight to electrical boxes, plumbing and heating pipes and ducts, around exterior doors and windows and other protrusions. Ensure protection boxes for recessed incandescent fixtures are installed prior to installation of insulation. Maintain 25 mm clearance around recessed fans. Cut and trim insulation neatly to fit spaces. Butt joints tightly and offset vertical joints. Conform to manufacturer's installation recommendations. Install insulation to maintain continuity of thermal protection to building elements and spaces. Do not enclose insulation until it has been inspected. Unpack batts prior to use and allow insulation to fluff up to full thickness; cut to size required where necessary; friction fit between studs/joists. Start insulation at bottom of stud spaces and work up; overlap joints; insulate behind pipes, ducts, electrical conduit, outlet boxes and the like; cut insulation to fit around and behind obstructions and non-standard spaces; provide proper venting behind lighting fixtures as required for heat dissipation. Place vapour barrier horizontally on warm side of insulation, to exterior walls, soffits, roofs; including over framing members. Lap joints at least 4" to ensure a positive air seal; where insulation not protected with gypsum board; attach barrier with adhesive on vinyl tape. Seal to penetrations and to framing members. SECTION 07400-METAL ROOFING AND CLADDING General: Furnish all labour, materials, services and equipment necessary for the supply and installation of metal roofing and cladding, complete with underlayment with all fasteners, sealants, closures and accessories as indicated on drawings and specified herein. Provide scupper off metal roof as part of this section. Quality Assurance 1. Roofing Contractors Assocaition of Washington State .2 ASTM A653/A653M-99a " Steel Sheet, Zinc-Coated by the Hot Dip Process". .3 ASTM B117-97 "Test Method of Salt Spray (Fog) Testing". 1. Provide preformed panel systems that comply with performance requirements indicated based on pretesting of installed panels using the following methods. 2. Water Penetration: ASTM E 331. 3. Wind Uplift: Provide roof panel system including supports meeting requirements ULC for Class 90 wind uplift resistance and design in accordance with IBC 2006 and applicable local regulations. 4. Design roof to allow adequate expansion in accordance with roofing and cladding manufacturer's recommendations. SUBMITTALS .1 Make submittals in accordance with Section 01300 - Submittals. .2 Samples of each exposed finish material. .3 Certification by manufacturer that products have been pretested and comply with performance requirements indicated. .4 Warrant factory-applied exterior finishes on wall and roof panels for a period of 20 years after the date of Substantial Completion. .5 Maintenance Data: Submit maintenance brochures for incorporation into Owner's Operation and Maintenance Manuals. 6. Application Qualifications: Work of this section shall be by an established contractor thoroughly experienced in the installation of the specified materials, with a minimum of 5 years experience in roofing of this type. Metal supplier must be on site for start of installation and visit the site regularly during the installation and be available for consultation at any time during the installation. .7 Provide warranty issued in name of Owner stating that roof area and wall area waterproofing and accessory work is warranted for a period of five (5) years from date of Substantial Performance of Project. PRODUCTS -Manufacturers: Provide products complying with requirements by the following manufacturers. 1. Site fabricated standing seam system complete with concealed fasteners "Lok Seam" as manufactured by Lam Metal Contracting Ltd. or approved equivalent. 2. Fluoropolymer Coating: Manufacturer's standard two-coat, thermo-cured, full-strength 70 percent "Kynar 500" coating consisting of a primer and a minimum 0.75-mil dry film thickness with a total minimum dry film thickness of 0.9 mil and 30 percent reflective gloss when tested in accordance with ASTM D 523. 3. Durability: Provide coating that has been field tested under normal range of weathering conditions for minimum of 20 years without significant peel, blister, flake, chip, crack, or check in finish; without chalking in excess of No. 8 in accordance with ASTM D 659; and without fading in excess of 5 NBS units. Colour: Roof panel: as selected by owner, from the manufacturer's standard colors and patterns. 4. Standing Seam Roof Panels: Siliconized polyester-coated, roll-formed panels of 24-gage (0.0239-inch) galvanized steel sheets designed for mechanical attachment using a concealed clip. 5. Fasteners: Manufacturer's standard, with heads gasketed where exposed on exterior. 6. Felts: Provide asphalt-saturated organic felts conforming to the requirements of ASTM D 226, Type II (No. 30). 7. Accessories: Provide manufacturer's standard and accessories as required for a complete installation ncluding trim, copings, fasciae, gravel stops, mullions, sills, flashing, corner units, ridge closures, clips, seam closures, battens, gutters, downspouts, louvers, gaskets, sealants, and similar items. 8. Gaskets: Provide manufacturer's standard panel gaskets, in female half of panel joint system, of hollow or fingered vinyl or neoprene. 9. Sealants: Provide nonskinning, nondrying butylene mastic sealants in all joints of interior panel system to form a continuous vapor barrier. ACCESSORIES .1 Adhesives, fleshings, sealants and expansion joint materials as recommended by manufacturer to suit purpose intended. INSPECTION .1 Conform to all shop drawings. .2 Verify that proper slope to drain have been provided. .3 Verify that all deck penetrations, mechanical equipment and other items, by others, are properly installed and secure. INSTALLATION: ROOF PANELS 1. Comply with panel manufacturer's instructions for anchorage, joint Sealers, flashing, and trimfor the proper and permanent installation of panels, with provisions for thermal expansion, erected in panel pattern indicated. 2. Conceal fasteners by use of laps and joint clips. SECTION 07530 - TORCH-APPLIED 2 PLY SBS MODIFIED BITUMINOUS ROOFING MEMBRANE General: Furnish all labour, materials, services and equipment necessary for the supply and installation of a two-ply SBS modified Bituminous Membrane torch-applied roofing system on insulated steel or plywood deck UL Listing: Listed by Underwriters Laboratories for Class A external fire exposure and Class 60 wind uplift in the configuration required for Project. Inspections and Guarantees as listed below. Related requirements: 1 Division 5: Steel decking 2 Division 6: Plywood decking. 3 Division 6: Wood Cants, Blocking, Curbs and Nailing Strips. 4 Division 7: Flashing and Sheet Metal. 5 Division 15: Equipment, Plumbing and Drainage. References RCAW and other applicable regulations. Submittals: Product data for each type of product specified. Include data substantiating that materials comply with requirements. Written certification from manufacturer of modified bituminous sheet roofing system certifying that Installer is approved by manufacturer to install specified roofing system. Inspection and Warranty: Submit executed copy of roofing manufacturer's standard Limited Service Warranty agreement including flashing endorsement, signed by an authorized representative of system manufacturer, on form that was published with product literature as of date of Contract Documents, for 10 years after date of Certificate of Completion. Provide Warranty as required by Owner. The Roofing Contractor will provide and pay for all inspections and tests required to furnish the Owner with any Certificate of Guarantee. Quality Assurance: Manufacturer Qualifications: Obtain primary products, including each type of roofing sheet, bitumen, membrane fleshings, and primary accessories, from a single manufacturer. Provide secondary products as recommended by manufacturer of primary products. Weather Condition Limitations: Proceed with roofing work only when existing and forecasted weather conditions will permit unit of Work to be installed according to manufacturers' recommendations and warranty requirements. Delivery and Storage: Deliver materials to the job site in their original, unopened packages and containers, bearing the manufacturer's labels. Store materials in an approved manner and in conformance with the manufacturer's requirements, away from any flame or spark. Do not leave unused materials on the roof overnight or when roofing work is not in progress unless protected from weather or other moisture sources. Cooperation of trades The heating and ventilation trades will be responsible for cap and counter flashing of any vents, stacks, or other sheet metal projecting through the roof. This section will provide base flashing over wood or metal curbs, etc., and seal lead fleshings for services lines into the roof membrane. Advise all other trades of their responsibility to have pipes, sleeves, drains, fan and equipment bases installed on the roof in adequate time so that the roofing work is not delayed. Coordinate roofing with the mechanical and electrical trades at all times, as required. Products: Waterproof Membrane: 2 ply SBS membrane system "Sopralene Flam 250 GR manufactured by Soprema . Primers, Flashing and Stripping and Accessories: to be compatible with membrane as recommended by roofing membrane manufacturer. Wood Members: Comply with requirements of Division 6 for wood members. Other materials: Primer, mastic and protection medium adhesive as recommended by membrane manufacturer to suit membrane installation. Execution: Install roofing system according to manufacturer's recommendations, RCA W recommendations, testing agency listings, local code requirements, and applicable insurance requirements. Examination: verify that all work of other trades which penetrate roof decks are installed properly and are securely fastened. Report any deficiencies to the Consultant. Apply primer, base sheet and cap sheet to a prepared roof deck in accordance with RC AW recommendations. Cutoffs: At end of each day's roofing installation, protect exposed edge of incomplete work. Extend top sheet a minimum of 8 inches above top edge of cant strip and terminate. Nail edges of roofing membrane to wood blocking at perimeter edges of roof. Roof Drains: Set 30_by_30inch lead flashing sheet in bed of roofing cement on completed roofing sheet. Cover lead sheet with stripping, with stripping extending a minimum of 4 inches beyond edge of lead flashing onto roof membrane. Clamp roof membrane, lead flashing, and stripping into roof drain clamping ring. Allow for expansion of running metal flashing and edge trim which adjoins roofing. Do not seal or bond membrane or modified bituminous flashing or stripping to metal flanges over 3 feet in length. Cap Sheet Surfacing: Apply promptly after completing base sheet (same day where possible) in hot bitumen at average rate of 20 lb per square. Protect roofing during remainder of construction period. Repair or replace (as required) deteriorated or defective work to a condition free of damage and deterioration at time of Substantial Completion and according to warranty requirements. Upon completion of the work, clean up and remove all work equipment and surplus materials. SECTION 07600 - FLASHINGS & SHEET METAL General: Furnish all labour, materials, services and equipment necessary for the supply and installation of metal fleshings, scuppers, sheet metal work, gutters and downpipes (except where noted as ABS) and associated accessories as indicated on drawings and as specified herein. Comply with manufacturer's instructions for storage and handling. Protect from damage. Coordinate metal flashing and trim work with the installation of roofing, drains, piping, blocking, nailers, framing at openings, curbs, parapets and other adjoining substrate work. References; Roofing Contractors Association of Washington State; Sheet Metal and Air Conditioning Contractors' National Association (SMACNA), "Sheet Metal Work Architectural Manual"; Sheet Metal and Air Conditioning Contractors' National Association (SMACNA), "Architectural Specification for Sheet Metal Work"; ASTM A526M-85, "Steel Sheet, Zinc Coated (Galvanized) by the Hot-Dip Process, Commercial Quality"; American Iron and Steel Institute (AISI); Steel Structures Painting Council (SSPC); American Standards Association (ASA), Galvanized steel sheet: 28 ga, base metal thickness, commercial quality to ASTM A526-85, with Z275 designated zinc coating. Pre-finished steel sheet: factory applied coating supplemented and amended as follows: Colour to be determined by Owner. 28 ga. factory-coated galvanized iron, commercial quality to ASTM A525-65T Thickness specified for pre-finished steel sheet applies to base metal. Aluminum: 0.80 MM (0.032") Aluminum Screws and Washers: Stainless steel. Match finish of exposed heads with material being fastened. Slotted panhead thread forming ASA Type A. Thread-cutting screws where required, use ASA Type BT. Exterior exposed screws, use dished type plain periphery washers of material matching screw material plus approved 1 mm neoprene washer under each metal washer. Lengths and gauges as required and approved for secure and permanent fastenings. Cap Fleshings and Metal Copings: standing seam or s-locking. SECTION 07800 - ROOF ACCESSORIES Submittals: Submit shop drawings to Architect and Structural Engineer for review and approval prior to delivery. Confirm dimensions on site. Products: Vent Stack Covers: Lexsuco aluminum c/w telescoping action and pre-insulated Lexsuco insulating sleeve. Sizes as noted on Mechanical Drawings. Roof Access Hatch: Bilco Type S or approved equivalent. Size: as noted on Mechanical dwgs. Execution: install work to meet requirements of manufacturer's specifications. Incorporate devices to which roofing and flashing may be secured and install work to ensure that roofing and fleshings will be properly applied to maintain building weathertight SECTION 07910 - FIRE STOP SEALANT SYSTEM General: Furnish and install all labour, material and equipment necessary to completely fire seal around all service piping, ducts and conduit penetrations through fire rated walls and all floor slabs, as indicated, as specified and as required. Quality Assurance: The work of this section shall be carried out only by an approved specialist caulking firm, employing skilled workers. Products: System to be compatible with one-another and with the substrates forming openings. Approved Systems: ND Fire Protection Systems Inc; Hilti Inc; Johns Manville; Nelson Firestop Products; NUCO Inc; Tremco Sealant/ Weatherproofing division; USG Corporation. Execution: Do no work at temperatures less or greater than those recommended by manufacturers of sealant compound. Protect all work against damage and disfigurations of other trades against soiling and damage arising out of this work. Inspect all surfaces to be sealed, Report any unsuitable or unsatisfactory conditions to the Contractor, in writing prior to commencement. Make good penetrations to be sealed, clean, dry, free of dust, as recommended by manufacturer; remove oils and grease using solvent-based materials. Prepare joint around chute, piping, ducts and conduits to receive fire stop sealant, as directed by approved manufacturer's printed specifications and recommendations. Apply fire stop system in strict accordance with manufacturer's directions to provide required fire resistive rating. Fill voids and cavities formed by openings as required to achieve fire-resistance ratings indicated. Identify through-penetration firestop systems with preprinted metal or plastic labels. Attach labels permanently to surfaces adjacent to and within 6" of edge of the firestop system. Be responsible for making good any spoilage and damage caused by this work; remove rubbish and waste daily; remove droppings and such as work progresses. At completion replace and repair any defective work and leave perfect. SECTION 07920 - SEALANTS Requirements Included: This Section forms part of each of the Sections listed below. The Sections listed shall provide sealants as specified in each Section and shall conform to this Section for general requirements, accessory materials, installation and performance standards. Section Description 07600 - Fleshings and Sheet Metal Caulking to flashing 09250 - Gypsum wallboard Caulking at underside of plates Division 14 - Mechanical As specified Caulking shown on the drawings and not specifically called up in the above sections shall be supplied and installed according to the requirements of this Section; Colours as selected by Architect/Owner from manufacturer's standard range. Performance requirements; provide joint sealant for interior applications that establish and maintain airtight and water-resistant continuous joint seals without staining or deteriorating joint substrates. Storage and Handling: All materials to be delivered and stored in original wrappings and containers with manufacturer's seals and labels intact. Protect from freezing and moisture or water. Primers: Conform to manufacturer's recommendations for primers required for various substrates and conditions. Backup Materials: should be nonstaining, compatible With joint substrates; as recommended by sealant manufacturer the suitability of each material for sealants selected. Elastomeric Ioint sealant: comply with ASTM C920 and other requirements indicated for each liquid-applied chemically curing sealant specified. Where elastomeric sealants are specified to be non-staining to porous substrates, products shall be tested according to ASTM C1248. Latex joint sealant: comply with ASTM C834, Type 0 P. Grade NF. Following products are acceptable: Chem-Calk 600 by Bostik Findley; Sonolac by Sonnebom; Tremflex 834 by Tremco. Acoustical Sealant: manufacturer's standard, nonsag, paintable, nonstaining latex sealant complying with ASTM C834, that effectively reduces airborne sound transmission through perimeter joints and openings in the building, as tested according to ASTM E90. Execution: Inspect all joints and surfaces to be sealed. Report any unsuitable or unsatisfactory conditions to the Consultant in writing prior to commencement. Comply with recommendations in ASTM C 1 193 for use of joint sealants, as applicable to materials, applications and conditions indicated. Acoustical Sealant Application Standard: comply with ASTM C 919. Make good joints to be sealed clean, dry, free of dust, loose mortar, as recommended by manufacturer. Remove rust, mill scale and coating from all ferrous metal by wire brush, grinding or sandblasting; remove dils and grease using solvent-based materials such as xylol, loluol or methyl ethyl ketone for cleaning metals; ue no water base cleaners or soap detergents. Joints to receive sealant: Prime sides of joints as required by specified manufacturer's printed specifications---- City Of Tukwila BUILDIN DIVISION and recommendations. All joints shall be tooled and exposed sealed joints both taped and tooled. All joints to be sealed shall be thoroughly pre-treated to ensure the full bond capabilities of the sealant. Tapes shall be removed as soon as possible after tooling. Mask adjoining work as necessary. Sealants, tapes, gaskets, separators, joint fillers and back-up materials shall be physically and chemically compatible with each other and with adjacent materials. Items shall be installed so that they will not become dislodged during or after assembly of units. Be responsible for making good any spoilage and damage caused by this work; remove rubbish and waste daily; remove dropping and such as work progresses. SECTION 08100 - HOLLOW METAL DOORS & FRAMES General: Furnish all labour, materials, services and equipment necessary for the supply and Installation of metal doors and frames as indicated on drawings, as scheduled and as specified herein. Performance requirements: Fire door and frame assembly shall provide fire protection rating as scheduled. Shop drawings: Schedule and detail all doors and frames. Indicate frame configuration, anchor types, spacing, cutouts, reinforcement and finish. Identify, mark and key for site locations. Markings to be concealed when hollow metal items are installed and finished. Verify door and frame size by site measurement where walls are to be built prior to shop fabrication of frames and doors, and where wall locations will determine door and frame sizes. Quality Assurance All fire rated doors and frames shall have Underwriters Laboratories (UL) label as required. Manufacturing and fabrication shall be as specified, and not less than standards and tolerances set by the Steel Door Institute "Recommended Specifications for Standard Steel Doors and Frames". Delivery, Storage & Handling: Deliver, store and handle all metal doors and frames in a manner to prevent damage and deterioration. Provide packaging such as cardboard or other containers, separators, banding and paper wrappings as required to completely protect all metal doors and frames during transportation and storage. Store doors upright, in a protected dry area, at least 1" (25 mm) off the ground and with at least 1/4" (6mm) air space between individual pieces, protect all prefinished and hardware surfaces as required. Use all means necessary to protect the installed work and materials of all other trades. Leave spreaders in place until frames area braced or anchored in final location. Sheet Steel: Commercial quality carbon steel, to ASTM A 568. Galvanized Steel Sheets: zinc-coated carbon steel sheets of commercial quality, complying with ASTM A 256. Core: Resin impregnated heavy kraft paper expanded "honeycomb", each cell approximately 1" across. Supports & anchors: fabricate of not less than 18-gauge sheet steel; galvanized where used with galvanized frames, Shop applied primer rust-inhibitive enamel or paint, either air-drying or baking, suitable as a base for specified finish paints. Fire-rated assemblies: provide units that display appropriate UL labels for fire-rating indicated. Fabrication: Fabricate units to be rigid, neat in appearance, and free from defects, warp or buckle. Weld exposed joints continuously, grind, dress and make smooth, flush and invisible. Prepare steel doors and frames to receive mortised or concealed finish hardware, including cutouts, reinforcing, drilling and tapping, complying with "Specifications for Door and Frame Preparation for Hardware". Exterior Frames: 16 gauge (1.52 mm) material. Interior Frames: 18 gauge (1.22 mm) material. Interior glazing, pressed steel frames: Complete with minimum 20 ga. (0.91 mm) steel formed screw-on glazing stops having same finish as frames. Countersink stops for oval head screw attachment. Metal door frames in wood construction to be "knock-down" type, All (new) exterior doors to have welded frames. Exterior and Interior Doors: Face sheets minimum 20 gauge (0.91 mm) steel thickness mechanically interlocked and epoxy sealed vertical edges, top and bottom end channel closures spot welded, insulation fill in all voids of exterior doors. Fabricate frames as adjustable jamb knock-down units, unless frame is required to be welded to suit U.L. requirements. Reinforce frames wider than 48" (1200 mm) with roll formed steel channels fitted tightly into frame head flush with top. Prepare frames for silencers. Provide three (3) single silencers for single doors (and mullions of double doors) on strike side and two (2) single silencers on frame head at double doors without mullions. Attach fire rated label to each frame unit at hinge side. Provide frame anchors of a type suitable for wall construction. Back paint frames with bituminous coating where in contact with masonry, concrete, plaster or grout Bevel door edges 1/8" (3 mm) in 2" (50 mm) on lock and hinge edges, THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO PENIS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS EXCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENIS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS "ISSUED FOR CONSTRUCTION' AND SIGNED/ SEALED BY THE ARCHITECT. r.1_ REVIEWED FOR CODE COMPLIANCE APPROVED MAY 5 2008 MAR, 14/08 FEB. 8/08 JAN, 29/08 NOV, 30/07 NOV. 1/07 OCT, 9/07 SEP. 13/07 DATE DENIS TURCO ARCHITECT AIA Suite 277-780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office@dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE Tukwila, WA \ TECT 7 \... T AT DENTS TUN 0 SE OF WASU NGTON ISSUED FOR CONSTRUCTION CORRECTION LETTER #2 CORRECTION LETTER #1 REVISED FOR BUILDING PERMIT ISSUED FOR BUILDING PERMIT ISSUED FOR COORDINATION HEALTH PERMIT REVISIONS ECEIVEr APR 1 7 2008 SPECIFICATIONS PERMIT CENTEv SHEET TITLE: FILE NO.: DATE: SCALE: DRAWN BY: CHECKED BY: SHEET NO.: DATE LAST REVISED: MAR. 14/08 07164 JUN. 2007 AS NOTED EC /TF DT NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. A8.1 DT DT DT DT DT DT DT BY Door Reinforcement: Doors shall be mortised, reinforced, drilled and tapped at the factory for fully templated hardware in conformance with the reviewed hardware schedule and templates provided by the hardware supplier. Where surface mounted hardware is to be applied doors shall have reinforced plates only with drilling and tapping done on site. Installation: Set frames in concrete and masonry walls in correct location, plumb, square and true. Maximum allowable variation: 1/16" (1.6 mm) out of plumb measured on face of frame, 1/8" (3 mm) twist corner to comer diagonally. Brace frames securely. Anchor to floor and walls using anchorage provided. Provide temporary bracing to hold frames true while being built -in. Provide temporary spreaders at mid point of frame, and vertical brace for frames over 4' -0" (1200 mm) wide, until building -in work completed. Assemble sectional and large size frames to provide smooth flush fitting joints, frame rigid and in line. Touch up any damaged galvanized finish. Remove mortar splatter and leave components ready for finishing by others. SECTION 08410 - ALUMINUM ENTRANCES, STOREFRONTS AND GLAZING SYSTEMS General: Provide aluminum entrance and storefronts, complete, thermally broken, as shown and as specified. Comply with General Requirements. Structural performance: Design and size components to withstand dead and live loads caused by positive and negative wind pressure acting normal to plane of wall to a inward design pressure of 34psf. and an outward pressure of 42.5psf. Limit mullion deflection to U175 of the span (with safety factor of 1.65); with full recovery of glazing materials. Air infiltration standard: Air infiltration not to exceed 0.06cfm /ft2 of wall area at a pressure differential of 6.24 p.s.f. Shop Drawings: Indicate system dimensions, framed opening requirements and tolerances, affected related Work and expansion and contraction joint location and details. P. Eng must seal shop drawings. Statement shall be signed by hardware supplier and contractor. Product data: Provide component dimensions, describe components within assembly, anchorage and fasteners, glass and infill, door hardware, intemal drainage details. Tempered glass to meet requirements of Federal Standard 16CFR 1201 CAT I and CAT II, the Safety Criteria of ANSI Z97.1-1984 and Federal Specifications ASTM C 1048 -90 Kind FT, Condition A, Type I, Quality- Glazing; Bronze colour for glass. Cladding finish for B5S Standard Square Base Shoe: as per Owner's instructionns Acceptable products: Wedge -Lock Glass Securing System as manufactured by CR Laurence Architectural Products. Extrusions: Extrusions shall be 6063 -T5 alloy and temper. Formed aluminum components: Formed aluminum components shall be sheets of alloy and temper suitable for their purpose and finish. Fasteners: Fasteners shall be 300 series stainless steel or 400 series stainless steel cadmium plated of sufficient size and quantity to perform their intended function. Weathering and glazing gaskets: Gaskets shall be extruded, black, closed cell or dense elastomer of durometer appropriate to function. Finish & colour: as per Owner's requirements. Installation: shall be in accordance with manufacturer's instructions and approved shop drawings. Provide P. Eng. certification of installation upon completion. SECTION 08210 - WOOD DOORS General: Furnish all labour, materials, services and equipment necessary for the supply and installation of wood doors, frames and trim casing as indicated on drawings; style as selected by Owner. Quality Assurance: Wood doors shall conform to AWI "Architectural Woodwork Quality Standards Illustrated "; Fire -rated wood doors shall be listed and labeled by a testing and insepcting agency acceotable to authorities having jurisdiction, for fire ratings indicated. Hollow Core Door: Size as indicated on drawings. Provide blocking as needed to eliminate through - bolting hardware. Bi -fold Doors: Size as indicated on drawings. Solid Core Wood Door: Size and fire resistance rating as indicated on drawings; provide UL label for required rating. Edge construction shall be manufacturer's standard laminated -edge construction with improved screw - holding capability and split - resistance. Openings: 1. Light openings: trim openings with moldings of material and profile indicated; 2. Louvers: Factory installed louvers in prepared openings. Sealing: All door edges shall be factory sealed with sealer compatible with finish to follow. Preparation: Prepare wood doors to receive finish hardware supplied under Section 08700 - Finish Hardware. Installation: Comply with NFPA 80 for fire -rated doors. Factory-fitted doors: align in frames for uniform clearance at each edge SECTION 08700 - FINISH HARDWARE General: Supply and install all finish hardware to the site, as directed by Owner. Submittals: 1. Product data for each type of product indicated; 2. Shop drawings for each product, including details of electrified door hardware, wiring diagrams. Templates: distribute door hardware templates for doors, frames and other work specified to be factory prepared for installing door hardware. Door hardware sets: prepared under the supervision of Installer, detailing fabrication and assembly of door hardware, to include the following: 1. Identification number, location, hand, fire rating and material of each door and frame 2. Type, style, function, size, quantity and finish of each door hardware item. Include description and function of each lockset and exit device. 3. Complete designation of every item required for each door or opening, including name and manufacturer. 4. Description of each electrified door hardware function, including location, sequence of operation, and interface with other building systems. Keying: prepared under the supervision of Installer, detailing Owner's final keying instructions for locks. Fire -rated door assemblies: complying with NFPA 80 that are listed and labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for fire ratings indicated, based in testing according to NFPA 252. Hinges: Butts and hinges to BHMA A156.1; Self - closing hinges to BHMA A156.17 Manufacturers: Bommer Industries, Inc(BI); Hager Companies(HAG); Lawrence Brothers, Inc(LB); Stanley Comercial Hardware(STH) or equivalent. Pivots: to BHMA A156.1; Pivot hinges to BHMA A156.17 Manufacturers: Bommer Industries, Inc(BI); Dorma Architectural Hardware(DAH); Hager Companies(HAG); Stanley Commercial Hardware(STH) Locks and latches: 1. For accessiblity requirements, provide operating devices that do not require tight grasping, pinching, or twisting of the wrist and operate with a force not more than 5 lbs; 2. For means of egress doors comply with NFPA 101. Latches shall not require more than 15 lbf. to release the latch. Locks shall not require use of a key, tool or special knowledge for operation. 3. Bored locks to BHMA A156.2, Grade 1, Series 4000 4. Mortise locks: BHMA A156.13, Grade 1, Series 1000 5, Interconnected locks: BHMA A156.12, Grade 1, Series 5000 Manufacturers: Arrow Usa(ARW); Cal -Royal Products(CRP); Schlage Commercial Lock Division(SCH); Falcon Lock(FAL); Sargent Manufacturing Company(SGT) or equivalent Bolts: Surface bolts to BHMA A 156.16, Grade 1; Manual flush -bolts to BHMA A156.16, Grade 1, designed for mortising into door edge; Automatic and self - latching bolts to BHMA A156.3, Grade 1, designed for mortising into door edge. Manufacturers: Hager Companies(HAG); Stanley Commercial Hardware(STH); Trimco(TBM) or equivalent. Lock cylinders to BHMA A156.6, Grade 1. Keying system to be factory registered, complying with guidelines in BHMA A156.28, Appendix A. Manufacturers: ABLOY Security, Inc(ABL); Arrow USA(ARW); Hager Compcanies(HAG); Schlage Commercial Lock Division(SCH); Trimco(TBM) or equivalent Closers: 1. Accessibility requirements: for interior, non -fire -rated hinged doors, maximum opening force to be 5lbf. applied perpendicular to door. 2. Means of egress door: comply with NFPA 101, with maximum 30 lbf to set door in motion and not more than 15 lbf to open door to minimum required width. 3. Flush floor plates: provide finish cover plates for floor closers, unless thresholds are indicated. Match door hardware finish, unless otherwise indicated. 4. Surface closers: to BHMA A156.4, Grade 1; Closer holder release devices to BHMA A156.15 Manufacturers: Arrow USA(ARW); Dorms Architectural Hardware(DAH); Sargent Manufacturing Company(SGT); Hager Companies(HAG); Trimco(TBM) or equivalent Door stops and holders to BHMA A156.16, Grade 1; Combination stops & holder to BHMA A156.8, Grade 1 Manufacturers: Baldwin Hardware Corporation(BH); Cal -Royal Products(CRP); Dorma Architectural Hardware (DAH); Hager Companies(HAG); Trimco(TBM) or equivalent Door gasket= Standard BHMA 156.22; Gasketing materials to ASTN D 2000 and AAMA 701/702. Provide continuous weather -strip gasketing on exterior doors and provide smoke, light or sound gasketing on interior doors, as indicated. Smoke- labeled gasketing shall comply with NFPA 105 for smoke - control ratings indicated, based on testing according to UL 1784. Provide smoke - labeled gasketing on 20 minute rated doors and on smoke - labeled doors. Manufacturers: Hager Companies(HAG); Pemko Manufacturing(PEM); Reese Enterprises(RE) or equivalent Thresholds: Standard BHMA A156.21. For accessibility requirements bevel raised thresholds with a slope of not more than 1:2. Thresholds for means of egress doors shall comply with NFPA 101, maximum 1/2" high. Manufacturers: Hager Companies(HAG); National Guard Products(NGP); Rixon Speciality Door Controls(RIX); Zero International(ZRO) or equivalent Doors and Hardware: Install doors and hardware in accordance with the manufacturer's instructions and templates supplied. Fit accurately using full complement of screws and draw up tight. Install hardware at following heights from finished floor to centre line of item unless otherwise specified. Butts: Top: 9 -3/4" (273 mm) from door frame to centre line of butt. Bottom: 10 -3/8" (263.5 mm). Centre: Equally spaced between top and bottom butts, Door Pull: 45" (1143 mm). Push Plate: 45" (1143 mm). Door Bar: 42" (1066.8 mm). Door Knob: 40" (1016 mm). Dead Lock: 60" (1524 mm). Panic Bolt: 40" (1016 mm). Hang all doors to open and close smoothly. Keep an even margin between door and jamb, sufficient on all sides to allow free action of the door. Re- adjust and check all doors upon completion of the work, correcting any restrictions to the free action of the door caused by paint, moisture or improper fixing of hardware, etc. Steel doors and frame installation shall comply with DHI A115 Series. Drill and tap doors and frames for surface- applied dor hardware according to ANSI A250.6 Wood door installation to comply with DHI A115 -W Series Clearance on doors at head and jambs shall be 1/8" (3 mm) and 3/8" (9 mm) at threshold, Latch edge of doors shall be bevelled allowing for swing clearance. Door Closers- unless otherwise required by authorities having jurisdiction, adjust sweep period so that, from an open position of 70 degrees, the door will take at least 3 seconds to move to a point 3 inches from the latch, neasured to the leading edge of the door- as per ADA Accessibility Guidelines, Install door grilles in doors, as required by Mechanical Engineer and specified herein. Remove all handling marks and drag marks by lightly sanding doors immediately after installation. Install labelled fire rated doors in accordance with label authority's requirements. Labels shall not be removed. Integrity of doors shall be maintained. Clean and polish all hardware. Remove any scratched, marred or damaged hardware and replace with new. SECTION 08800 - GLASS & GLAZING General: Furnish all labour, material, equipment and services necessary for the supply and installation of interior miscellaneous glass as indicated on the drawings, as scheduled and as hereinafter specified. Quality Assurance: 1. Preconstruction adhesion and compatibility testing; 2. Mockups for each glass product Delivery. Storage & Handling: Prevent damage to materials during handling and storage. Store packaged material in original containers and manufacturer's seals and labels intact. Packaging and packing of glass to be in accordance with the best commercial practice. Make good or replace scratched or damaged materials as directed, at no additional cost. Deliver glass in wood crating or approved protective wrapping. Store vertically, blocked off the floor in a weather proof enclosure. Insulating glass units must be stored vertically with positive bottom support at right angles to plane of glass. Do not slope or tilt units. Install glass as soon as possible after delivery to site. Do not store on site. Guarantee: guarantee hermetically sealed units against defects in the materials and workmanship for 10 years commencing from the date of substantial completion of the work. Guarantee to cover full replacement including stops, trim, clips, caulking, sealants, all at no cost to the Owner. Glass: For sizes and locations of all lights refer to drawings and schedules. Annealed Float Glass: Clear Heat- Treated Float Glass: Heat strengthened and fully tempered. Patterned glass: tempered. Wired Glass: Type 1 (polished both sides); Style 3 (square wire mesh). Thickness: 1/4" (6 mm). Safety (Tempered) Glass: Type 2, tempered; Class B, float or plate glass; Laminated Glass: min 5mm single thickness; with polyvinyl - butyral sheet interlayer. Insulating glass: Manufacturer's standard dual - sealed units. Fire - Resistive Glazing: Specially tempered monolithic glass; Laminated glass with intumescent layers; Gel - filled dual - glazed units. Glazing Tane; Expanded - cellular type Glazing Gaskets: Lock -strip Silicone Glazing Sealant: Neutral or basic curing, Class 25. Solvent Cleaner: As required for above glazing materials and as recommended by their approved manufacturer. Job Conditions: examine site conditions and other underlying work for defects and discrepancies which might impair the work of this section, Ensure that work of other sections is completed and in satisfactory condition before starting work. Report any unsatisfactory conditions in writing to the Contractor. Start no work until conditions are satisfactory; commencement of work shall imply acceptance of conditions. Cutting: Cut glass with clean straight edges, no splintering or cracks. For normal glazing, allow 2 mm to 4 mm clearance all round. For large or multiple pane units, conform to manufacturer's recommendations. Confirm dimensions and sizes on site. Fabrication & Installation: Install glass in frames without bending or twisting, with planes true and parallel to frame faces, with thickness or bedding even and regular all round. Ensure wood and steel frames and stops are primed before glazing. Do not mark or chip prefinished metal surfaces. All work by an approved firm employing skilled glaziers; according to trade specifications. Glass sizes to be obtained from site measurements; with allowances made to suit glass thickness and sizes as recommended by manufacturer. Glass weight and thicknesses shall be as required by size of glass unit, but in no case shall be less than that specified under Clause 2.4 herein, Install all glass on glazing blocks and with spacer blocks, both of sizes required, and to ensure adequate spaced for glazing, as recommended by manufacturer of tapes. Hollow Metal Doors: Metal stops where indicated; install glass type as indicated or scheduled and as required by light size; set glass in continuous tape; both sides, all according to manufacturer's specifications and recommendations for interior glazing; no movement, sagging or rattling will be allowed; trim excess installation material away. Wood Doors: Wood stops; install glass type as indicated or scheduled and as required by light size; set glass in continuous tape; both sides; according to manufacturer's recommendations for interior glazing; no movement, sagging or rattling of glass allowed. Trim excess material. Adiust & Clean: At completion of glazing of each unit, surplus compounds shall be removed from all adjacent surfaces and glazing sections. All materials shall be protected during and after installation. Glazing compounds shall be applied within the temperature ranges designated by the manufacturer, and all finished glazing clearly marked with a spot of whiting. Clean all glass on completion. Leave no manufacturer's labels or grade marks on glass. SECTION 08830 - MIRRORS General: Furnish all labour, materials, services and equipment necessary for the supply and installation of wood doors, frames and trim casing as indicated on drawings; style as selected by Owner. Quality Assurance: Comply with GANA "Glazing Manual" and GANA Mirror Division's "Mirrors, Hnadle with Extreme Care: Tips for the Professional on the Care and Handling of Mirrors" ; for tempered mirrors, provide products complying with testing requirements in 16 CFR 1201 for category II materials. Submittals: provide shop drawings including mirror elevations, edge details, mirror hardware and attachments to other work. Provide samples for each type of mirror product required. Warranty: five years from the date of Substantial Completion. Products: 1. Clear glass mirrors to ASTM C1503, Mirror Select Quality; Tinted glass mirrors to ASTM C1503, Mirror Glazing Quality 2. Tempered Clear Glass Mirror. 6.0 mm nominal thickness; to ASTM C 1503, Mirror Glazing Quality 3. Setting blocks: elastomeric material with Type A Shore durometer hardness of 85. Fabrication: sizes as indicated, flat polished edge; Laminated safety mirrors to comply with ASTM C 1172. Installation: Install mirrors to comply with Manufacturer's written instructions and with referenced GANA Publications, Provide a minimum air space of 1/8" between back of mirrors and mounting surface for air circulation. For wall mounted mirrors, install with mastic and mirror hardware. Do not permit edges of mirrors to be exposed to standing water. Protect mirrors from breakage resulting from construction operations. SECTION 09111- NON -LOAD BEARING STEEL FRAMING General: Furnish all labour, material, equipment and services necessary for the supply and installation of steel stud and furring as indicated, scheduled and as specified. Quality Assurance: 1. For fire- resistance -rated assemblies, provide materials and construction tested in accordance with ASTM E 119; 2. For STC -rated assemblies, provide materials and construction tested in accordance with ASTM E 90 and classified in accordance with ASTM E 119. Products: 1. Non -load- bearing steel framing comply with ASTM C 754. For steel sheet components comply with ASTM C645; protective coating to ASTM A653/A 653 M, G60, hot -dip galvanized zinc coating 2. Suspension system components 2.1.Tie Wire to ASTM A 641/A 841M, Class 1 zinc coating, soft temper, 0.0625" diameter wire 2.2 Hanger attachments to concrete: Anchors to ASTM E 488 and as specified by Structural Engineer 2.3 Wire hangers: ASTM A 641/A 641 M, Class 1, zinc coating, soft temper, 0.162" diameter 2.4 Flat hangers: steel sheet- as per Structural Engineer's specifications 2.5 Carrying channels: cold - rolled, commercial -steel sheet, base -metal thickness of 0.0538" 2.6 Furring channels: cold - rolled channels, 0.0538" bare -steel thickness; steel studs to ASTM C 645 minimum base -metal thickness 0.0312"; resilient furring channels 1/2" deep members 2.7 Grid- suspension system for ceilings to ASTM C 645, direct -hung system, composed of main beams and cross - furring members that interlock Products by: Armstrong World Industries- Drywall Grid System; Chicago Metallic Corporation- 640 -C Drywall Furring System; USG Corporation- Drywall Suspension System or equivalent. 3. Steel Framing for Framed Assemblies 3.1 Steel studs and runners to ASTM C 645. GA -600 recommends 0.0312" thick studs at fire -door frames supporting standard and heavyweight doors. For framing supporting ceramic tile substrates, 0.0312" thick is recommended 3.2 Slip -type Head Joints: Double Runner System to ASTM C 645 top runners, inside runner with 2" deep flanges; Deflection track: steel sheet top runner manufactured to prevent cracking of finishes applied to interior partition framing resulting from deflection of structure above Products: Steel Network- VertiClip SLD Series; Superior Metal Trim- Superior Flex Track System(SFT) 3.3 Firestop track: as specified in Division 7, Section 07841 3.4 Flat Strap and Backing Plate: Steel sheet for blocking and bracing, minimum base -metal thickness 0.0312" 3.5 Cold- rolled Channel Bridging: 0.0538" thickness. minimum 1/2" wide flanges 3.6 Hat- shaped, Rigid Furrign Channels: ASTM C645, minimum base -metal thickness 0.0312 ", depth 7/8" 3.7 Resilient Furrign Channels: 1/2" deep, steel sheet members designed to reduce sound transmission 3.8 Z- Shaped Furring: face flange of 1 -1/4 ", wall attachment flange of 7/8 ", minimum thick 0.0179" Polyethylene Vapor Retarder: see Section 07210 Batt Insulation. Execution: Install steel framing to comply with ASTM C 754 Install steel studs with bottom and top runner tracks anchored to substrates. Isolate system from building structure to prevent transfer of loading and deflections into metal support system, both vertically and horizontally. Installation suspension systems: Suspend hangers from building structure; where ducts withing ceiling plenum interfere with hanger spacing, install supplemental suspension members and hangers For Fire - Resistance -Rated assemblieswire tie furring channels to supports. For Seismic bracing: sway -brace suspension systems with hangers used for support; For grid- suspension systems, attach perimeter wall track where grid suspension system meet vertical surfaces Installing framed assemblies: Where studs are installed against dissimilar metal at exterior walls, install isolation strip between studs and exterior wall. Extend framing full height to structural supports above suspended ceilings, except as indicated.For fire- resistance -rated partitions, install framing to make partitions continuous from floor to underside of solid structure. Frame door and other openings with studs and runners of thickness, number, and arrangement to comply with manufacturer's recommendations for size of opening, weight and height of doors, and stud size, unless otherwise indicated. Install polyethylene vapor retarder, where indicated, to comply with the following requirements: Extend vapor retarder to extremities of areas to be protected from vapor transmission. Secure in place with mechanical fasteners or adhesives. Extend vapor retarder to cover miscellaneous voids in insulated substrates. Seal vertical joints in vapor retarders over framing by lapping not less than two wall studs. Fasten vapor retarders to framing at top, end, and bottom edges, at perimeter of wall openings, and at lap joints. Seal joints in vapor retarders caused by pipes, conduits, electrical boxes and similar items penetrating vapor retarders with vapor retarder tape. Repair any tears or punctures in vapor retarder immediately before concealing it with the installation of gypsum board or other construction. Install supplementary framing, runners, furring, blocking, and bracing at openings and terminations in board assemblies and where required to support other work that cannot be adequately supported on gypsum board alone. Install and finish gypsum wallboard and trim as per Section 09250 Gypsum Wall Board and Section 06200 Finish Carpentry. SECTION 09250 - GYPSUM WALL BOARD General: Furnish all labour, material, equipment and services necessary for the supply and installation of gypsum wallboard as indicated, scheduled, and specified. Include also the sealing of perimeter joints of drywall sound insulated interior walls; supply and installation of acoustical insulation in drywall sound insulated walls & drop ceilings; spray textured finish of all areas as directed by Owner /Builder. Quality Assurance: For fire- resistance -rated assemblies, provide materials and construction tested according to ASTM E 119. For STC rated assmeblies, provide materials and construction tested according to ASTM E 90 and classified according to ASTM E 413. Install mockups at least 100sf in surface area. Products: 1. Fire Resistant Gypsum Wallboard Type X: thickness 5/8 ", long edges tapered 2, Moisture Resistant Gypsum Wallboard: core 5/8" thick, type X, long edges tapered 3. Regular type thickness 5/8" (also available in 1/2 "), long edges tapered 4. Tile backing panels: Water- Resistant Gypsum Backing Board to ASTM C 630/C 630 M, core 5/6" thick, typeX; Cementitious Backer Units to ANSI A118.9, thickness 1/2 ". 5.Interior trim ASTM C 1047. 6. Joint Treatment Materials: comply with ASTM C 475/C 475 M. Joint tape to be paper or as recommended by panel manufacturer. Joint compound for Interior Gypsum Wallboard to have formulation that is compatible with other joint compounds previously applied. 7. Auxiliary Materials: Laminating adhesive to be adhesive or joint compound recommended for directly adhering gypsum panels to continuous substrate. Steel Drill Screws to ASTM C 1002. Sound Attenuation Blankets to ASTM C 665, Type I, produced by combining thermosetting resins with mineral fibers manufactured from glass, slag wool, or rock wool, Acoustical Sealant/ Thermal Insulation! Vapour Retarder- as specified in Division 7. Execution: 1. Applying and finishing panels- to comply with ASTM C 840. Install ceiling panels across framing and with face side -out. Butt panels together, with not more than 1/16" open space between panels. Locate edge and end joints over supports. Stagger vertical joints on opposite sides of partitions. 2. Applying Interior Gypsum Board in locations as indicated on the drawings. Single -Layer application: On ceilings, apply gypsum panels before wall! partition board application. On partitions/ walls apply gypsum panels horizontally. On Z- furring members, apply gypsum panels vertically with no end - joints. Multi -layer application: On ceilings, apply gypsum board indicated for base layers before applying base - layers on walls! partitions; apply face layers in the same sequence. On partitions/ walls, apply gypsum board indicated for base layers and face layers vertically, with joints of base layers located over studs and face :ayerjoint offset at !oast one stud. Curved surfaces: install panels horizontally and unbroken across curved surface plus 12" long straight sections at ends of curved and tangent to them. 3. Appvlinq tile backer units: cementitious backer units to ANSI A 108.11 at locations indicated to receive tile. Areas not subjected to wetting: install regular -type gypsum wallboard panels. 4. Control Joints: according to ASTM C 840. Finishing gypsum board: gypsum board finish levels as follows and according to ASTM C 840 Level 1: Ceiling plenum areas, concealed areas. Level 2: Panels that are substrate for tile. Level 3: Suitable for surfaces receiving medium- or heavy - textured finishes before painting. Level 4: At panels surfaces that will be exposed to view. Level 5: where indicated on drawings. Glass -Mat Gypsum Sheathing Board, Glass -Mat Water - Resistant Backing Panels and Cementitious Backer Units- finish according to manufacturer's instructions. Inspection/ Preparation: Do not close in ceiling and soffit spaces or walls until all services have been completed, tested and approved. Protect work of other sections from damage resulting from work of this section. Take necessary protection to avoid spattering of surfaces adjacent to gypsum wallboard areas, particularly aluminum and glass. Droppings from this work shall be promptly removed. Do not fill and tape joints in moisture resistant gypsum wallboard. Point up and patch gypsum wallboard. Point up and around trim and other set work and leave work complete and perfect. Clean up rubbish due to gypsum wallboard operations daily and keep the premises in clean and acceptable condition at all times. SECTION 09305 - STONE! TILE SETTING MATERIALS AND ACCESSORIES General: Furnish all labour, materials, services and equipment necessary for the supply and installation of , but not necessarily limited to, all setting beds, mortar, additives, grout and tile accessories as indicated on drawings and as specified herein. Quality Assurance: Build mock -up for each type of floor/ wall tile installation. ANSI Ceramic Tile Standard: Provide standard Grade Tile that complies with ANSI A 137.1, "Specifications for Ceramic Tile ". The installer is responsible for ensuring that materials selected and the installation methods specified herein are compatible and produce bonding of thin veneer stone to substrate. Carry out own site tests where required to verify preceding. Setting and Grouting Materials: as per manufacturer's instrucitons, use: 1) Mapei Ultracolor, Keracolor S, Kerapoxy or Keracolor U Grout; 2) Mapei Keralastic with Kerabond, or GraniRapid System; 3) Mapelastic or Mapelastic HPG, TOL013 Fiber Mesh at all seams and changes of plane; 4) Sitemix Render. % "min. thickness; sitemix 3:1 dry masonry sand and Portland Cement (Type 1 C150) with water (Exterior: use Planicrete AC instead of water or interior for better performance); 5) Galvanized wire lath mechanically fastened, attached as per ANSI A108.1 -A4.1. Execution: Inspect the Work of other Sections upon which the Work of this Section depends. Proceed only after deficiencies, if any, in the Work of other Sections have been corrected. Coordinate with requirements in Section 04851 Stone veneers, Check all surfaces ready to receive stone veneer: all level, plumb, smooth, firm, free from loose particles; dropping, projections, grease, solvent, paint and other foreign matter and from other unsuitable conditions which would affect tile work, Avoid concentrated or irregular heat during drying; provide adequate ventilation. Conform to manufacturer's recommendations for the installation temperature requirements for epoxy setting materials and grouts. Prepare and prime all surfaces as required and as recommended by manufacturers of adhesives and mortars; as required by job conditions to ensure good, permanent bonds. SECTION 09310 - CERAMIC TILE General: Furnish all labour, materials, services and equipment necessary for the supply and installation of ceramic tile including, but not necessarily limited to, all setting beds, mortar, additives, grout and tile accessories as indicated on drawings and as specified herein, Quality Assurance: Build mock -up for each type of floor/ wall tile installation. ANSI Ceramic Tile Standard: Provide standard Grade Tile that complies with ANSI A 137.1, "Specifications for Ceramic Tile ". The installer is responsible for ensuring that the tile selected and the installation methods specified herein are compatible and produce bonding of tile to substrate and that grouts will not stain tiles. Carry out own site tests where required to verify preceding. Waterproofing and Crack - Suppression Membranes for Thin -Set Tile Installation : Manufacturer's standard product that complies with ANSI A 118.10. Unreinforced, Fluid - Applied Product" liquid -latex rubber, with a VOC content of 65/L or less. Latex - Portland Cement Product: flexible mortar with acrylic -latex adhesive. Urethane Waterproofing and Tile- Setting Adhesive: one -part liquid - applied urethane, with a VOC content of 65 g/L or less. Setting and Grouting Materials: 1) Portland Cement (Thickset) Installation Materials to ANSI A 108.1A. 2) Dry-set Portland Cement Mortar (Thin Set) to ANSI A 118.1. 3) Latex - Portland Cement Mortar (Thin Set) to ANSI A 118.4. 4) Chemical- Resistant, Water - Cleanable Tile - Seting and - Grouting Epoxy to ANSI A 118.3. 5) Standard Cement Grout to ANSI A 118.6, colour as indicated. Miscellaneous Materials: 1) Elastomeric sealants- of base polymer and characteristics indicated that comply with applicable requirements in Division 7 Section "Joint Sealant ". 2) Cementitious backer units to ANSI A118.9 in maximum lenghts available, to minimize end -to -end butt joints. 3) Trowelable Underlayments and Patching Compounds: latex- modified, portland- cement based formulation. 4) Metal -edge strips: Angle or L -shape exposed -edge material. Execution: Inspect the Work of other Sections upon which the Work of this Section depends. Proceed only after deficiencies, if any, in the Work of other Sections have been corrected. Comply with parts of ANSI A 108 Series "Specifications for Installation of Ceramic Tile" that apply to types of setting and grouting materials and with TCA "Handbook for Ceramic Tile linstallation" methhods indicated in ceramic tile installation methods. Check all surfaces ready to receive tiling; all cured, level, plumb, smooth, firm, free from loose particles; dropping, projections, grease, solvent, paint and other foreign matter and from other unsuitable conditions which would affect tile work. Avoid concentrated or irregular heat during drying; provide adequate ventilation. Conform to manufacturer's recommendations for the installation temperature requirements for epoxy setting materials and grouts. Prepare and prime all surfaces as required and as recommended by manufacturers of adhesives and mortars; as required by job conditions to ensure good, permanent bonds. Floor tile installation schedule: 1) Interior floor installation an concrete thin -set mortar to TCA F113; 2) With water - cleanable epoxy adhesive to TCA F116, grout to be polymer- modified sanded grout. Wall installation schedule: 1) over gypsum board on metal studs, organic adhesive TCA W242, polymer - modified sanded grout. Press tile into position and beat firmly into bed until the surface is brought to a true and even plane. Joints between tiles to be uniform, straight, true, even and with adjacent units finish. Fit units around corners, fitments, fixtures, drains, and other built -in objects to maintain uniform appearance. Cut edges shall be smooth, even, and free from chips. Perimeter tiles to be a minimum 1/2 full size. Sound tiles after setting and replace hollow sounding units to obtain full bond. Use coloured grout to all wall tiles unless otherwise specified. Colour and material as selected by the Owner. Fill all joints firmly with grouting compound and carefully finish up all joints to dense, waterproof joints. Remove excess grout from tiles immediately. Joints between tiles shall be watertight without voids, cracks, excess grout. Do not grout internal vertical or horizontal corners or where tile abuts dissimilar material, plumbing fixtures, built -in items or service rough -ins. Leave joints open for sealant. Protect finished work from traffic a minimum of 72 hours. Clean joints to receive sealant of mortar and grout. Install backing rod if necessary at deep joints. Apply sealant full height of vertical interior corners, full length of horizontal interior corners and at junction with adjoining surfaces /materials. Apply sealant around fittings, fixtures, built -in items, services rough -ins and lines (under escutcheons). On completion of the Work, replace defective, or misaligned tiles. Make good skips, voids, or excess grout. Remove all excess materials and rubbish entirely from the site. SECTION 09511 - ACOUSTICAL PANEL CEILINGS General: Furnish all labour, materials, services and equipment necessary for the supply and application of field applied painting, including preparation, priming and finishing of materials as indicated on the drawings, finish schedules, and specified herein. Quality Standards: 1) Acoustical Testing Agency- an independent testing laboratory; 2) Fire - Resistance Characteristics- acoustical panel ceilings to ASTM E119 by UL; 3) Surface - Buming Characteristics: acoustical panels complying with ASTM E1264 for Class A materials, when tested per ASTM E84; 4) Seismic Standard: for Ceiling Suspension Systems Requiring Seismic Restraint comply with ASTM E 580; for Systems Requiring Seismic Restraint comply with CISCA's "Guidelines for Seismic Restraint of Direct -Hung Suspended Ceiling Assemblies ". Products: 1. Acoustical Panel Ceilings- Standard- comply with ASTM E 1264; Metal suspension System Standard to comply with ASTM C 635; Wire hangers, braces and ties: zinc - coated carbon -steel wire to comply with ASTM A 641/A 641 M, Class 1 zinc coating, soft temper. 2. s i _ , . _ _ .. ' . • following: Armstrong World Industries; PB USA; USG Interiors; Chicago Metallic poration or equivalent. Classification: provide panels complying with ASTM E 1264 for type and form. 3. Metal suspension system for acoustical panel ceiling- provide one of the following: Armstrong World Industries; BPB USA; Chicago Metallic Corporation; USG Interiors or equivalent. Execution: Comply with ASTM C 636 and seimic design requirements indicated, per manufacturer's instruction and CISCA's "Ceiling System Handbook ". Suspend ceiling hangers from building's structural members, plumb and free from contact with insulation or other objects within ceiling plenum. Do not support ceilings directly from permanent metal forms or floor deck; anchor into concrete slabs. Install suspension system runners so they are square and securely interlocked with one another. Remove and replace dented, bent or kinked members. Install acoustical panels with undamaged edges and fit accurately into suspension system runners and edge moldings. SECTION 09900 - PAINTING General: Furnish all labour, materials, services and equipment necessary for the supply and application of field applied painting, including preparation, priming and finishing of materials as indicated on the drawings, finish schedules, and specified herein. Quality Standards: Comply with requirements in "MPI Architectural Painting Specification Manual" for products and paint system indicated. Samples: Furnish the Consultant/Owner with full identification of the make of paints selected for this project from the approved manufacturers listed in the MPI Specification Manual. Submit copies of manufacturer's printed trade specifications and installation procedure for each type of paint to be used. On site work to match selected samples. Before proceeding with paint application, finish one room in approved colour scheme in actual finish texture materials and workmanship. After approval, this mock -up area to serve as the standard of quality for all work throughout the building. Materials: Provide materials for use within each paint system that are compatible with one another and substrates indicated. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated. 1. Chemical Components of Field - Aplied Interior Paintys and Coatings: Flat paints and coatings with VOC content not more than 50g /L; Nonflat paints and coatings with VOC content not more than 150g /L; colours as selected by Owner. 2. Primers! Sealers: Interior Latex Primer! Sealer MPI #50, VOC content E Range of El, Environmental Performance Rating EPR 1; Interior Alkyd Primer/ Sealer MPI #45, VOC content E Range of El. 3. Metal Primers: Alkyd Anticorosive Metal Primer VOC content F Range of El; Quick -Drying Alkyd Metal Primer MPI #76 VOC content E Range of El; Rust - inhibitive Primer (Water based) MPI #107. 4. Wood primers: Interior Latex -Based Wood Primer MPI #39, VOC content E Range of El. 5. Latex paints: Interior Latex (Eggshell) MPI # 52 (Gloss level 3); Interior Latex (Satin) MPI #43 (Gloss level 4) 6. Alkyd Paints: Interior Alkyd (Flat) MPI #49 (Gloss level 1); Interior Alkyd (Eggshell) MPI #51 (Gloss level 3) Undercoats, primers and paint systems shall be of same manufacture as the final finish coat. Materials shall be used and applied in strict accordance to manufacturer's directions and shall be compatible to one another within a finishing system. Execution: Examine all surfaces to be painted before commencing work. Report any irregular or unsatisfactory surfaces which will ghost through or result in an inferior paint surface to the Owner. Maximum Moisture Content od Substrates: Concretel2 %; Masonry 12 %; Wood 15 %; Gypsum Board 12 %; Plaster 12 %. The commencement of work indicates acceptance of the surfaces and job conditions. Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specifications Manual" applicable to substrates indicated. Protect surrounding or adjoining work by adequately covering with tarpaulins or other necessary protective covering; make good any damage caused by failure to provide suitable protection. Protect work of other trades against damage and soiling. Any damage to work of others caused by this trade shall be immediately made good, cleaned or replaced at no additional expense to the owner. Prepare surfaces in accordance with recommendations contained within the MPI Manual and as applicable for various surfaces. This work shall be done by the Painting Subcontractor except where it is particularly specified to be done by other trades, but it shall always be the responsibility of the Painting Subcontractor to see that the surface is prepared before the paint is applied. Top and bottom edges of wood and metal doors must be primed with an undercoat, stain or varnish, depending on the finish specified. Wood door edges must be reprimed immediately (same day) after they are cut, trimmed or planed. Interior Painting & Finishing: Ref. "MPI Manual ": 1. Concrete substrates: Latex System to MPI INT 3.1 E; Alkyd System to MPI INT 3.1D 2. Galvanized -Metal Substrates: Latex System to MPI INT 5.3A; Alkyd System to MPI INT 5.3C; Aluminum Paint System to MPI INT 5.3G 3, Dressed Lumber Substrates (including architectural woodwork doors): Latex System to MPI INT 6.3T; Alkyd System to MPI INT 6.3B 4. Wood Panel Substrates: Latex System to MPI INT 6.4R; Latex Over Alkyd Primer System to MPI INT 6.4A; Alkyd System to MPI INT 6.4B 5. Gypsum Board Substrates: Latex System to MPI INT 9.2A On completion of the work, remove all paint where spilled, splashed or splattered. During the progress of the work, keep the premises free from any unnecessary accumulation of tools, equipment, surplus material and debris. At the conclusion of the work, leave the premises neat and clean. D1L-Fts RECEIVEF APR 17 2008 PERMIT CENTEt THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS. AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS EXCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENIS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS 'ISSUED FOR CONSTRUCTION" AND SIGNED/ SEALED BY THE ARCHITECT. j 0 EYS MAR. 14/08 FEB. 8/08 JAN. 29/08 NOV, 30/07 NOV. 1/07 OCT. 9/07 SEP. 13/07 DATE REVISIONS DENIS TURCO ARCHITECT AIA Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE Tukwila, WA 7 SHEET TITLE: SPECIFICATIONS FILE NO,: DATE: SCALE: DRAWN BY: CHECKED BY: SHEET NO.: SE P. ._..- _w R :GXSTERED ARC#i - ' DENIS TI MC STATS OF WAsrI ISSUED FOR CONSTRUCTION CORRECTION LETTER #2 CORRECTION LETTER #1 REVISED FOR BUILDING PERMIT ISSUED FOR BUILDING PERMIT ISSUED FOR COORDINATION HEALTH PERMIT 07164 JUN. 2007 AS NOTED EO /TF DT NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. DATE LAST REVISED: MAR. 14/08 A8.2 DT DT DT DT DT DT DT BY i _ DRAINBOARDS, UTENSIL RA CKS ORS TABLES LARGE ENOUGH TO ACCOMMODATE ALL SOILED AND CLEANED I TEMS SHALL BE PRO VIDED FOR NECESSARY UTENSIL, HOLDING BEFORE CLEANING AND AFTER SANITIZING- OF ?k S105A 1 1111111 S105A a kl 1 20`O Seel F Ip� ... 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FOOD SERVICE OPERATION AREA FLOORS, FLOOR COVERINGS, WALLS, WALL COVERINGS, AND CEILING SHALL BE S SH DESIGNED, CONSTRUCTED AND INSTALLED SO THEY ARE SMOOTH, DURABLE AND EASILY CLEANABLE. LOCKERS OR OTHER SUITABLE FACILITIES SHALL BE PROVIDED FOR THE ORDERLY STORAGE OF EMPLOYEES' CLOTHING AND OTHER POSSESSIONS. VICTORIA VANCOUVER WAREWASHING /DI SINK COMP SHALL BE LARGE ENOUGH TO A IMMERSION OF THE�LARGEST ND EQUIPMENT A UTENSILS. PLUMBING SYSTEMS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED ACCORDING. TO LAW (APPLICABLE LOCAL, STATE, AND FEDERAL STATUES, REGULATIONS AND ORDINANCES) Food equ en by an American National Standards Instit ute (ANSI) accredited certification program' (NSF • Approved) will be deemed to comply with the food code equipment & utensil materials, construction and design requirements. BE ADVISED THAT THE NEW WASHINGTON STATE FOOD CODE. REQUIRES COMMERCIAL REFRIGERATION TO HO LD FOOD AT 41 DEGREES FAHRENHEIT OR B ELOW II! (DAWN FROM 45 D EDMONTON © SEAT? By APPROVED SUBJECT TO ORDINANCE NOV 0 8 2007 ID AN a AS "619; S(LIISD ^ "Cis3tawfrtmt`ra�vp, �hr'sa7P. A P E- OPENING INSPECTION BY 1 E KING CCUNw HEALTH D P! RTMEAT REQUIRED PRIOR TO C PERATIC N. ;APPLICANT PLAN ;ET t R E ( T :, , x , F E q �s_J 4 i NO CHANGES SHALL BE MA DE WITHOUT HEALTH DEP = . ARTMENT APPROVAL CALGARY N SASKATOON REGINA 1.1 2R E CONFIRM LOCATION L e WINNIPEG VJ / L 1D7 THUNDER BAY K 107 ( M '1D7 C C 7 SAULT STE. MARIE KLINE FRONT BAR RS Le S � �� ITDI I I 1 106 ) / A2 106 B IDS ) LONDON M J ID7 TORONTO APPLICANT COPY RECEIVED NOV 0 5 2007 fER ROMP' — 7 J OTTAWA R 1D6 GENERAL NOTES: 1. ALL EQUIPMENT SET IN PLACE BY KITCHEN EQUIPMENT CONTRACTOR, LEVELLED, FLASHED AND MADE READY FOR FINAL CONNECTION BY PLUMBER, ELECTRICIAN, GAS, STEAM AND OTHER TRADES. 2. ALL SUBTRADES TO CHECK WITH KITCHEN EQUIPMENT CONTRACTOR TO VERIFY FINAL ROUGH -IN DATA BEFORE COMMENCING WORK, 3. A MINIMUM CLEAR OPENING OF 3FT. WIDE X 7FT. HIGH MUST BE PROVIDED FOR ENTRY AND PLACING OF KITCHEN EQUIPMENT. 4. CONDUITS REQUIRED FOR IN -SLAB REFRIGERATION LINES AND SLEEVES THROUGH FLOOR, CEILING, OR WALLS, ARE NOT THE RESPONSIBILITY OF KITCHEN EQUIPMENT CONTRACTOR. 5. ELECTRICIANS TO SUPPLY SEPARATELY FUSED CIRCUIT, AVAILABLE 24 HOURS PER DAY FOR CONTROL CIRCUIT ON EXHAUST VENTILATOR, AND INTERWIRE SEPARATE COMPONENTS. 6. ELECTRICIANS TO CONNECT WIRING TO REFRIGERATOR CONDENSING UNITS, INCLUDING CONTROL WIRING. 7. PLUMBER TO ENSURE A PRESSURE REDUCING VALVE, SET AT 20 TO 30 LBS. PER SQUARE INCH FLOW PRESSURE, IS INSTALLED IN HOT WATER LINE TO THE BOOSTER AND THAT AN AIR CUSHION EXPANSION CHAMBER IS INSTALLED BETWEEN THIS PRESSURE REDUCING VALVE AND THE DISHWASHER, ALSO PLUMB IN VENTILATOR GAS SOLENOID, IF ANY. 8. THE VENTILATION SYSTEM WILL BE EXHAUSTING CFM OF AIR AND IT IS NECESSARY THAT 80% OR CFM OF AIR BE REPLACED IN THE KITCHEN, IN ORDER THAT THE VENTILATION WORKS AT 100% EFFICIENCY. IT IS ADVISABLE THAT YOU WORK WITH YOUR AIR CONDITIONING OR HEATING CONTRACTOR TO INSTALL A MAKE -UP AIR UNIT IN YOUR PREMISES. 9. ALL SERVICES FOR EQUIPMENT SUPPLIED BY OTHERS /OWNERS SHOULD BE CONFIRMED BY OWNERS. 10. PLUMBING CONTRACTOR TO PROVIDE WATER SUPPLY AND WASTE SERVICES FOR REFRIGERATION EVAPORATIVE WATER COOLER, PROVIDE BACK FLOW PREVENTOR ASSEMBLY ON WATER SUPPLY LINE. PLUMBING CONTRACTOR TO MAKE ALL FINAL CONNECTIONS. CONDENSATE LINES TO BE SUPPLIED AND INSTALLED AT THE MAXIMUM POSSIBLE SLOPE. CONDENSATE LINES IN FREEZERS REQUIRE HEAT TAPE AND INSULATION. REFRIGERATION CONTRACTOR SHALL FURNISH AND INSTALL ALL INTERCONNECTING REFRIGERANT PIPING UNLESS NOTED OTHERWISE. DATE: 07/18/07 MM /DD/YY 10/10/07 21/10/07 21/10/07 Q 0 E F CUSTOM DESIGN: CHECK: FILE NO.: PROJECT: MONTREAL EXISTING ITEM FUTURE ITEM TEL NO.: 604- 253 -6611 ROGER NEWTON APPROVED: issue for review REVISIONS: REVISION DESCRIPTION R MULTIPLE CHANGES HEALTH CHANGES MOP SINK/ ICE SWAP SUPPLIER CODE RUSSELL FOOD EQUIPMENT LTD. QUEST METAL WORKS LTD. BY OTHERS (NIC) THIS DRAWING IS THE PROPERTY OF RUSSELL FOOD EQUIPMENT LIMITED AND IS LOANED SUBJECT TO THE CONDITION THAT IT IS NOT TO BE COPIED, REPRODUCED, OR DISTRIBUTED, EITHER IN WHOLE OR IN PART, AND IS NOT TO BE USED DIRECTLY, OR INDIRECTLY, EXCEPT WITH THE AUTHORITY OF RUSSELL FOOD EQUIPMENT LIMITED. SSELL FOOD EQUIPMENT 1101 1255 VENABLES ST., VANCOUVER, BC V6A 3X6 PHONE(604)253 -6611 FAX(604)253 -0807 E -MAIL: planning @russellfood.ca russellfood.ca DATE: JUNE 4, 2007 BRANCH: VANCOUVER, B.C. SCALE: 1/4" = 1' - 0" 5754 -K1 CITY F TUK JIL NOV 1 3 2007 JOEY'S SOUTHCENTER PROPOSED FOOD EQUIPMENT LAYOUT TUKWILA PERMIT CENTER HALIFAX C B S178 7 ��► 5105, . U4 U CP D U N L ,_...J L -J' Rik CONFIRM LOCATION S38B I I — IF I iTiii ITIT .. 4TiTi1 Min iTiri1 iTiTiP UP2R 11 24x60 24x60 24x60 S28A ^�F h ►- YF- r -• � III .. 11I �� IIii iii 0 Ill 1 I I 111111 1, � f ` ii u Jul II II u um - -- S16 iii ∎m∎II l:II ∎E∎l Iii f` ' *pm. '■'i ��I��i *1� �.:�� = =iG ett Qv> 4075 CID Mi 001, ■ 171■IUI■I■I■ am I ;�I ■I ■I ■I ■I ■I ■I■ MIN 1 101 1 ■ Kin minis Imo � I[ 111011111111111• ■ ■I ■I■ MI CII! ! ■I ■IC ■ 17 w � MIC1_I ■I ■1■IE ! Ulm IN MI sl") • MIME ■I■I■I■I■I■ • ■BIlII■IU ■ ■I■i■I■ 4 I!i I■ ■Il ■!■IE!■II 11 ! '!J II ■'F}1 M uII` r. r, %r� r am.r. 346 K4 K48 E T©1 T©1TcflTE1T©1T©1 Li_1 L._1 L___-.J L.....1 L_1 22' -1l \'@' ,3 L � ..wr■- wr. 24x48 Owl 545 Sz ( s30A) 24x48 OEM 24x48 r 4' -11' I I I r.41 s — = = == --- "' 1..:7 , �- t o � F L I RECEIVED SEP 17 2007 ALDER SQUAR F GENERAL NOTES: 1. ALL EQUIPMENT SET IN PLACE BY KITCHEN EQUIPMENT CONTRACTOR, LEVELLED, FLASHED AND MADE READY FOR FINAL CONNECTION BY PLUMBER, ELECTRICIAN, GAS, STEAM AND OTHER TRADES. 2. ALL SUBTRADES TO CHECK WITH KITCHEN EQUIPMENT CONTRACTOR TO VERIFY FINAL ROUGH -IN DATA BEFORE COMMENCING WORK. 3. A MINIMUM CLEAR OPENING OF 3FT. WIDE X 7FT. HIGH MUST BE PROVIDED FOR ENTRY AND PLACING OF KITCHEN EQUIPMENT. 4. CONDUITS REQUIRED FOR IN -SLAB REFRIGERATION LINES AND SLEEVES THROUGH FLOOR, CEILING, OR WALLS, ARE NOT THE RESPONSIBILITY OF KITCHEN EQUIPMENT CONTRACTOR. 5. ELECTRICIANS TO SUPPLY SEPARATELY FUSED CIRCUIT, AVAILABLE 24 HOURS PER DAY FOR CONTROL CIRCUIT ON EXHAUST VENTILATOR, AND INTERWIRE SEPARATE COMPONENTS. 6. ELECTRICIANS TO CONNECT WIRING TO REFRIGERATOR CONDENSING UNITS, INCLUDING CONTROL WIRING. 7. PLUMBER TO ENSURE A PRESSURE REDUCING VALVE, SET AT 20 TO 30 LBS. PER SQUARE INCH FLOW PRESSURE, IS INSTALLED IN HOT WATER LINE TO THE BOOSTER AND THAT AN AIR CUSHION EXPANSION CHAMBER IS INSTALLED BETWEEN THIS PRESSURE REDUCING VALVE AND THE DISHWASHER, ALSO PLUMB IN VENTILATOR GAS SOLENOID, IF ANY. 8. THE VENTILATION SYSTEM WILL BE EXHAUSTING CFM OF AIR AND IT IS NECESSARY THAT 80% OR CFM OF AIR BE REPLACED IN THE KITCHEN, IN ORDER THAT THE VENTILATION WORKS AT 100% EFFICIENCY. IT IS ADVISABLE THAT YOU WORK WITH YOUR AIR CONDITIONING OR HEATING CONTRACTOR TO INSTALL A MAKE -UP AIR UNIT IN YOUR PREMISES. 9. ALL SERVICES FOR EQUIPMENT SUPPLIED BY OTHERS /OWNERS SHOULD BE CONFIRMED BY OWNERS. 10. PLUMBING CONTRACTOR TO PROVIDE WATER SUPPLY AND WASTE SERVICES FOR REFRIGERATION EVAPORATIVE WATER COOLER, PROVIDE BACK FLOW PREVENTOR ASSEMBLY ON WATER SUPPLY LINE. PLUMBING CONTRACTOR TO MAKE ALL FINAL CONNECTIONS. CONDENSATE LINES TO BE SUPPLIED AND INSTALLED AT THE MAXIMUM POSSIBLE SLOPE. CONDENSATE LINES IN FREEZERS REQUIRE HEAT TAPE AND INSULATION. REFRIGERATION CONTRACTOR SHALL FURNISH AND INSTALL ALL INTERCONNECTING REFRIGERANT PIPING UNLESS NOTED OTHERWISE. DATE: 07/18/07 MM/DD/YY R Q 0 E F C PROJECT: APPROVED: issue for review REVISIONS: REVISION DESCRIPTION JOEY'S SOUTHCENTER PROPOSED FOOD EQUIPMENT LAYOUT TU KWI LA R X 0 X SUPPLIER CODE RUSSELL FOOD EQUIPMENT LTD. QUEST METAL WORKS LTD. BY OTHERS (NIC) EXISTING ITEM FUTURE ITEM CUSTOM THIS DRAWING IS THE PROPERTY OF RUSSEU. FOOD EQUIPMENT LIMITED AND IS LOANED SUBJECT TO THE CONDITION THAT rr LS NOT TO BE COPIED, REPRODUCED, OR DISTRIBUTED, EITHER IN WHOLE OR IN PART, AND IS NOT TO BE USED DIRECTLY, OR INDIRECTLY, E%CEPT WITH THE AUTHORITY OF RUSSELL FOOD EQUIPMENT LIMITED. RUSSELL f000 EQUIPMENT LTD. 1255 VENABLES ST., VANCOUVER. BC V6A 3X6 PHONE(604)253.6611 FAX(604)253 -0607 E -MAIL: planning@russellfood.oa russellfood.ca TEL NO.: 604 -253 -6611 DATE: JUNE 4, 2007 DESIGN: ROGER NEWTON BRANCH: VANCOUVER, B.C. CHECK: SCALE: 1/4 1' - 0" FILE NO.: 5754 -K1 VICTORIA VANCOUVER EDMONTON CALGARY SASKATOON REGINA WINNIPEG THUNDER BAY SAULT STE. MARIE LONDON TORONTO OTTAWA MONTREAL HALIFAX ITEM DESCRIPTION MANUFACTURER MODEL QTY K66A SLUSH UNIT- SELF CONTAINED TAYLOR 432 2 K1 2 BURNER RANGE QUEST CUSTOM 1 tKiS1 ekOLBIRANGE`TOPD QUEST CUSTOM 1 K72 FLEX HOSE 180M BTU 3/4" DORMONT 16100CFSKIT48 1 4I41C> &G /BYRANGETDP QUEST CUSTOM 1 FLEX HOSE 240M BTU 1' DORMONT 16100CFSKIT48 1 EK22OTISSERFE TELEVISION HENNY PENNY SCR -6 1 ci ' B ROICER 58" QUEST QBD58 ND 1 DB FLEX HOSE 180M BTU 3/4" DORMONT 1675CFSK1T48 1 [K1 GIRIDDJL ACCUTEMP EGT -24 1 FLEX HOSE 180M BTU DORMONT 1675CFSKIT48 1 ILK5A QEEE - CASTERS QUEST MV40 3 K5B TIMERS- PRINCE CASTLE 6 STATION 1 K5C SHUTTLE - PORTABLE FILTER (NOT SHOWN) QUEST QFSSC 1 K5D FLEX HOSE 180M BTU 3/4" DORMONT I675CFSKIT48 3 K7 TOASTER- DOUBLE HOLMAN DT14 1 KSB CQLD. DRAWWER'BASE QUEST 10D REMOTE 1 • K 8 G ' K E R B A S QUEST 10D REMOTE 1 K8D REMOTE REFRIGERATION SYSTEM OTHERS 1 K9 SPARE QMW 1 (K1c :H ®LDINGDRAWER ALTOSHAAM 500 -2DN 2 iK111 CQEDiE3ABI B SILVERKING SKP48 -12 1 K11A CHEEZEMELTER STAR 524SBA 3 K12C HEAT STRIP HATCO GRAIH -24 3 K11 B TORTILLA WARMER STAR BG3 -CSA 2 _ K12C HEAT STRIPS HATCO GRAH48 3 W4. -AIRRDEGKKQVE --N DOYON PIZ -3E 1 K14A CART UNDER 14 / S56C RUBBERMAID CUSTOM 2 K15 SLICER BERKEL 827A 1 K16 MIXER - 40 QT GLOBE SP -40 1 K17 MEAT SMOKER (NOT SHOWN) COOKSHACK #250 0 K19 SOFT DRINKCARBONATOR HABCO BOOTH 750 4 K19A SOFT DRINK BAR GUN SIMGO OR SIMILAR 4 K19B - BAG IN THE BOX SIMGO OR SIMILAR 1 KI9C> SOFTDRINK FOUNTAIN, SIMGO OR SIMILAR 1 K21 COFFEE BREWER BUNN CBDCF35TC 4 K22 SPARE QMW 1 K22A WATER SOFTENING SYSTEM BUNN ED -12 -HB 0 K22B WATER FILTER (CONFIRM) BUNN EQ -12 -TL 2 K24 GLASS WASHER DOLFYN 6 -15R 2 K24 GLASS WASHER DOLFYN ECOLAB 2 K26 CAPPUCCINO MACHINE NUOVA SEMILINI MICROBAR 1 K29 DISHWASHER ECOLAB ES -4000 1 K29 DISHWASHER (US) ECOLAB ES -4000 1 K29A DISHWA IMBQQS,T1 HATCO C -12 1 VK3711 WAIrK "BOX:4 COLDMATIC OR SIMILAR CUSTOM 1 K31A WALK-IN COILS OTHERS HFS 1 K31C WALK -IN COOLER COMPRESSOR OTHERS CUSTOM 1 TK321 BEERgCOOLER4BOXI COLDMATIC OR SIMILAR CUSTOM 1 K32A BEER - BLOWER COILS OTHERS 1 K32B BEER COOLER COMPRESSOR OTHERS 1 K34 ^ MODULAR ICE STORAGE BIN HOSHIZAKI B800SD 1 K34A CUBER - 1300LBS HOSHIZAKI KM- 1300SWF3 1 K33 WALK IN COOLER = PROTEIN SEE K31 1 K33A WALK -IN PROTEIN COOLER COILS OTHERS CUSTOM 1 K33C WALK-IN PROTEIN COOLER COMPRESSOR OTHERS CUSTOM 1 K34 ICE STORAGE BIN HOSHIZAKI B1200SS 1 K34A CUBER - 1300LBS HOSHIZAKI KM1300SRH3 1 K34B REMOTE CONDENSOR HOSHIZAKI JC0895A 1 rK3 5 WALK I( F.R EZER1 SEE K31 1 'K35A WALK-IN FREEZER COILS COLDMATIC OR SIMILAR 1 K35B WALK-IN FREEZER COMPRESSOR COLDMATIC OR SIMILAR 1 K36 WINE WALL COIL REFRIGOM OR SIMILAR 1 K36C WINE WALL COMPRESSOR REFRIGOM OR SIMILAR 1 X37 =RICA y O OKER TIGER JHC2200 1 K38 SAFE QMW CUSTOM 1 K39 BAR BLENDER HBEACH 909 3 K40 BEER TOWERS PERLICK OR SIMILAR 10 K40A DRAFT BEER POWER PAK CONFIRM IF 2 2 K40B DRAFT BEER COMPRESSOR PERLICK OR SIMILAR 1 K40C DRAFT BEER NITROGEN GENERATOR PERLICK OR SIMILAR 1 K4OD BEER FOB SYSTEM QMW 16 K41 WORKSTATIONS (POS) OTHERS 4 K41A REQUISTION PRINTER OTHERS 4 K41B IMPACT PRINTER OTHERS CUSTOM 5 K41C MANAGER'S COMPUTER OTHERS 1 K41 D MICRO'S PATCH PANEL OTHERS 1 K42A OFFICE PRINTER OTHERS 1 K42B OFFICE FAX OTHERS 1 K42C OFFICE COMPUTER OTHERS 2 sK43 = MICRO/1FAV& AMANA HDC18 3 K45 SPARE QMW LOT K46 SPARE QMW 1 K46C REFRIGERATION COMPRESSOR- COOKLINE QMW 1 K47 SPARE QMW LOT K47A REFRIGERATED TABLE - BACK BAR - 96" CABANA QMW CUSTOM 0 K47B REFRIGERATED COMPRESSOR BAR QMW 2 K48 REFRIGERATED TABLE - PIZZA KAIRAK OR SIMILAR CUSTOM 0 K48 REFRIGERATION COMPRESSOR- CABANA QMW 1 K50 SPARE QMW LOT K57 DOUGH SHEETER TBD 0 K51 REFRIGERATED COMPRESSOR - FRONT LINE KAIRAK OR SIMILAR CUSTOM 1 K52 GLASS FROSTER QMW CUSTOM 2 K53 SPARE QMW _ LOT K57 SPARE 1 K54 SPARE .K58 TIE.T.SKIVE CLEVELAND SET15 /ST28 1 K59 SALAD SPINNER S.S. MANNHART SD-PS 1 K60 SOUND SYSTEM 1 K61 COOLER - UNDERCOUNTER WAIT STN DANBY DAR259BL 1 K66 SLUSH UNIT- REMOTE TAYLOR RD30 2 K66A SLUSH MACHINE SELF CONTAINED TAYLOR 432 0 K72 PATIO HEATERS CALCANA 50A 0 ITEM DESCRIPTION MANUFACTURER MODEL 1QTY K66A SLUSH UNIT- SELF CONTAINED TAYLOR 432 2 K66B VAT - REMOTE TAYLOR 2 K66C REMOTE COMPRESSOR TAYLOR RC25 2 K72 PATIO HEATERS STRIP CALCANA CAL50A 5 TV TELEVISION SRC TV SCREEN DB DEBIT MACHINE ITEM :NO. DESCRIPTION MANUFACTURER MODEL QTY S1 B TOASTER TABLE QMW 1 SIC BREADING TABLE QMW 1 S3 OVERHEAD SHELF QMW 1 54 BAINMARIE TABLE QMW CUSTOM 1 S6A PLATE SHELF- ACROSS BURNERS QMW 1 S66 SHELF- ACROSS GRIDDLE QMW 1 _PLATE S7A PLATE SHELF- ACROSS BROILER QMW 1 S8 HAWKINS SHELF- FRYERS QMW 2 S8A MOBILE TABLE- FRYER QMW 1 S8B SPLASH GUARDS - FRYERS 3 SL5�. PkAITEEFREEZER- REMOTE QMW CUSTOM 1 S16 PLATE WARMER QMW CUSTOM 3 SI7B COCKTAIL MIX STATION' QMW CUSTOM 3 ( S-18P' ° PMTETW'ARMER.WhTL.BAIERMARIE QMW CUSTOM 1 '5119B xBACK..BAl .48 (K4 )1. QMW CUSTOM 1 gS1.961 13AGK =BAR 48_1DOUBLE SIDED{(K47B) QMW CUSTOM 1 8S190 BAGKBAR2'K108 "-• QMW CUSTOM 1 S20 WALL SHELF- 14" DEEP QMW LOT S20A WALL SHELF- 16" DEEP QMW LOT S20B WALL SHELF- 24" DEEP QMW LOT S200 WALL SHELF- 12" DEEP QMW LOT S21 WALL SHELF 21" DEEP QMW LOT S22 DRAINSHELF OVER POTSINK QMW CUSTOM 1 S24C PREP TABLE QMW 1 S24D PREP TABLE OPEN FOR INGRED BINS QMW 1 S25 POT SINK- TRIPLET' QMW CUSTOM 1 S25A CLEAN DISH TABLE QMW CUSTOM 1 S26 SOILED DISH TABLE QMW CUSTOM 1 S27 DISH AREA- WALL CLAD QMW LOT S28A`' FOOD SINK- SALAD TABLE QMW CUSTOM 1 S29 BAR SINK QMW CUSTOM 4 S29A DOUBLE BAR SINK QMW CUSTOM 1 530 HANDSINK DROP IN QMW CUSTOM 2 S30A HAND SINK- WALL MT QMW HFS 2 831 WATER DISPENSER ICE WELL QMW CUSTOM 1 S32 DIPPER WELL QMW CUSTOM 1 S35 WALL CORNERS QMW LOT S35A WALL END CAPS QMW LOT S36 WALL PANELS- MOP SINK QMW LOT S37 SPARE S38 EXHAUST CANOPY- ROTIS CAPTIVE AIR 1 S38A EXHAUST CANOPY - GRIDDLE, BROILER QUEST CUSTOM 1 S38B CONDENSATE CANOPY- DISHPIT QMW CUSTOM 1 538C EXHAUST CANOPY - FRYER, BURNERS QMW CUSTOM 1 S38D EXHAUST CANOPY- SKILLETT CAPTIVE AIR 1 S39 EXHAUST CANOPY - LINE CAPTIVE AIR 1 840 RACK SHELF- OVER MIXER QMW 1 S41 CUTTING BOARDS LINE QMW LOT 543 ANGLE RACK SLIDES - SERVERY QMW LOT •S45° ' C ®LD.PABLE �.. QMW 1 845C CONDIMENT BRACKET QMW - 1 546 COLD TABLE QMW 1 S54 WALL FAUCET- SWING QMW CUSTOM 1 S55 SLICER CART- MOBILE QMW 1 .RS56B DEGK {OVEN+C-ARzT QMW 1 S56C ROTIS CART- OPEN UNDER QMW 1 S57 SPARE S59 SPARE S60 SALAD BOWL RINGS QMW LO S74 ROLLING PIN HOLDER QMW 1 _ S76 PREP UTENSIL HOLDER QMW 1 S80 DISTRIBUTOR WALL QMW CUSTOM 1 S91 PASS THRU COUNTER QMW 1 S92 SERVICE COUNTER= W /HSINK QMW 1 S93 PASS THRU SHELF QMW 1 S94 SPARE S95 SPARE 5101 BAR TABLE QMW LOT 5102 BAR TABLE QMW LOT 5103 BAR TABLE DRAFT BEER QMW 1 S104 CABANA BACK BAR QMW S105 DRINK RAIL QMW LOT S105A CORNER TABLES QMW CUSTOM 4 S108 SLUSH STAND- MOBILE QMW 1 S108A SLUSH STAND- MOBILE- CABANA QMW S113 COOLER DOOR KICK PLATES QMW LOT S114 EXIT DOOR CLADDING QMW LOT 5115 DRAIN BOARD - GLASS WASHER QMW 1 S115A DUMP TRAY GLASS WASHER QMW 1 S300 SHATER RINSE QMW CUSTOM 2 S300+ MISC S.S. ITEMS QMW LOT DD1 ftd lb GENERAL NOTES: 1. ALL EQUIPMENT SET IN PLACE BY KITCHEN EQUIPMENT CONTRACTOR, LEVELLED, FLASHED AND MADE READY FOR FINAL CONNECTION BY PLUMBER, ELECTRICIAN, GAS, STEAM AND OTHER TRADES. 2. ALL SUBTRADES TO CHECK WITH KITCHEN EQUIPMENT CONTRACTOR TO VERIFY FINAL ROUGH -IN DATA BEFORE COMMENCING WORK. 3. A MINIMUM CLEAR OPENING OF 3FT. WIDE X 7FT. HIGH MUST BE PROVIDED FOR ENTRY AND PLACING OF KITCHEN EQUIPMENT. 4. CONDUITS REQUIRED FOR IN -SLAB REFRIGERATION LINES AND SLEEVES THROUGH FLOOR, CEILING, OR WALLS, ARE NOT THE RESPONSIBILITY OF KITCHEN EQUIPMENT CONTRACTOR. 5. ELECTRICIANS TO SUPPLY SEPARATELY FUSED CIRCUIT, AVAILABLE 24 HOURS PER DAY FOR CONTROL CIRCUIT ON EXHAUST VENTILATOR, AND INTERWIRE SEPARATE COMPONENTS. 6. ELECTRICIANS TO CONNECT WIRING TO REFRIGERATOR CONDENSING UNITS, INCLUDING CONTROL WIRING. 7. PLUMBER TO ENSURE A PRESSURE REDUCING VALVE, SET AT 20 TO 30 LBS. PER SQUARE INCH FLOW PRESSURE, IS INSTALLED IN HOT WATER LINE TO THE BOOSTER AND THAT AN AIR CUSHION EXPANSION CHAMBER IS INSTALLED BETWEEN THIS PRESSURE REDUCING VALVE AND THE DISHWASHER, ALSO PLUMB IN VENTILATOR GAS SOLENOID, IF ANY. 8. THE VENTILATION SYSTEM WILL BE EXHAUSTING CFM OF AIR AND IT IS NECESSARY THAT 80% OR CFM OF AIR BE REPLACED IN THE KITCHEN, IN ORDER THAT THE VENTILATION WORKS AT 100% EFFICIENCY. IT IS ADVISABLE THAT YOU WORK WITH YOUR AIR CONDITIONING OR HEATING CONTRACTOR TO INSTALL A MAKE -UP AIR UNIT IN YOUR PREMISES. 9. ALL SERVICES FOR EQUIPMENT SUPPLIED BY OTHERS /OWNERS SHOULD BE CONFIRMED BY OWNERS. 10. PLUMBING CONTRACTOR TO PROVIDE WATER SUPPLY AND WASTE SERVICES FOR REFRIGERATION EVAPORATIVE WATER COOLER, PROVIDE BACK FLOW PREVENTOR ASSEMBLY ON WATER SUPPLY LINE. PLUMBING CONTRACTOR TO MAKE ALL FINAL CONNECTIONS. CONDENSATE LINES TO BE SUPPLIED AND INSTALLED AT THE MAXIMUM POSSIBLE SLOPE. CONDENSATE LINES IN FREEZERS REQUIRE HEAT TAPE AND INSULATION. REFRIGERATION CONTRACTOR SHALL FURNISH AND INSTALL ALL INTERCONNECTING REFRIGERANT PIPING UNLESS NOTED OTHERWISE. DATE: 07/18/07 MM)DDM' R Q O E F C PROJECT: APPROVED: issue for review REVISIONS: REVISION DESCRIPTION TEL NO.: 604 -253 -6611 DESIGN: ROGER NEWTON CHECK: JOEY'S SOUTHCENTER PROPOSED FOOD EQUIPMENT LEGEND TUKWILA R X 0 X SUPPLIER CODE RUSSELL FOOD EQUIPMENT LTD. QUEST METAL WORKS LTD. BY OTHERS (NIC) EXISTING ITEM FUTURE ITEM CUSTOM THIS DRAWING IS THE PROPERTY OF RUSSELL FOOD EQUIPMENT LMIITED AND IS LOANED SUBJECT TO THE CONDITION THAT R I5 NOT TO BE COPIED, REPRODUCED, OR DISTRIBUTED, EITHER IN WHOLE OR IN PART, AND IS NOT TO BE USED DIRECTLY, OR INDIRECTLY, r�(CEPT WITH THE AUTHORITY OF RUSSELL FOOD EQUIPMENT UMITEO. RUSSELL f000 EQUIPMENT 1T0. 1255 VENABLES ST.. VANCOUVER. BC V6A 3X6 PHONE(604)253-8611 FAX(604)253-0807 E -MAIL: planning @russelffood.ca russellfaad.ca DATE: JUNE 4, 2007 BRANCH: VANCOUVER, B.C. SCALE: NONE FILE NO.: 5754 -K1 A VICTORIA VANCOUVER EDMONTON CALGARY SASKATOON REGINA WINNIPEG THUNDER BAY SAULT STE. MARIE LONDON TORONTO OTTAWA MONTREAL HALIFAX ELECTRICAL SYMBOL LEGEND SINGLE PURPOSE RECEPTACLE DUPLEX RECEPTACLE SPECIAL PURPOSE RECEPTACLE O JUNCTION BOX C SINGLE PHASE WIRED IN 0 THREE PHASE WIRED IN INCANDESCENT LIGHT f FLORESCENT LIGHT ElEP ELECTRIC PANEL 9 a 220 RECEPTACLE 0_30 0 0 0 J C 1 ■111 ■ ■IIII■ x`111■ • • CIE ;' S1913 ME I■ :tf .i 1 MEI 17. 1 ; 0 CM 1 FOTElmill. I D D K41 COD UP 2R N I 0 IF CONFIRM LOCATION F1)7 14' -6 "I 1 —_r 4— J- RRR JUL -- � Y ---- -- J UL n -C R _C n I Tyl I L_J n I, <-0uP2R 11111111 i= 24x60 24x60 .71•17 777 M.11177 777 24x60 1 • !11 11 I.rn.�Ir�rlwl�lr�rnr'i► •- ill liii }��,►4 44 /6 UN IFITMOZINE ��I��IM`��I ■I�Ili�j�l�l�l�l I� *I��II.�'I� *I�' I ■I 0 0 0 S28A K4 K48 0 T(1T1T©1r I— -1 I II I TiIIi I,l f N f N f N \I \I I 11 11 L �i� � w •ter••• -• •�� — 11111.1.1 sill l■ �I III II 1 -� I �� � tl' � �•I� L■_,'� �!'I IIII WI ICI (III IIII Illi Y .. �.., �.��r�r. Iii 1I I LI II III IIII I'. flN r----, \I \I 11 11 -(r)— \.(4 F,I) J l \ S38 1 I • ■I ■mI■I■I■ ■ ■ lim I I�IIII�III I ■ : 516 ■I■I■ •III■ 1111 ■I •Ii; MINIM • • ■ Kam I ■ �,;�I■,... ■ 111 III III ��� W 1` S16 lIl a so /1 / I / I Imo I I I ■ ■ ■INI ■I■I■I■IUI ■MIUILIIIIIII■ ■ °iUI ICI �I�I IrI 24x48 777 7 a) t- 515 01•- 416 545) 24x48 ..... � — ......— 24x48 4' -11” J 11111111 11111111 ELECTRICAL PANEL -- FOR FRONT -- -LINE co , •f 1 = 0— 0=a CIa 0 I=I • -r GENERAL NOTES: 1. ALL EQUIPMENT SET IN PLACE BY KITCHEN EQUIPMENT CONTRACTOR, LEVELLED, FLASHED AND MADE READY FOR FINAL CONNECTION BY PLUMBER, ELECTRICIAN, GAS, STEAM AND OTHER TRADES. 2. ALL SUBTRADES TO CHECK WITH KITCHEN EQUIPMENT CONTRACTOR TO VERIFY FINAL ROUGH -IN DATA BEFORE COMMENCING WORK. 3. A MINIMUM CLEAR OPENING OF 3FT. WIDE X 7FT. HIGH MUST BE PROVIDED FOR ENTRY AND PLACING OF KITCHEN EQUIPMENT. 4. CONDUITS REQUIRED FOR IN -SLAB REFRIGERATION LINES AND SLEEVES THROUGH FLOOR, CEILING, OR WALLS, ARE NOT THE RESPONSIBILITY OF KITCHEN EQUIPMENT CONTRACTOR. 5. ELECTRICIANS TO SUPPLY SEPARATELY FUSED CIRCUIT, AVAILABLE 24 HOURS PER DAY FOR CONTROL CIRCUIT ON EXHAUST VENTILATOR, AND INTERWIRE SEPARATE COMPONENTS. 6. ELECTRICIANS TO CONNECT WIRING TO REFRIGERATOR CONDENSING UNITS, INCLUDING CONTROL WIRING. 7. PLUMBER TO ENSURE A PRESSURE REDUCING VALVE, SET AT 20 TO 30 LBS. PER SQUARE INCH FLOW PRESSURE, IS INSTALLED IN HOT WATER LINE TO THE BOOSTER AND THAT AN AIR CUSHION EXPANSION CHAMBER IS INSTALLED BETWEEN THIS PRESSURE REDUCING VALVE AND THE DISHWASHER, ALSO PLUMB IN VENTILATOR GAS SOLENOID, IF ANY. 8. THE VENTILATION SYSTEM WILL BE EXHAUSTING CFM OF AIR AND IT IS NECESSARY THAT 80% OR CFM OF AIR BE REPLACED IN THE KITCHEN, IN ORDER THAT THE VENTILATION WORKS AT 100% EFFICIENCY. IT IS ADVISABLE THAT YOU WORK WITH YOUR AIR CONDITIONING OR HEATING CONTRACTOR TO INSTALL A MAKE -UP AIR UNIT IN YOUR PREMISES. 9. ALL SERVICES FOR EQUIPMENT SUPPLIED BY OTHERS /OWNERS SHOULD BE CONFIRMED BY OWNERS. 10. PLUMBING CONTRACTOR TO PROVIDE WATER SUPPLY AND WASTE SERVICES FOR REFRIGERATION EVAPORATIVE WATER COOLER, PROVIDE BACK FLOW PREVENTOR ASSEMBLY ON WATER SUPPLY LINE. PLUMBING CONTRACTOR TO MAKE ALL FINAL CONNECTIONS. CONDENSATE LINES TO BE SUPPLIED AND INSTALLED AT THE MAXIMUM POSSIBLE SLOPE. CONDENSATE LINES IN FREEZERS REQUIRE HEAT TAPE AND INSULATION. REFRIGERATION CONTRACTOR SHALL FURNISH AND INSTALL ALL INTERCONNECTING REFRIGERANT PIPING UNLESS NOTED OTHERWISE. DATE: 07/18/07 MM/DD/YY R Q 0 E F C APPROVED: issue for review REVISIONS: REVISION DESCRIPTION R x 0 X SUPPLIER CODE RUSSELL FOOD EQUIPMENT LTD. QUEST METAL WORKS LTD. BY OTHERS (NIC) EXISTING ITEM FUTURE ITEM CUSTOM THIS DRAWING IS THE PROPERTY OF RUSSELL FOOD EQUIPMENT LIMITED AND IS LOANED SUBJECT TO THE CONDRION THAT IT LS NOT TO BE COPIED, REPRODUCED. OR DISTRIBUTED, EITHER W WHOLE OR W PART, AND LS NOT TO BE LINED DIRECTLY, OR INDIRECTLY, IXCEPT WITH THE AUTHORITY OF RUSSELL FOOD EQUIPMENT IJMITBD. RUSSELL FOOD EQUIPMENT LTDI 1255 VENABLES ST., VANCOUVER, BC V6A 3X6 PHONE(604)253 -6611 FAX(604)253-0807 E -MAIL planningln@russeilfood.ca russellfood.ca TEL NO.: 604 - 253 -6611 DESIGN: ROGER NEWTON CHECK: DATE: JUNE 4, 2007 BRANCH: VANCOUVER, B.C. SCALE: 1/4" = 1' - 0" FILE NO.: 5754 -K2 PROJECT: JOEY'S SOUTHCENTER PROPOSED FOOD EQUIPMENT ELECTRICAL LAYOUT TUKWILA • VICTORIA VANCOUVER EDMONTON CALGARY SASKATOON REGINA WINNIPEG THUNDER BAY SAULT STE. MARIE LONDON TORONTO OTTAWA MONTREAL HALIFAX ITEM DESCRIPTION ELECTRICAL ITEM DESCRIPTION VOLTS PHASE KW AMPS HP CONNECT OUTLETLTYPE AFF REMARKS K1 2 BURNER RANGE TV TELEVISION K1 B 6 O/B RANGE TOP SRC TV SCREEN FLEX HOSE 180M BTU 3/4" DB DEBIT MACHINE K1 C 8 0/B RANGETOP FLEX HOSE 240M BTU 1' K2 ROTISSERIE 208 3 6.8 22.8 CORD & PLUG 15 -30P 33" ITEM DESCRIPTION ELECTRICAL K3 BROILER 58" VOLTS PHASE KW AMPS HP CONNECT OUTLETLTYPE AFF REMARKS FLEX HOSE 180M BTU 3/4" S1 B TOASTER TABLE 120 1 15 CORD & PLUG • 5 -15R 12" K4 GRIDDLE S1 C BREADING TABLE FLEX HOSE 180M BTU S3 OVERHEAD SHELF K5A DEEP FRYER - CASTERS S4 BAINMARIE TABLE 208 1 1.3 DIRECT 24 IN PANEL K5B TIMERS- 120 1 2 CORD &PLUG 5 -15P 33" S6A PLATE SHELF- ACROSS BURNERS K5C SHUTTLE - PORTABLE FILTER (NOT SHOWN) 120 1 5 CORD &PLUG 5 -15P 33" S6B PLATE SHELF- ACROSS GRIDDLE K5D FLEX HOSE 180M BTU 3/4" S7A PLATE SHELF- ACROSS BROILER K7 TOASTER- DOUBLE 208 1 4.8 23.6 CORD & PLUG 6-30P 40" S8 HAWKINS SHELF- FRYERS K8B COLD DRAWER BASE 120 1 4.5 0.2 CORD & PLUG 33" SBA MOBILE TABLE- FRYER K8C COLD DRAWER BASE 120 1 4.5 0.2 CORD & PLUG 33" S8B SPLASH GUARDS - FRYERS • K8D REMOTE REFRIGERATION SYSTEM 208 1 DIRECT ^ OUTDOOR CONFIRM 515 PLATE FREEZER- REMOTE 120 1 5 DIRECT 12 IN PANEL K9 SPARE S16 PLATE WARMER 208 1 1.5 DIRECT 42 IN PANEL K10 HOLDING DRAWER 120 1 8.5 CORD & PLUG 5 -15P 24 S17B COCKTAIL MIX STATION K11 COLD TABLE 120 1 0.25 CORD & PLUG 5 -15P 30 518F PLATE WARMER WITH BATE MARIE K11A CHEEZEMELTER 819B S19C S19D BACK BAR -48" (K47) BACK BAR- 48" DOUBLE SIDED (K47B) BACK BAR- 108" 120 120 120 1 1 1 4 4 4 DIRECT DIRECT DIRECT 12 12 12 FAN ONLY FAN ONLY FAN ONLY K12C HEAT STRIP K11B TORTILLA WARMER 208 1 14.6 CORD & PLUG 6 -20P K12C HEAT STRIPS 208 1 1.4 DIRECT 54 IN PASSBAR S20 WALL SHELF- 14" DEEP K14 AIR DECK OVEN 120/208 3 8.5 24 DIRECT 33" 4 WIRE S20A WALL SHELF- 16" DEEP K14A CART UNDER 14 / S56C S20B WALL SHELF- 24" DEEP K15 SLICER 120 1 2.5 CORD & PLUG 5 -15P 33 S20C WALL SHELF- 12" DEEP K16 MIXER - 40 QT 208 1 14 CORD & PLUG 6 -20P 33" S21 WALL SHELF 21" DEEP K17 MEAT SMOKER NOT SHOWN) 120 1 11 CORD & PLUG 5 -15P 33 S22 DRAINSHELF OVER POTSINK K19 SOFT DRINK CARBONATOR 120 1 13 CORD & PLUG 5 -15P 12 S24C PREP TABLE K19A SOFT DRINK BAR GUN S24D PREP TABLE OPEN FOR INGRED BINS K19B BAG IN THE BOX S25 POT SINK - TRIPLE K19C SOFTDRINK FOUNTAIN 115 7 0.33 CORD & PLUG 5 -15P 12" S25A CLEAN DISH TABLE K21 COFFEE BREWER 120/240 1 3.5 14.6 CORD & PLUG SPECIAL 45" S26 SOILED DISH TABLE K22 SPARE S27 DISH AREA- WALL CLAD K22A WATER SOFTENING SYSTEM S28A FOOD SINK- SALAD TABLE K22B WATER FILTER (CONFIRM) S29 BAR SINK K24 GLASS WASHER S29A DOUBLE BAR SINK K24 GLASS WASHER 208 -230 1 15 CORD & PLUG 6 -20P 12" S30 HANDSINK- DROP IN K26 CAPPUCCINO MACHINE 208 1 2 DIRECT 24 S30A HAND SINK- WALL MT K29 DISHWASHER S31 WATER DISPENSER ICE WELL K29 DISHWASHER (US) 208 3 48.4 DIRECT 12 S32 DIPPER WELL K29A DISHWASHER BOOSTER 208 3 33 DIRECT 12" S35 WALL CORNERS K31 WALK -IN COOLER BOX 115 1 23 DIRECT 12" LIGHTS 535A WALL END CAPS K31A WALK -IN COILS 120 1 5 DIRECT 12" CONFIRM S36 WALL PANELS- MOP SINK K31 C WALK -IN COOLER COMPRESSOR 208 1 1.5 DIRECT OUTDOOR CONFIRM S37 SPARE K32 BEER COOLER BOX 115 1 YES 12' -0" LIGHTS S38 EXHAUST CANOPY- ROTIS 120 2 DIRECT 96 LIGHTS K32A BEER - BLOWER COILS 120 1 5 YES S38A EXHAUST CANOPY - GRIDDLE, BROILER . K32B BEER COOLER COMPRESSOR 208 1 1.5 YES OUTDOOR S38B CONDENSATE CANOPY- DISHPIT 96 K34 MODULAR ICE STORAGE BIN 220 1 1.5 YES ROOF S38C EXHAUST CANOPY - FRYER, BURNERS K34A CUBER - 1300LBS S38D EXHAUST CANOPY- SKILLETT 120 2 DIRECT 96 LIGHTS K33 WALK IN COOLER = PROTEIN 120 1 1 YES 60" S39 EXHAUST CANOPY - LINE 120 2 DIRECT 96 LIGHTS K33A WALK -IN PROTEIN COOLER COILS 120 1 5 YES 12' -0" S40 RACK SHELF- OVER MIXER K33C WALK -IN PROTEIN COOLER COMPRESSOR 208 1 1.5 YES ROOF S41 CUTTING BOARDS LINE K34 ICE STORAGE BIN S43 ANGLE RACK SLIDES - SERVERY K34A CUBER - 1300LBS 120/208 3 17 DIRECT 56 4 WIRE S45 COLD TABLE 120 5 DIRECT 24 FAN K34B REMOTE CONDENSOR 208 1 -- CONNECT TO ICEMAKER S45C CONDIMENT BRACKET K35 WALK IN FREEZER 120 1 1 YES 12' -0" LIGHTS S46 COLD TABLE 120 5 DIRECT 24 FAN K35A WALK -IN FREEZER COILS 208 1 10 YES 12'0 S54 WALL FAUCET- SWING K35B WALK -IN FREEZER COMPRESSOR 208 1 2 YES ROOF S55 SLICER CART- MOBILE K36 WINE WALL COIL 208 1 5 YES 98 S56B DECK OVEN CART- OPEN UNDER K36C WINE WALL COMPRESSOR 208 3 1.5 YES ROOF S56C ROTIS CART- OPEN UNDER K37 RICE COOKER 120 1 8 CORD & PLUG 5 -15R 39" S57 SPARE K38 SAFE S59 SPARE K39 BAR BLENDER 120 1 6 CORD & PLUG 5 -15R 39 S60 SALAD BOWL RINGS K40 BEER TOWERS 42 ON BAR TOP S74 ROLLING PIN HOLDER K40A DRAFT BEER POWER PAK 115 1 15 0.75 CORD & PLUG 5 -15R 120 ON BEER COOLER S76 PREP UTENSIL HOLDER K4OB DRAFT BEER COMPRESSOR 115 1 12 CORD & PLUG 5 -15R 120 ON BEER COOLER S80 DISTRIBUTOR WALL K40C DRAFT BEER NITROGEN GENERATOR 115 1 12 CORD & PLUG 5 -15R 120 ON BEER COOLER S91 PASS THRU COUNTER .-�- °; K4OD BEER FOB SYSTEM S92 S93 S94 S95 SERVICE COUNTER= W /HSINK PASS THRU SHELF SPARE SPARE ,7i 1 rn \ `° 5 ' '. '- . , r• \ m � ; '� '. .-. s ' K41 WORKSTATIONS (POS) 120 1 15 CORD & PLUG IG +/ - 45" K41A REQUISTION PRINTER 120 1 15 CORD & PLUG IG +/ -45" K41 B IMPACT PRINTER 120 1 15 CORD & PLUG IG, 4 PLEX +/ -24" K41 C MANAGER'S COMPUTER 120 1 15 CORD & PLUG IG, 4 PLEX VARIES S101 BAR TABLE \ " ,,; K41 D MICRO'S PATCH PANEL 120 1 15 CORD & PLUG REGULAR +/ -24" S102 BAR TABLE k . - ;' , K42A OFFICE PRINTER 120 1 15 CORD & PLUG REGULAR +/ -24" S103 5104 BAR TABLE DRAFT BEER CABANA BACK BAR I \ �� 9,. Y K42B OFFICE FAX 120 K42C OFFICE COMPUTER S105 DRINK RAIL - - f-1 / ' .'' ° ` L .. , °° K43 MICROWAVE 208 1 15.3 CORD & PLUG 6 -20P 42 THRU PANEL S105A CORNER TABLES I 4 -' '' _P ..� - K45 SPARE 5108 SLUSH STAND- MOBILE % e;% '' �' ri� K46 SPARE S108A SLUSH STAND- MOBILE- CABANA , K46C REFRIGERATION COMPRESSOR- COOKLINE 208 1 t5 YES ROOF CONFIRM S113 COOLER DOOR KICK PLATES K47 SPARE 5114 EXIT DOOR CLADDING K47A REFRIGERATED TABLE - BACK BAR - 96" CABANA 110 1 2.4 YES 24" S115 DRAIN BOARD - GLASS WASHER K47B REFRIGERATED COMPRESSOR BAR 208 1 1.5 YES ROOF CONFIRM S115A DUMP TRAY GLASS WASHER K48 REFRIGERATED TABLE - PIZZA 115 1 2.3 YES 12" S300 SHATER RINSE K48 REFRIGERATION COMPRESSOR- CABANA 208 1 1.5 YES ROOF CONFIRM _ S300+ MISC S.S. ITEMS K50 SPARE ./ I K57 DOUGH SHEETER K51 REFRIGERATED COMPRESSOR - FRONT LINE 208 1 1.5 YES ROOF CONFIRM K52 GLASS FROSTER K53 SPARE K57 SPARE K54 SPARE K58 TILT SKILLETT 208 3 20.5 YES 33" K59 SALAD SPINNER S.S. 120 1 12 CORD & PLUG 5 -15R 24 K60 SOUND SYSTEM 115 1 1/4" CORD & PLUG REGULAR CONFIRM K61 COOLER - UNDERCOUNTER WAIT STN 120 1 8 CORD & PLUG 5 -15R 24 K66 SLUSH UNIT- REMOTE 120 1 15 CORD & PLUG 5 - 15R 12" K66A SLUSH MACHINE SELF CONTAINED K72 PATIO HEATERS 208 1 10.7 1/2" CORD & PLUG 6 -15P 48" K66A SLUSH UNIT- SELF CONTAINED K66B VAT - REMOTE 120 1 13 CORD & PLUG 5 - 15R 48" IN BEER COOLER K66C REMOTE COMPRESSOR 208 1 21 DIRECT 120 ON ROOF K72 PATIO HEATERS STRIP CONFIRM GENERAL NOTES: 1. ALL EQUIPMENT SET IN PLACE BY KITCHEN EQUIPMENT CONTRACTOR, LEVELLED, FLASHED AND MADE READY FOR FINAL CONNECTION BY PLUMBER, ELECTRICIAN, GAS, STEAM AND OTHER TRADES. 2. ALL SUBTRADES TO CHECK WITH KITCHEN EQUIPMENT CONTRACTOR TO VERIFY FINAL ROUGH -IN DATA BEFORE COMMENCING WORK. 3. A MINIMUM CLEAR OPENING OF 3FT. WIDE X 7FT. HIGH MUST BE PROVIDED FOR ENTRY AND PLACING OF KITCHEN EQUIPMENT. 4. CONDUITS REQUIRED FOR IN -SLAB REFRIGERATION LINES AND SLEEVES THROUGH FLOOR, CEILING, OR WALLS, ARE NOT THE RESPONSIBILITY OF KITCHEN EQUIPMENT CONTRACTOR. 5. ELECTRICIANS TO SUPPLY SEPARATELY FUSED CIRCUIT, AVAILABLE 24 HOURS PER DAY FOR CONTROL CIRCUIT ON EXHAUST VENTILATOR, AND INTERWIRE SEPARATE COMPONENTS. 6. ELECTRICIANS TO CONNECT WIRING TO REFRIGERATOR CONDENSING UNITS, INCLUDING CONTROL WIRING. 7. PLUMBER TO ENSURE A PRESSURE REDUCING VALVE, SET AT 20 TO 30 LBS. PER SQUARE INCH FLOW PRESSURE, IS INSTALLED IN HOT WATER LINE TO THE BOOSTER AND THAT AN AIR CUSHION EXPANSION CHAMBER IS INSTALLED BETWEEN THIS PRESSURE REDUCING VALVE AND THE DISHWASHER, ALSO PLUMB IN VENTILATOR GAS SOLENOID, IF ANY. 8. THE VENTILATION SYSTEM WILL BE EXHAUSTING CFM OF AIR AND IT IS NECESSARY THAT 80% OR CFM OF AIR BE REPLACED IN THE KITCHEN, IN ORDER THAT THE VENTILATION WORKS AT 100% EFFICIENCY. IT IS ADVISABLE THAT YOU WORK WITH YOUR AIR CONDITIONING OR HEATING CONTRACTOR TO INSTALL A MAKE -UP AIR UNIT IN YOUR PREMISES. 9. ALL SERVICES FOR EQUIPMENT SUPPLIED BY OTHERS /OWNERS SHOULD BE CONFIRMED BY OWNERS. 10. PLUMBING CONTRACTOR TO PROVIDE WATER SUPPLY AND WASTE SERVICES FOR REFRIGERATION EVAPORATIVE WATER COOLER, PROVIDE BACK FLOW PREVENTOR ASSEMBLY ON WATER SUPPLY LINE. PLUMBING CONTRACTOR TO MAKE ALL FINAL CONNECTIONS. CONDENSATE LINES TO BE SUPPLIED AND INSTALLED AT THE MAXIMUM POSSIBLE SLOPE. CONDENSATE LINES IN FREEZERS REQUIRE HEAT TAPE AND INSULATION. REFRIGERATION CONTRACTOR SHALL FURNISH AND INSTALL ALL INTERCONNECTING REFRIGERANT PIPING UNLESS NOTED OTHERWISE. DATE 07/18/07 MM/DDIYY R Q 0 E F C FILE NO.: PROJECT: APPROVED: issue for review REVISIONS: REVISION DESCRIPTION THIS DRAWING IS THE PROPERTY OF RUSSELL. FOOD EQUIPMENT LIMITED AND IS LOANED SUBJECT TO THE CONDITION THAT IT IS NOT TO BE COPIED, REPRODUCED, OR DISTRIBUTED, FJTHER IN WHOLE OR IN PART, AND IS NOT TO BE USED DIRECTLY, OR INDIRECTLY, EXCEPT WITH THE AUTHORnY OF RUSSELL FOOD EQUIPMENT UNIFIED. tfr !Y.] SUPPLIER CODE RUSSELL FOOD EQUIPMENT LTD. QUEST METAL WORKS LTD. BY OTHERS (NIC) EXISTING ITEM FUTURE ITEM CUSTOM 1255 VENABLES ST -. VANCOUVER, BC VOA 3X6 PHONE(604)253 -6611 FAX(604)253 -0807 E -MAIL piannmg @russeIIfood.ca russellfood.ca TEL NO.: 604-253-6611 DESIGN: ROGER NEWTON CHECK: RUSSELL f000 EOUIPMENT 1T0. DATE: JUNE 4, 2007 SCALE: NONE 5754 -K2A JOEY'S SOUTHCENTER PROPOSED FOOD EQUIPMENT ELECTRICAL SCHEDULE TUKWILA R X BRANCH: VANCOUVER, B.C. VICTORIA VANCOUVER EDMONTON CALGARY SASKATOON REGINA WINNIPEG THUNDER BAY SAULT STE. MARIE LONDON TORONTO OTTAWA MONTREAL HALIFAX DO U 00 4P UV I14' --6•I 24x60 24x60 a- 24x60 v• n !Ir �Y�a —1 i W ialr',(litt'alghl.1701"11" CI I HI mow II III ■._ IF 151111 ■Il I • I I' CONFIRM LOCATION u! r'7!■I!I! !I!I■I!I!I! • I ■II I■ �iiil ■ ■I!�'� l l + r MINIM ■I■1N UIi AIIII ■I ■I■ �lIIEIlIlIglLw!l11�1! II IJIC!r!!��;�J1M!!I! X11 X11■ a1 /MUM iiii 111 �I iI ■ ■.u e • ••i 7 S19: S104 g g €1J it I II 11 11k AudI II 1 moman 1ILI ii■. �1�1�71lIllulului ■It I .muuii 1 . •I� MINIS U MI ■ IUI ■ .. ■,_.,,511— E � f� flN \I \I \ 24x48 24x48 24x48 24x48 24x48 4' --11" GENERAL NOTES: 1. ALL EQUIPMENT SET IN PLACE BY KITCHEN EQUIPMENT CONTRACTOR, LEVELLED, FLASHED AND MADE READY FOR FINAL CONNECTION BY PLUMBER, ELECTRICIAN, GAS, STEAM AND OTHER TRADES. 2. ALL SUBTRADES TO CHECK WITH KITCHEN EQUIPMENT CONTRACTOR TO VERIFY FINAL ROUGH - DATA BEFORE COMMENCING WORK. 3. A MINIMUM CLEAR OPENING OF 3FT. WIDE X 7FT. HIGH MUST BE PROVIDED FOR ENTRY AND PLACING OF KITCHEN EQUIPMENT. 4. CONDUITS REQUIRED FOR IN -SLAB REFRIGERATION LINES AND SLEEVES THROUGH FLOOR, CEILING, OR WALLS, ARE NOT THE RESPONSIBILITY OF KITCHEN EQUIPMENT CONTRACTOR. 5. ELECTRICIANS TO SUPPLY SEPARATELY FUSED CIRCUIT, AVAILABLE 24 HOURS PER DAY FOR CONTROL CIRCUIT ON EXHAUST VENTILATOR, AND INTERWIRE SEPARATE COMPONENTS. 6. ELECTRICIANS TO CONNECT WIRING TO REFRIGERATOR CONDENSING UNITS, INCLUDING CONTROL WIRING. 7. PLUMBER TO ENSURE A PRESSURE REDUCING VALVE, SET AT 20 TO 30 LBS. PER SQUARE INCH FLOW PRESSURE, IS INSTALLED IN HOT WATER LINE TO THE BOOSTER AND THAT AN AIR CUSHION EXPANSION CHAMBER IS INSTALLED BETWEEN THIS PRESSURE REDUCING VALVE AND THE DISHWASHER, ALSO PLUMB IN VENTILATOR GAS SOLENOID, IF ANY. 8. THE VENTILATION SYSTEM WILL BE EXHAUSTING CFM OF AIR AND IT IS NECESSARY THAT 80% OR CFM OF AIR BE REPLACED IN THE KITCHEN, IN ORDER THAT THE VENTILATION WORKS AT 100% EFFICIENCY. IT IS ADVISABLE THAT YOU WORK WITH YOUR AIR CONDITIONING OR HEATING CONTRACTOR TO INSTALL A MAKE -UP AIR UNIT IN YOUR PREMISES. 9. ALL SERVICES FOR EQUIPMENT SUPPLIED BY OTHERS /OWNERS SHOULD BE CONFIRMED BY OWNERS. 10. PLUMBING CONTRACTOR TO PROVIDE WATER SUPPLY AND WASTE SERVICES FOR REFRIGERATION EVAPORATIVE WATER COOLER, PROVIDE BACK FLOW PREVENTOR ASSEMBLY ON WATER SUPPLY LINE. PLUMBING CONTRACTOR TO MAKE ALL FINAL CONNECTIONS. CONDENSATE LINES TO BE SUPPLIED AND INSTALLED AT THE MAXIMUM POSSIBLE SLOPE. CONDENSATE LINES IN FREEZERS REQUIRE HEAT TAPE AND INSULATION. REFRIGERATION CONTRACTOR SHALL FURNISH AND INSTALL ALL INTERCONNECTING REFRIGERANT PIPING UNLESS NOTED OTHERWISE. DATE 07118/07 MM/DD/YY R Q 0 E F C FILE NO.: PROJECT: APPROVED: issue for review REVISIONS: REVISION DESCRIPTION SUPPLIER CODE RUSSELL FOOD EQUIPMENT LTD. QUEST METAL WORKS LTD. BY OTHERS (NIC) EXISTING ITEM FUTURE ITEM CUSTOM THIS DRAWING IS THE PROPERTY OF RUSSELL FOOD EQUIPMENT LIMITED AND IS LOANED SUBJECT TO THE CONDITION THAT IT IS NOT TO BE COPIED, REPRODUCED, OR DISTRIBUTED, EITHER IN WHOLE OR IN PART, AND IS NOT TO BE USED DIRECTLY, OR INDIRECTLY, EXCEPT WITH THE AUTHORITY OF RUSSELL FOOD EQUIPMENT LIMITED. R U S S E LL f000 EOUIPMENT ITO. 1255 VENABLES ST., VANCOUVER, BC V6A 3X6 PHONE(604)253 -6611 FAX(604)253 -0807 E -MAIL: planning @russelffoorLca russellfaod.ca TEL NO.: 604 -253 -6611 DATE: JUNE 4, 2007 DESIGN: ROGER NEWTON BRANCH: VANCOUVER, B.C. CHECK SCALE: 1/4" = 1' - 0" 5754 -K3 JOEY'S SOUTHCENTER PROPOSED FOOD EQUIPMENT MECHANICAL LAYOUT TUKWILA X 0 X VICTORIA VANCOUVER EDMONTON CALGARY SASKATOON REGINA WINNIPEG THUNDER BAY SAULT STE. MARIE LONDON TORONTO OTTAWA MONTREAL HALIFAX ITEM DESCRIPTION REMARKS GAS BTU H.W.. C.W. WASTE AFF K1 2 BURNER RANGE 3/4" 60000 TV 30" K1 B 6 0/B RANGE TOP 1" 180000 30" USE 1" GAS HOSE SUPPLIED SRC FLEX HOSE 180M BTU 3/4" K1C 8 0/B RANGETOP 1" 240000 DEBIT MACHINE 30" USE 1" GAS HOSE SUPPLIED FLEX HOSE 240M BTU 1' K2 ROTISSERIE K3 BROILER 58" 3/4" 195000 USE 3/4" GAS HOSE SUPPLIED FLEX HOSE 180M BTU 3/4" ITEM DESCRIPTION MECHANICAL K4 GRIDDLE REMARKS GAS BTU FLEX HOSE 180M BTU COLDDWATER WASTE AFF K5A DEEP FRYER - CASTERS 3/4" 130000 USE 3/4" GAS HOSE SUPPLIED K5B TIMERS - S1 C BREADING TABLE K5C SHUTTLE - PORTABLE FILTER (NOT SHOWN) S3 OVERHEAD SHELF K5D FLEX HOSE 180M BTU 314" K7 TOASTER- DOUBLE 1" PLUMB 1" WASTE TO ADJCENT JUB DRAIN K8B COLD DRAWER BASE S6A PLATE SHELF- ACROSS BURNERS FFD INDIRECT WASTE FROM COIL K8C COLD DRAWER BASE FFD PLATE SHELF - ACROSS GRIDDLE INDIRECT WASTE FROM COIL K8D REMOTE REFRIGERATION SYSTEM FOR 8 NB K9 SPARE K10 HOLDING DRAWER S8 HAWKINS SHELF- FRYERS K11 COLD TABLE S8A MOBILE TABLE- FRYER K11A CHEEZEMELTER 1/2" DELETED K12C HEAT STRIP K11 B TORTILLA WARMER 515 PLATE FREEZER- REMOTE ON SHELF S303 K12C HEAT STRIPS S16 PLATE WARMER IN PASS BAR K14 AIR DECK OVEN K14A CART UNDER 14 /S56C 1 -1/2" K15 SLICER 518F PLATE WARMER WITH BATE MARIE K16 MIXER - 40 QT S19B BACK BAR -48" (K47) K17 MEAT SMOKER (NOT SHOWN) 1" INDIRECT WASTE CONFIRM K19 SOFT DRINK CARBONATOR 1/2" 1" INDIRECT WASTE K1 9A SOFT DRINK BAR GUN 519D BACK BAR- 108" K19B BAG IN THE BOX INDIRECT WASTE S20 WALL SHELF- 14" DEEP K19C SOFTDRINK FOUNTAIN K21 COFFEE BREWER 1/4" INSTALL BACKFLOW PREVENTOR AND SHUT OFF VALVE K22 SPARE S20B WALL SHELF- 24" DEEP K22A WATER SOFTENING SYSTEM S200 WALL SHELF - 12" DEEP K22B WATER FILTER (CONFIRM) K24 GLASS WASHER 1/2" 1/2" 1 -1/2" K24 GLASS WASHER S22 112" 1/2" 2" K26 CAPPUCCINO MACHINE DRAIN TO SINK BELOW 1/4" 824C PREP TABLE K29 DISHWASHER 314" 2" K29 DISHWASHER (US) 314" 2" TABLE LIMIT SWITCH REQUIRED K29A DISHWASHER BOOSTER S25 3!4" 1/2" 1/2" K31 WALK -IN COOLER BOX 1" CLEAN DISH TABLE K31A WALK -IN COILS K31C WALK -IN COOLER COMPRESSOR 1/2" 1/2" 1 -1/2" X 2 14 INC SINK & DUMPSINK K32 BEER COOLER BOX S27 DISH AREA- WALL CLAD K32A BEER - BLOWER COILS 1" FOOD SINK- SALAD TABLE INDIRECT TO FFD K326 BEER COOLER COMPRESSOR 1/2" 1 -1/2" 14 CONVENIENCE PLUGS (2) K34 MODULAR ICE STORAGE BIN . 1/2" 1/2" 3/4" 14 K34A CURER - 1300LBS S29A DOUBLE BAR SINK 2 X 1 /2" 2 X 3/8 ", 3/4" 1/2" WATER COOLED K33 WALK IN COOLER = PROTEIN S30 HANDSINK- DROP IN PART OF K31A K33A WALK -IN PROTEIN COOLER COILS 1/2" 1 -1/2" 14 1" INDIRECT TO FED K33C WALK -IN PROTEIN COOLER COMPRESSOR 1/2" 1/2" 1 -1/2" 14 K34 ICE STORAGE BIN S31 WATER DISPENSER ICE WELL 1/2" K34A CUBER - 1300LBS INDIRECT WASTE 532 DIPPER WELL K34B REMOTE CONDENSOR 1/2" 1 -1/2" 14 INDIRECT WASTE K35 WALK IN FREEZER K35A WALK -IN FREEZER COILS S35A WALL END CAPS 1" HEAT TRACE ON DRAINS K35B WALK -IN FREEZER COMPRESSOR 536 WALL PANELS- MOP SINK K36 WINE WALL COIL 1" IN CEILING ABOVE WINEWALL K36C WINE WALL COMPRESSOR K37 RICE COOKER S38 EXHAUST CANOPY- ROTIS K38 SAFE CONFIRM THROAT LOCATIONS WITH MFR S38A EXHAUST CANOPY - GRIDDLE, BROILER K39 BAR BLENDER CONFIRM THROAT LOCATIONS WITH MFR CONFIRM QTY SITE K40 BEER TOWERS 1/2" 1" CONFIRM THROAT LOCATIONS WITH MFR K40A DRAFT BEER POWER PAK S38C EXHAUST CANOPY - FRYER, BURNERS ABOVE BEER COOLER K4OB DRAFT BEER COMPRESSOR CONFIRM THROAT LOCATIONS WITH MFR S38D EXHAUST CANOPY- SKILLETT K40C DRAFT BEER NITROGEN GENERATOR CONFIRM THROAT LOCATIONS WITH MFR K4OD BEER FOB SYSTEM K41 WORKSTATIONS (POS) 840 RACK SHELF- OVER MIXER K41A REQUISTION PRINTER S41 CUTTING BOARDS LINE K41B IMPACT PRINTER K41C MANAGER'S COMPUTER UNDER OFFICE COUNTER K41D MICRO'S PATCH PANEL 545 COLD TABLE IN SOUND ROOM K42A OFFICE PRINTER INDIRECT WASTE S45C CONDIMENT BRACKET UNDER OFFICE COUNTER K42B OFFICE FAX UNDER OFFICE COUNTER K42C OFFICE COMPUTER FFD INDIRECT WASTE K43 MICROWAVE S54 WALL FAUCET- SWING 1/2" 1/2" K45 SPARE 555 SLICER CART- MOBILE K46 SPARE K46C REFRIGERATION COMPRESSOR- COOKLINE K47 SPARE S56C ROTIS CART- OPEN UNDER K47A REFRIGERATED TABLE - BACK BAR - 96" CABANA 1" SPARE SELF CONTAINED K47B REFRIGERATED COMPRESSOR BAR K48 REFRIGERATED TABLE - PIZZA 1" K48 REFRIGERATION COMPRESSOR- CABANA S60 SALAD BOWL RINGS K50 SPARE 574 ROLLING PIN HOLDER K57 DOUGH SHEETER K51 REFRIGERATED COMPRESSOR - FRONT LINE 1" SELF CONTAINED K52 GLASS FROSTER S80 DISTRIBUTOR WALL K53 SPARE ATTACH TO MAKE UP AIR SYSTEM S91 PASS THRU COUNTER K57 SPARE K54 SPARE 0.5 0.5 1.5 14 K58 TILT SKILLETT S93 PASS THRU SHELF INDIRECT CONNECT FROM BASE K59 SALAD SPINNER S.S. HEAT LAMPS MOUNTED S94 SPARE K60 SOUND SYSTEM K61 COOLER - UNDERCOUNTER WAIT STN K66 SLUSH UNIT- REMOTE S101 BAR TABLE 3/8" 1" WATER COOLED K66A SLUSH MACHINE SELF CONTAINED S102 BAR TABLE SELF CONTAINED K72 PATIO HEATERS 1/2" 50000 K66A SLUSH UNIT- SELF CONTAINED 0.5 1.5 12 CABANA K66B VAT - REMOTE S104 CABANA BACK BAR K66C REMOTE COMPRESSOR 5105 DRINK RAIL K72 PATIO HEATERS STRIP ,—� 'r : CONFIRM ITEM DESCRIPTION TV TELEVISION SRC TV SCREEN DB DEBIT MACHINE ITEM DESCRIPTION MECHANICAL REMARKS GAS BTU HOTOWATER COLDDWATER WASTE AFF S1 B TOASTER TABLE S1 C BREADING TABLE S3 OVERHEAD SHELF 84 BAINMARIE TABLE 1" PLUMB 1" WASTE TO ADJCENT JUB DRAIN S6A PLATE SHELF- ACROSS BURNERS S6B PLATE SHELF - ACROSS GRIDDLE S7A PLATE SHELF- ACROSS BROILER S8 HAWKINS SHELF- FRYERS S8A MOBILE TABLE- FRYER S8B SPLASH GUARDS - FRYERS 515 PLATE FREEZER- REMOTE S16 PLATE WARMER S17B COCKTAIL MIX STATION 1 -1/2" 518F PLATE WARMER WITH BATE MARIE 1/2" S19B BACK BAR -48" (K47) 1" INDIRECT WASTE 519C BACK BAR- 48" DOUBLE SIDED (K47B) 1" INDIRECT WASTE 519D BACK BAR- 108" 1" INDIRECT WASTE S20 WALL SHELF- 14" DEEP 520A WALL SHELF- 16" DEEP S20B WALL SHELF- 24" DEEP S200 WALL SHELF - 12" DEEP S21 WALL SHELF 21" DEEP S22 DRAINSHELF OVER POTSINK DRAIN TO SINK BELOW 824C PREP TABLE S24D PREP TABLE OPEN FOR INGRED BINS S25 POT SINK- TRIPLE 1/2" 1/2" 1 -1/2" 14 S25A CLEAN DISH TABLE 526 SOILED DISH TABLE 1/2" 1/2" 1 -1/2" X 2 14 INC SINK & DUMPSINK S27 DISH AREA- WALL CLAD S28A FOOD SINK- SALAD TABLE 1/2" 1/2" 1 -1/2" 14 CONVENIENCE PLUGS (2) 529 BAR SINK 1/2" 1/2" 1 -1/2" 14 S29A DOUBLE BAR SINK 1/2" 1/2" 1 -1/2" 14 S30 HANDSINK- DROP IN 1/2" 1/2" 1 -1/2" 14 S30A HAND SINK- WALL MT 1/2" 1/2" 1 -1/2" 14 S31 WATER DISPENSER ICE WELL 1/2" 1 -1/2" 14 INDIRECT WASTE 532 DIPPER WELL 1/2" 1 -1/2" 14 INDIRECT WASTE S35 WALL CORNERS S35A WALL END CAPS 536 WALL PANELS- MOP SINK S37 SPARE S38 EXHAUST CANOPY- ROTIS CONFIRM THROAT LOCATIONS WITH MFR S38A EXHAUST CANOPY - GRIDDLE, BROILER CONFIRM THROAT LOCATIONS WITH MFR S38B CONDENSATE CANOPY- DISHPIT CONFIRM THROAT LOCATIONS WITH MFR S38C EXHAUST CANOPY - FRYER, BURNERS CONFIRM THROAT LOCATIONS WITH MFR S38D EXHAUST CANOPY- SKILLETT CONFIRM THROAT LOCATIONS WITH MFR 539 EXHAUST CANOPY - LINE 840 RACK SHELF- OVER MIXER S41 CUTTING BOARDS LINE 543 ANGLE RACK SLIDES - SERVERY 545 COLD TABLE FFD INDIRECT WASTE S45C CONDIMENT BRACKET 846 COLD TABLE FFD INDIRECT WASTE S54 WALL FAUCET- SWING 1/2" 1/2" 555 SLICER CART- MOBILE S56B DECK OVEN CART- OPEN UNDER S56C ROTIS CART- OPEN UNDER S57 SPARE 559 SPARE S60 SALAD BOWL RINGS 574 ROLLING PIN HOLDER 576 PREP UTENSIL HOLDER S80 DISTRIBUTOR WALL ATTACH TO MAKE UP AIR SYSTEM S91 PASS THRU COUNTER S92 SERVICE COUNTER= W /HSINK 0.5 0.5 1.5 14 S93 PASS THRU SHELF HEAT LAMPS MOUNTED S94 SPARE S95 SPARE S101 BAR TABLE S102 BAR TABLE S103 BAR TABLE DRAFT BEER 0.5 1.5 12 S104 CABANA BACK BAR 5105 DRINK RAIL ,—� 'r : S105A CORNER TABLES �;..: P 4 bi ; � � , ��. z S108 SLUSH STAND- MOBILE ," ��°r .� ..—: ; `: , \ S108A SLUSH STAND- MOBILE- CABANA \ ,,,,6 -, t %,--`'' -, r, „7 S113 COOLER DOOR KICK PLATES \ -''- ` s\nr` ' 5114 EXIT DOOR CLADDING n " :VA S115 DRAIN BOARD -GLASS WASHER S115A DUMP TRAY GLASS WASHER 5300 SHATER RINSE 1/2" 1" SUPPLIED BY OWNER ‘ J _ ; ..: -, A - , S300+ MISC S,S. ITEMS _ a ____.--;:7::::, r".; e'• -''' ,-< ,',7 ,:: GENERAL NOTES: 1. ALL EQUIPMENT SET IN PLACE BY KITCHEN EQUIPMENT CONTRACTOR, LEVELLED, FLASHED AND MADE READY FOR FINAL CONNECTION BY PLUMBER, ELECTRICIAN, GAS, STEAM AND OTHER TRADES. 2. ALL SUBTRADES TO CHECK WITH KITCHEN EQUIPMENT CONTRACTOR TO VERIFY FINAL ROUGH -IN DATA BEFORE COMMENCING WORK. 3. A MINIMUM CLEAR OPENING OF 3FT. WIDE X 7FT. HIGH MUST BE PROVIDED FOR ENTRY AND PLACING OF KITCHEN EQUIPMENT. 4. CONDUITS REQUIRED FOR IN -SLAB REFRIGERATION LINES AND SLEEVES THROUGH FLOOR, CEILING, OR WALLS, ARE NOT THE RESPONSIBILITY OF KITCHEN EQUIPMENT CONTRACTOR. 5. ELECTRICIANS TO SUPPLY SEPARATELY FUSED CIRCUIT, AVAILABLE 24 HOURS PER DAY FOR CONTROL CIRCUIT ON EXHAUST VENTILATOR, AND INTERWIRE SEPARATE COMPONENTS. 6. ELECTRICIANS TO CONNECT WIRING TO REFRIGERATOR CONDENSING UNITS, INCLUDING CONTROL WIRING. 7. PLUMBER TO ENSURE A PRESSURE REDUCING VALVE, SET AT 20 TO 30 LBS. PER SQUARE INCH FLOW PRESSURE, IS INSTALLED IN HOT WATER LINE TO THE BOOSTER AND THAT AN AIR CUSHION EXPANSION CHAMBER IS INSTALLED BETWEEN THIS PRESSURE REDUCING VALVE AND THE DISHWASHER, ALSO PLUMB IN VENTILATOR GAS SOLENOID, IF ANY. 8. THE VENTILATION SYSTEM WILL BE EXHAUSTING CFM OF AIR AND IT IS NECESSARY THAT 80% OR CFM OF AIR BE REPLACED IN THE KITCHEN, IN ORDER THAT THE VENTILATION WORKS AT 100% EFFICIENCY. IT IS ADVISABLE THAT YOU WORK WITH YOUR AIR CONDITIONING OR HEATING CONTRACTOR TO INSTALL A MAKE -UP AIR UNIT IN YOUR PREMISES. 9. ALL SERVICES FOR EQUIPMENT SUPPLIED BY OTHERS /OWNERS SHOULD BE CONFIRMED BY OWNERS. 10. PLUMBING CONTRACTOR TO PROVIDE WATER SUPPLY AND WASTE SERVICES FOR REFRIGERATION EVAPORATIVE WATER COOLER, PROVIDE BACK FLOW PREVENTOR ASSEMBLY ON WATER SUPPLY LINE. PLUMBING CONTRACTOR TO MAKE ALL FINAL CONNECTIONS. CONDENSATE LINES TO BE SUPPLIED AND INSTALLED AT THE MAXIMUM POSSIBLE SLOPE. CONDENSATE LINES IN FREEZERS REQUIRE HEAT TAPE AND INSULATION. REFRIGERATION CONTRACTOR SHALL FURNISH AND INSTALL ALL INTERCONNECTING REFRIGERANT PIPING UNLESS NOTED OTHERWISE. DATE: 07/18/07 MM /DD/YY R Q 0 E F C APPROVED: issue for review REVISIONS: REVISION DESCRIPTION TEL. NO.: 604 - 253 -6611 DESIGN: ROGER NEWTON CHECK: R X 0 X SUPPLIER CODE RUSSELL FOOD EQUIPMENT LTD. QUEST METAL WORKS LTD. BY OTHERS (NIC) EXISTING ITEM FUTURE ITEM CUSTOM THIS DRAWING IS THE PROPERTY OF RUSSELL FOOD EQUIPMENT LIMITED AND IS LOANED SUBJECT TO THE CONDITION THAT IT IS NOT TO BE COPIED, REPRODUCED, OR DISTRIBUTED, EITHER IN WHOLE OR IN PART, AND IS NOT TO BE USED DIRECTLY, OR WDIRECTLY, EXCEPT WD7-I THE AUTHORITY Of RUSSELL FOOD EQUIPMENT LIMITED. RUSSELL FOOD. EQUIPMENT 1T0. 1255 VENABLES ST., VANCOUVER, BC V6A 3X6 PHONE(604)253-6611 FAX(604)253 -0807 E -MAIL planning @russellfood.ca russellfood.ca DATE: JUNE 4, 2007 BRANCH: VANCOUVER, B.C. SCALE: NONE FILE NO.: 5754 -K3A PROJECT: JOEY'S SOUTHCENTER PROPOSED FOOD EQUIPMENT MECHANICAL SCHEDULE TU KWI LA VICTORIA VANCOUVER EDMONTON CALGARY SAS KATOO N REGINA WINNIPEG THUNDER BAY SAULT STE. MARIE LONDON TORONTO OTTAWA MONTREAL HALT ELECTRICAL DIVISION 1. ALL EQUIPMENT AND RECEPTACLES ARE TO BE FULLY CONNECTED BY ELECTRICIANS. 2. ALL EQUIPMENT RECEPTACLES TO BE POLARIZED. 3. ELECTRICAL DIVISION SHALL SUPPLY ON EACH MOTOR DRIVEN APPLIANCE OR ELECTRICAL HEATING UNIT, SUITABLE CONTROL SWITCH OR STARTER OF PROPER TYPE AND IN ACCORD WITH CANADIAN UNDERWRITTEN CODE WHEREVER SUCH EQUIPMENT IS NOT SO BUILT, UNLESS OTHERWISE NOTED. ALL OTHER LINES, SWITCHES, SAFETY CUT PANELS, FUSE BOXES AND OTHER CONTROLS, FITTING, AND CONNECTIONS SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL DIVISION, UNLESS OTHERWISE NOTED. 4. ELECTRICAL SWITCHES WITH THERMAL OVERLOAD PROTECTION ARE PROVIDED BY ELECTRICAL CONTRACTOR FOR DISH WASHING, POT WASHING, EXHAUST FANS, AND WASTE DISPOSER MACHINES. ELECTRICAL CONTRACTORS TO PROVIDE SERVICE, INSTALL LOOSE SWITCHES, AND MAKE FINAL CONNECTIONS INCLUDING MAKE -UP AIR INTERLOCKS. 5. FOOD WARMER LAMPS PROVIDED BY RFE. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL WIRING TO WARMER, INCLUDING SWITCHES WHERE CALLED FOR. IF HEATERS ARE INTERNAL PARTS OF CUSTOM UNITS HEATERS SHALL BE PROVIDED AND WIRED COMPLETE, WITHIN THE FIXTURE, BY RFE/QMW. ELECTRICAL CONTRACTOR SHALL PROVIDE SERVICE AND MAKE THE CONNECTIONS WITH APPROPRIATE MATERIALS. 6. PROVIDE AND PROPERLY IDENTIFY, A CONVENIENT SWITCH CONTROL ON COOKING EQUIPMENT HOOD EXHAUST SYSTEM FAN, LOCATED IN THE KITCHEN AREA, IN CLOSE PROXIMITY TO EQUIPMENT. (FOR OTHER THAN "CLEANAIR" UNITS). 7. ELECTRICAL CONTRACTOR SHALL PROVIDE NECESSARY WIRING FOR CLEANAIR EXHAUST VENTILATORS AS INDICATED ON WIRING DIAGRAM AND VENTILATION PLAN. 8. ALL THREE -PHASE ELECTRICAL COOLING EQUIPMENT SHALL BE CHECKED FOR POSSIBLE UNBALANCED PHASE LOADING TO PROVIDE ADEQUATE WIRING AND BREAKER PROTECTION. ALL THREE -PHASE ELECTRICAL EQUIPMENT SHALL BE CHECKED FOR CORRECT ROTATION OF MOTORS. 9. ELECTRICAL CONTRACTOR TO PROVIDE SERVICE FOR REFRIGERATION ITEMS, FURNISH AND INSTALL DISCONNECT SWITCHES OR AS NOTED AND WIRE ALL MOTORS COMPLETE FROM DISCONNECT SWITCHES, WIRING THROUGH STARTERS TO MOTORS. MAKE FINAL CONNECTIONS TO EVAPORATORS, CONTROLS AND TIME CLOCKS AS REQUIRED FOR CORRECT OPERATION AND DEFROST CYCLE. THE REFRIGERATION CONTRACTORS SHALL PROVIDE MOTOR STARTERS FOR COMPRESSORS FOR INSTALLATION BY THE ELECTRICAL CONTRACTOR. 10. ALL ELECTRICAL SOURCES LOCATED UNDER THE KITCHEN EXHAUST HOOD(S) SHALL BE SHUT OFF UPON OPERATION OF THE FIRE SUPPRESSION SYSTEM. SUB PANEL, CONTACTOR, G.F.I., RECEPTACLES, ETC. ARE TO BE SUPPLIED AND INSTALLED BY THE ELECTRICAL DIVISION. THE FIRE SUPPRESSION SYSTEM SHALL BE CONNECTED BY THE ELECTRICAL DIVISION TO NOTIFY ANY FIRE ALARM SIGNALING SYSTEM UPON DISCHARGE. WHERE ELECTRICAL POWER IS REQUIRED TO OPERATE THE EXTINGUISHING SYSTEM IT SHALL BE MONITORED BY A SUPERVISORY ALARM. 11. DISCONNECT AND RECONNECT EXISTING EQUIPMENT TO BE RELOCATED OR REMOVED. 12. ELECTRICIAN IS TO PROVIDE AND INSTALL SEAL -TIGHT FLEX IN THE DISH WASHING AREA. LL IWALK-IN FREEZER From Breaker -Panel 120V/10 TT FREEZER EVAPORATOR From Breaker -Panel 208V /10(TYP.) TT FREEZER CONDENSOR From Breaker -Panel 208V /30(TYP.) L 4 t t I I I ♦ 4 t t t NOTE: USE EXTERIOR GRADE, WEATHER PROTECTED, RECEPTACLE FOR HEAT TRACE (ADJACENT TO COIL). CONFIRM WITH LOCAL INSPECTORS. WALK -IN FREEZER FIELD WIRING FIELD WIRING (By Electrical) FUSED DISCONNECT (By Electrical) MOTOR STARTER (By Refrigeration) CONDENSOR (Roof -top Unit) SOLENOID (By Refrigeration) EVAPORATOR COIL (By Refrigeration) WALK -IN BOX (N.T.S.) Receptacle for heat trace (drain line) Run off light circuit. MECHANICAL: 1. EQUIPMENT TO BE FULLY CONNECTED BY MECHANICAL CONTRACTOR AFTER CLEANING LINES OF DEBRIS. 2. PLUMBING CONTRACTOR TO ALLOW FOR, FURNISH, AND INSTALL ALL REQUIRED TRAPS. GREASE TRAPS ARE TO BE PROVIDED, IF REQUIRED, AND SHOULD BE LOCATED BELOW OR SET FLUSH WITH FLOORS. 3. RUSSELL FOOD EQUIPMENT TO PROVIDE ALL EQUIPMENT FAUCETS AS SPECIFIED INCLUDING, IF REQUIRED OR SPECIFIED, SWING FAUCETS AT RANGES AND KETTLES. PLUMBER TO INSTALL AND CONNECT. 4. STOPS TO BE FURNISHED BY PLUMBING CONTRACTOR AND INSTALLED ON ALL HOT AND COLD WATER LINES AT EQUIPMENT. 5. GENERAL WATER PRESSURE IN KITCHEN SHOULD NOT EXCEED 50 LBS. WATER PRESSURE FOR DISHWASHER AND /OR GLASS WASHER TO BE 25LB. MAXIMUM. PLUMBER TO FURNISH AND INSTALL REDUCING VALVES AS REQ'D. 6. PLUMBING CONTRACTOR TO PROVIDE WATER SUPPLY AND WASTE SERVICES FOR REFRIGERATION CONDENSING UNIT, PROVIDE BACK FLOW PREVENTER ASSEMBLY ON WATER SUPPLY LINE. PLUMBING CONTRACTOR TO MAKE ALL FINAL CONNECTIONS. CONDENSATE LINES TO BE SUPPLIED AND INSTALLED AT MAXIMUM POSSIBLE SLOPE. CONDENSATE LINES IN FREEZERS REQUIRE HEAT TAPE AND INSULATION. HEAT TAPE AND INSULATION TO BE SUPPLIED BY PLUMBING CONTRACTOR, BUT RECEPTACLE SUPPLIED BY ELECTRICAL CONTRACTOR. REFRIGERATION CONTRACTOR SHALL FURNISH AND INSTALL ALL INTERCONNECTING REFRIGERANT PIPING UNLESS OTHERWISE NOTED. 7. REFRIGERATION CONTRACTORS TO FURNISH AND INSTALL AN AUTOMATIC WATER REGULATING VALVE FOR EACH CONDENSING UNIT. 8. ROOF, WALL AND FLOOR SLEEVES FOR REFRIGERANT LINES SHALL BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. 9. HOT WATER FOR THE DISH WASHING AREA TO BE FROM BUILDING SUPPLY AT MINIMUM 140 °F @ DISHWASHER CONNECTION (UNLESS OTHERWISE NOTED). THE BOOSTER PROVIDED BY RFE TO BE INTEGRALLY HOOKED UP TO THE DISHWASHER BY PLUMBING CONTRACTOR EXCEPT WHERE THE BOOSTER HAS BEEN INSTALLED BY THE MANUFACTURER. 10. FUEL GAS SERVICES SHALL BE SIZED TO SUPPLY THE NECESSARY BTU INDICATED FOR EQUIPMENT. FUEL LINE SIZE TO BE SPECIFIED BY GAS CONTRACTOR OR MECHANICAL CONSULTANT. (PRESSURE TO EQUIPMENT NOT TO EXCEED 7" W.C.) 11. PLUMBER TO PROVIDE AND INSTALL ALL SINK WASTE LINES AS REQUIRED, INCLUDING LINES TO ALL SINKS BUILT INTO ANY STANDARD OR SPECIALLY FABRICATED EQUIPMENT ITEM. WASTE LINES FROM REFRIGERATED EQUIPMENT ITEMS, EXCEPT SINKS, SHALL BE FURNISHED AND INSTALLED TO DRAIN POSITION NOTED ON SERVICE DRAWINGS BY RFE. 12. PLUMBING AND /OR GAS CONTRACTOR TO DISCONNECT AND RECONNECT EXISTING EQUIPMENT TO BE RELOCATED OR REMOVED 13. ALL GAS EQUIPMENT TO BE TESTED FOR LEAKS & PILOTS LIT BY GAS CONTRACTOR. WALK -IN COOLER From Breaker -Panel 120V/10 TT COOLER EVAPORATOR From Breaker -Panel 208V110(TYP.) TT r -- COOLER CONDENSOR From Breaker -Panel 208V /10(TYP.) ♦ 4 I I ♦ t 4 WALK -IN COOLER FIELD WIRING FIELD WIRING (By Electrical) FUSED DISCONNECT (By Electrical) MOTOR STARTER (By Refrigeration) CONDENSOR (Location Varies) THERMOSTAT (By Refrigeration SOLENOID (By Refrigeration) EVAPORATOR COIL (By Refrigeration) WALK -IN BOX (N.T.S.) NOTES AND DIAGRAMS FOR VARIOUS TRADES GENERAL CONTRACTOR AND /OR OWNER 1. THE FOOD SERVICE EQUIPMENT TO BE ASSEMBLED AND SET INTO PLACE DOES NOT INCLUDE: - ROOM FINISHES AND CLEANING OF SAME - HAND SINKS AND WATER FOUNTAINS, EXCEPT WHERE NOTED - FIRE EXTINGUISHERS (HAND TYPE) - CLOCKS - MISCELLANEOUS ITEMS NOT RELATED DIRECTLY TO THE FOOD SERVICE EQUIPMENT - DETERGENT DISPENSING EQUIPMENT 2. THE CRATING MATERIALS WILL BE REMOVED FROM THE EQUIPMENT AND PREMISES BY THE INSTALLATION CREW AND PLACED WHERE DIRECTED BY THE OWNER OR GENERAL CONTRACTOR. REMOVAL FROM THE SITE IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR OWNER UNLESS OTHERWISE NOTED. 3. NO COMBUSTIBLE MATERIALS SHALL BE USED WITHIN 18" OF THE EXHAUST HOOD(S) OR EXHAUST DUCT(S). 4. ANY ROOF OR WALL PENETRATIONS, FLOOR RECESSES OR OTHER "STRUCTURAL" ITEMS ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. FLOORS SHOULD BE PROPERLY SEALED PRIOR TO EQUIPMENT INSTALLATION. 5. THE MILLWORK CONTRACTOR SHOULD WORK TO DIMENSIONS PROVIDED ON SHOP DRAWINGS FOR STAINLESS STEEL TOPS. 6. THE GENERAL CONTRACTOR TO PROVIDE BACKING IN WALLS WHERE REQUIRED TO SUPPORT OVER SHELVES OR OTHER WALL HUNG FIXTURES. CONTACT KEC FOR VERIFICATION OF BACKING REQUIREMENTS BEFORE BOARDING. 7. THE EQUIPMENT CONTRACTOR WILL PROVIDE PROPER HOLES, SLEEVES, MOUNTING BRACKETS, ETC. TO ACCOMMODATE SERVICE SUPPLY WITHIN THE FIXTURES. 8. THE SUPPLIER OF THE EXHAUST FANS AND /OR MAKE -UP AIR UNITS TO PROVIDE ROOF CURB(S) FOR INSTALLATION BY THE GENERAL CONTRACTOR. GENERAL CONTRACTOR RESPONSIBLE FOR SUPPLY AND INSTALLATION OF ROOF SLEEPERS AND /OR STRUCTURAL SUPPORT OF ROOFTOP EQUIPMENT. DUCT SHAFT SHALL BE PROVIDED BY THE GENERAL CONTRACTOR IN ACCORDANCE WITH NFPA REGULATIONS UNLESS OTHERWISE NOTED. 9. THE GENERAL CONTRACTOR SHALL SUPPLY JOB SITE LIGHT, HEAT AND ELECTRIC POWER AT NO CHARGE DURING INSTALLATION PERIOD. VENTILATION DIVISION: 1. PROVIDE INSULATION FOR FIRE RATING A T KITCHEN HOOD EXHAUST DUCTS IF REQUIRED (VERIFY CODE). ALL EXHAUST DUCTS WOULD BE PROVIDED WITH INSPECTION DOORS CONFORMING TO THE PROVINCIAL FIRE MARSHALL STANDARDS. 2. NO COMBUSTIBLE MATERIALS SHALL BE USED WITHIN 18" OF THE EXHAUST HOOD(S) OR EXHAUST DUCT(S). 3. COOKING EQUIPMENT EXHAUST VENTILATORS AND /OR EXHAUST CANOPIES ARE TO BE DESIGNED EXCLUSIVELY FOR AND AS A SEPARATE AND INDIVIDUAL SYSTEM WITH DUCT VELOCITY OPTIMUM 1800 FPM. DUCTWORK SHOULD BE PROVIDED WITH WELDED JOINTS AND WITH ALL HORIZONTAL DUCTS PITCHED BACK TO HOODS OR VENTILATORS. ALL CHANGES OF DUCT DIRECTION SHALL BE RADIUSED. 4. ALL HORIZONTAL DUCTWORK PROVIDED FOR DISHWASHERS SHOULD HAVE WATERTIGHT JOINTS, BE CONSTRUCTED OF STAINLESS STEEL, AND GRADED BACK TO MACHINE. 5. FIRE CONTROL SYSTEMS WILL BE FURNISHED AS INDICATED ON SHOP DRAWINGS. SYSTEMS WILL BE SUPPLIED COMPLETE WITH ALL INTEGRAL COMPONENTS AND ASSEMBLED BY EQUIPMENT CONTRACTOR. 6. SHOP DRAWING OF EXHAUST SYSTEMS AND FIRE SUPPRESSIONSYSTEMS SHALL BE SUPPLIED FOR CERTIFICATION BY OWNER'S PROFESSIONAL ENGINEER - THIS CERTIFICATION IS THE RESPONSIBILITY OF THE OWNER, UNLESS OTHERWISE NOTED. NOTE: . ,. GAS SUPPLY O(1TL ON TO EQUI BE OFFSET 18" FROM GAS 18" 44"FLOOR TO MANIFOLD GENIE FL T 3p" MANIFOL G W ITHO T O I O L NAL SERVICE WAL USED ON CASTER V GE N CONNEC I S USED ON NOTE: t� A MOUNT MUST BE USED. CASTER - MOUNTED RANGE, WITH SWIVEL FITTING ILLUSTRATED GAS HOOK -UP OPTIONAL SERVICE W BY QUEST 4r- GENERAL NOTES: 1. ALL EQUIPMENT SET IN PLACE BY KITCHEN EQUIPMENT CONTRACTOR, LEVELLED, FLASHED AND MADE READY FOR FINAL CONNECTION BY PLUMBER, ELECTRICIAN, GAS, STEAM AND OTHER TRADES. 2. ALL SUBTRADES TO CHECK WITH KITCHEN EQUIPMENT CONTRACTOR TO VERIFY FINAL ROUGH -IN DATA BEFORE COMMENCING WORK. 3. A MINIMUM CLEAR OPENING OF 3FT. WIDE X 7FT. HIGH MUST BE PROVIDED FOR ENTRY AND PLACING OF KITCHEN EQUIPMENT. 4. CONDUITS REQUIRED FOR IN -SLAB REFRIGERATION LINES AND SLEEVES THROUGH FLOOR, CEILING, OR WALLS, ARE NOT THE RESPONSIBILITY OF KITCHEN EQUIPMENT CONTRACTOR. 5. ELECTRICIANS TO SUPPLY SEPARATELY FUSED CIRCUIT, AVAILABLE 24 HOURS PER DAY FOR CONTROL CIRCUIT ON EXHAUST VENTILATOR, AND INTERWIRE SEPARATE COMPONENTS. 6. ELECTRICIANS TO CONNECT WIRING TO REFRIGERATOR CONDENSING UNITS, INCLUDING CONTROL WIRING. 7. PLUMBER TO ENSURE A PRESSURE REDUCING VALVE, SET AT 20 TO 30 LBS. PER SQUARE INCH FLOW PRESSURE, IS INSTALLED IN HOT WATER LINE TO THE BOOSTER AND THAT AN AIR CUSHION EXPANSION CHAMBER IS INSTALLED BETWEEN THIS PRESSURE REDUCING VALVE AND THE DISHWASHER, ALSO PLUMB IN VENTILATOR GAS SOLENOID, IF ANY. 8. THE VENTILATION SYSTEM WILL BE EXHAUSTING CFM OF AIR AND IT IS NECESSARY THAT 80% OR CFM OF AIR BE REPLACED IN THE KITCHEN, IN ORDER THAT THE VENTILATION WORKS AT 100% EFFICIENCY. IT IS ADVISABLE THAT YOU WORK WITH YOUR AIR CONDITIONING OR HEATING CONTRACTOR TO INSTALL A MAKE -UP AIR UNIT IN YOUR PREMISES. 9. ALL SERVICES FOR EQUIPMENT SUPPLIED BY OTHERS /OWNERS SHOULD BE CONFIRMED BY OWNERS. 10. PLUMBING CONTRACTOR TO PROVIDE WATER SUPPLY AND WASTE SERVICES FOR REFRIGERATION EVAPORATIVE WATER COOLER, PROVIDE BACK FLOW PREVENTOR ASSEMBLY ON WATER SUPPLY LINE. PLUMBING CONTRACTOR TO MAKE ALL FINAL CONNECTIONS. CONDENSATE LINES TO BE SUPPLIED AND INSTALLED AT THE MAXIMUM POSSIBLE SLOPE. CONDENSATE LINES IN FREEZERS REQUIRE HEAT TAPE AND INSULATION. REFRIGERATION CONTRACTOR SHALL FURNISH AND INSTALL ALL INTERCONNECTING REFRIGERANT PIPING UNLESS NOTED OTHERWISE. DATE: 07/18/07 MM/DDA'Y R Q 0 E F C 111 7 • PROJECT: APPROVED: issue for review REVISIONS: REVISION DESCRIPTION SUPPLIER CODE RUSSELL FOOD EQUIPMENT LTD. JOEY'S SOUTHCENTER GENERAL NOTES TUKWILA R X O X QUEST METAL WORKS LTD. BY OTHERS (NIC) EXISTING ITEM FUTURE ITEM CUSTOM THIS DRAWING IS THE PROPERTY OF RUSSELL FOOD EQUIPMENT LIMITED AND IS LOANED SUBJECT TO THE CONDITION THAT R IS NOT TO BE COPIED, REPRODUCED, OR DISTRIBUTED, EITHER IN WHOLE OR IN PART, AND IS NOT TO BE USED DIRECTLY, OR INDIRECTLY, EXCEPT WITH THE AUTHORITY OF RUSSELL FOOD EQUIPMENT uMITEO. RUSSELL f000 EQUIPMENT 1T0. 1255 VENABLES ST., VANCOUVER, BC V6A 3X6 PHONE(604)253-6611 FAX(604)253 -0807 E -MAIL planning ©russelffood.ca russellfood.ca TEL NO.: 604 - 253 -6611 DATE: JUNE 4, 2007 DESIGN: ROGER NEWTON BRANCH: VANCOUVER, B.C. CHECK: SCALE: NONE FILE NO.: 5754 -K4 VICTORIA VANCOUVER EDMONTON CALGARY SASKATOON REGINA WINNIPEG THUNDER BAY SAULT STE. MARIE LONDON TORONTO OTTAWA MONTREAL HALIFAX IT IS Ti4E GENERAL CONTRACTORS RESPONSIBILITY WHEN PREPARING FOR AND PROCEEDING WITI4, CONSTRUCTION IN TI PREMISES, TO COMPLY WITH ALL REQUIREMENTS OF ALL APPLICABLE LAWS CONCERNING HAZARDOUS SUBSTANCES. THE C- NERAL CONTRACTOR SHALL NOT I ERPTIT THE INSTALLATION OF ANY HAZARDOUS SUBSTANCES IN ANY CHIT OF THE PREMISES DURING ITS TENANCY. - DETAIL AFF. ABOVE FINISH FLOOR ALUM. ALUMINUM BLK'G BLOCKING BD BOARD CBW CM CLG. CL COL CONC. CONS'IR C.M. CDNT. CRS C.T.F. DIA EA. ELEC. EQ. EXT. FD. FIN. FL.D. FL F.O. F.R F.R.T. TREATED CUSTOMER BAG HOLD CASWUA2AP CEILING CENTERLINE COLUMN CONCRETE CONSTRUCTION CONSTRUCTION MANAGER CONTINUOUS COLD ROLLED STEEL CUT To FIT DIAMETER E=ACH ELECTRICAL ELEVATION EQUAL EXISTING E=XTE=RIOR FIELD DETERMINED FINISH FLOOR DRAIN FLOOR FINISHED OPENING FITTING ROOM FIRE RETARDANT GO. GENERAL CONTRACTOR G11113 GYPSUM (BOARD) H.C. HANDICAPPED HT. HEIGHT WDF. WIGW DENSITY FIBERBOARD 1-10R2. HORIZONTAL I-1 HOUR INCAND. INCANDESCENT Nt. INTERIOR K.D. LL LAY. - 1-EIGHT TAG - DRAUANG TITLE KNOCK DOWN LEASE LINE LAVATORY HAZARDOUS SUBSTANCES KEY TO ABBREVIATIONS r - NN \ OISJECt TITLE 411k TITLE NAME VW/sr-Am/Non S MFG. MAX. MECH. MDF. MTL. MN. MISC. N.I.G. N.TS. N.P. P.C. PL. FLEX PLYWD. PREFIN. RAD. REQ'D RESP. R.O. (REF)_ SECT. 514T. SIM. SQ. STL. STRUCT_ THRU. TIG TYP. ULC_ UNDERWRITERS' LABORATORIES OF CANADA UN.O. UNLESS NOTED OTHERWISE V.I.F. VERT_ v.0. W/. W/O. SYMBOL LEGEND MANUFACTURER MAXIMUM MECHANICAL MEDIUM DENSITY FIBERBOARD METAL MINIMUM MISCELLANEoUS NOT IN CONTRACT NOT TO SCALE NEUTRAL PIER POLISHED CHROME PLATE PLEXIGLAS PLYWOOD PREFINISHED RADIUS REQUIRED RESPONSI1r3ILITY ROUGH OPENING REFERENCE SECTION SHEET SIMILAR SQUARE STEEL STRUCTURE THROUGH TUNGSTEN INERT GAS TYPICAL VERIFY IN FIELD VERTICAL VOLUME CONTROL WITH WITHOUT - ELEVATION TAG - SECTION MARKER C1 Al S 1. irk J J SOUTH CENTER, TUKWILA WA GENERAL NOTES: 10. MAKE GOOD ANY DAMAGE AND DEFECTS IN THE CONTRACT WORK 2 THE FOLLOWING NOTES ARE APPLICABLE TO ALL DRAWINGS AND WORK WITHIN TWE SCOPE OF WORK DOCUMENTATION. 2, ALL CONSTRUCTION TO CONFORM TO THE INTERNATIONAL BUILDING CODE, LATEST EDITION, AND ANY LOCAL BY -LAWS_ THE CONTRACTOR AND TRADES ARE RESPONSIBLE FOR VERIFYING ALL CODES AND AMENDMENTS THAT APPLY TO THIS CONSTRUCTION. 3. ALL FINISHE=S SPECIFIED SHALL MEET THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, LATEST EDITION, AND ANY LOCAL BY -LAWS. FINISHES TO COMPLY WITH THE MAXIMUM FLAME SPREAD AND SMOKE DEVELOPMENT RATINGS - R1R TO TABLES FOR DETAILS. 4. ALL MATERIALS REQUIRING A FLAME SPREAD RATING OR THOSE MATERIALS REQUIRED TO BE ULC LISTED SHALL BEAR LABEL MARKINGS INDICATING SAME 5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED INSPECTIONS, LICENSES AND PERMITS RELEVANT TO TWE SCOPE OF THIS PROJECT, INCLUDING OCCUPANCY PERMIT. 6. ALL CONTRACTORS AND SUBCONTRACTORS SHALL REVIEW AND COMPLY WITH ALL BASE BUILDING CRITERIA, RULES AND REGULATIONS INCLUDING SECURITY, ACCESS AND PARKING. GENERAL CONTRACTOR TO COORDINATE COMPLIANCE AT ANY TIMES AND INCLUDE ASSOCIATED COSTS IN BASE BID. GENERAL CONTRACTOR SHALL COORDINATE WITH THE CLIENT FOR ALL CLIENT SUPPLIED EQUIPMENTS AND MATERIALS, AND ADVISE THE CLIENT OF ANY CONFLICTS TO BLDG CODES OR BY -LAWS 8. CONTRACTOR TO CONFIRM DIMENSIONS ON SITE (ON ALL DRAWINGS, DETAILS, 4 SPECIFICATIONS) AND MUST REPORT ANY ERRORS AND /OR OMISSIONS TO THE CLIENT OF ANY DISCREPANCIES. 5. ALL WORKMANSHIP AND METHODS OF CONSTRUCTION TO MEET TWE REQUIREMENTS OF BLDG. CODES AND THE HIGHEST STANDARDS CURRENTLY PRACTISED N THE INDUSTRY. II. ALL TRADES TO EXAMINE EXISTING SITE CONDITIONS 4 REVIEW ALL PROJECT DOCUMENTATION PRIOR TO CONSTRUCTION. 12. PATCH, RE=PAIR, AND MAKE READY TO ACCEPT FINISHES ON ALL AREA WHERE RE ITEMS ARE BEING REMOVED OR WHERE DEMOLITION OCCURS. 13, ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS 15 GIVEN AS NE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. TWE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND SHALL NOTIFY IN WRIT THE CLIENT OF ANY DISCREPANCY OR CONDITIONS ADVERSELY AFFECTING THE DESIGN PRIOR TO PROCEEDING WITH TWE ITEM OF WORK 14. THE CONTRACTOR SHALL INVESTIGATE AND SITE VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL AND ELECTRICAL ELEMENTS AND OTHER EXISTING CONDITIONS PRIOR TO DRILLING OR CUTtNG OF SLABS OR STRUCTURAL MEMBERS. NOTIFY CLIENT OF ANY CONFLICTS PRIOR TO BEGINNING WORK 15. ALL CUTTING, CORING AND PATCWNG TO BE PEED BY GENERAL CONTRACTOR. X -RAY CONC_ SLAB PRIOR TO CUTTING OR CORING. 16. ALL FIRE RATED COMPONENTS OR ASSEMBLIES ARE SPECFIE P BY RATING REQUIRED AND THE ASSOCIATED TYPICAL INDUSTRY STANDARDS. GENERAL CONTRACTOR TO SUBMIT ULC DATA OR LISTED TESTING MITT -MODS TO DEMONSTRATE COMPLIANCE IF REQUIRED BY THE APPROVING AUTHORITIES. 11. ALL SUSPENDED ITEMS SHALL BE HUNG FROM STRUCTURAL BUILDING COMPONENTS. SUSPENDNG HVAC SYSTEMS, CEILING GRIDS, WOOD BEAMS /SOFFITS, LIGHT FIXTURES, ELECTRICAL SYSTEMS, FIRE PROTECTION SYSTEMS, ETC. FROM METAL DECK MAY NOT BE ALLOWED. SUSPENSION FOR CEILING SYSTEMS AND LIGHT FIXTURES SHALL BE INDEPENDENT OF SUSPENSION FOR DUCT WORK. PROVIDE ALL MISCELLANEOUS STEEL, HANGER RODS, CLAMPS, FRAMING, I3RACNG AND FIREPROOFNG REQUIRED WHETHER SPECIFICALLY SHOWN OR NOT. FIELD VERIFY EXTENT OF WORK REQUIRED. INSTALL SEISMIC BRACING TO ALL SUSPENDED ITEMS AS REQUIRED BY CODE WITH LETTER OF ASSURANCE BY PROFESSIONAL STRUCTURAL ENGINEER. \ 1 \• ti �•w R, \ � \ \-\\\ '\ • GENERAL NOTES: (CONT'D) Is. CONTRACTOR IS SUBMIT THE FOLLOWNG WOR LNG AND SHOP DRAWINGS FOR THE CLIENT'S APPROVAL: MILLWORK HARDWARE LIST. I. CONTRACTOR TO CALL BUILDING INSPECTOR FOR INSPECTION PER CITY REQUIREMENTS. 20. ALL WORICt1ANSHIP AND MATERIALS TO BE GUARANTEED FOR ONE YEAR FROM SUBSTANTIAL COMPLETION FOR ANY DEFECTS, INCLUDING ALL WORK IN THIS CONTRACT. 21. GENERAL CONTRACTOR TO APPLY FOR AND ENSURE THAT OCCUPANCY PERMIT 15 GRANTED. PROOF OF APPLICATION AND ACCEPTANCE MUST BE PORWARDED TO CLIENT. 22. CONTRACTOR TO PROTECT EXISTING BUILDING FINISHES AND CONTENTS DURING ENTIRE PERIOD OF BUILDING. 23. ALLOW FOR FINAL GE=NERAL CLEAN UP AT COMPLETION OF NE PROJECT. 24. REFER TO THE ELECTRICAL CONSULTANTS DRAWINGS AND SPECIFICATIONS FOR DETAILS, CIRCUITING INFORMATION AND PANEL LOCATIONS. 25. REFER TO MECHANICAL CONSULTANTS DRAWINGS AND NOTES FOR ALL WVAC, SPRINKLER AND FIRE PROTECTION WORK 26. CONTRACTOR TO KEEP UPDATED AS -BUILT DRAWING RECORD SET ON SITE AND PROVIDE COPY TO CLIENT UPON COMPLETION. 21. ALL MECHANICAL, ELECTRICAL AND LIFE SAFETY SYSTEMS IN THE BUILDING (E.G. LIGHTS, FIRE, SMOKE DETECTION AND SECURITY SYSTEMS, SPRINKLER SYSTEMS ETC.) ARE TO REMAIN INTACT AND PJLLY OPERATIONAL AT ALL TIMES DURING THIS PROJECT. IF TI -IESE SYSTEMS ARE TO BE INTERRUPTED, PRIOR CONSENT MUST BE OBTAINED FROM THE CLIENT'S REPRESENTATIVE. THE CLIENT'S REPRESENTATIVE MUST BE NOTIFIED 2 DAYS IN ADVANCE OF THE SERVICE NTERRJPTION. 2S. G.C. TO PROVIDE 4 INSTALL FIRE EXTINGUISHERS FOR STORE OPE=RATION AS REQD BY FIRE DEPARTMENT INSPECTOR AT A MINIMUM, PROVIDE A PORTABLE FIRE EXTNGUISWER LU/A RATING OF NOT LESS THAN 2 -A PR 2 -A/Q113C WINN 15' TRAVEL DISTANCE TO ALL PORTIONS OF TWE BUILDING BY G.C. DURING CONSTRUCTION. 23. SPRINKLER SYSTEM TO BE APPROVED BY LOCAL AUTHORITIES AND MEET ALL APPLICABLE CODE REQUIREMENTS. 30. A 44" CLEAR BUILD AISLE SHALL BE PROVIDED AND MAINTAINED T1- TROUGH ROOMS TO EXIT DOORS. 31. CONTRACTOR SHALL REPLACE ALL DAMAGED FIRE - PROOFING. 32. ENTRY DOORS TO BE CLOSED AND LOCKED AFTER I3USINESS HOURS. 33. USE OF PLASTIC FOR WALL OR CEILING COVERING, OTHER THAN LUMINOUS CEILING, IS PROHIBITED UNLESS SPECIFICALLY APPROVED IN WRITING FOR EACH USE BY BUILDING OFFICIAL 34. ALL SECURITY DOOR AREAS TO SE PROVIDED WITI4 A KEY LOCKING DEVICE SO AS TO ENABLE DOOR TO BE LOCKED IN THE OPEN POSITION AND SO LOCKED DURING BUSINESS HOURS (WITH THE EXCEPTION OF THE REAR SERVICE DOOR). (PER LOCAL BUILDING CODE REQUIREMENTS) 35. EMERGENCY LIGWTNG SHALL BE PROVIDED WIN AN ILLUMINATION VALUE OF ONE FOOTCANDLE MINIMUM AT FLOOR LEVEL, UNIFORM THROUGHOUT EGRESS PATH. 36. ONLY PANIC HARDWARE APPROVED AND LISTED BY THE PROVINCE OR LOCAL FIRE MARSHALL SHALL BE INSTALLED. 31. EXIT DOORS SHALL SWING N TWE DIRECTION OF EXIT TRAVEL WHEN SERVING AREAS WITH AN OCCUPANT LOAD OF 60 OR MORE PERSONS. 35. DOORS OPENING TO ONE -HOUR FIRE-RESISTIVE CORRIDOR SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP FIRE ASSEMBLY HAVING A MIN. 90 MINUTE RATING. 39. EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND TIC TWO LAMPS SHALL BE ENERGIZED FROM SEPARATE CIRCUITS. ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES WIRING SYSTEM- IN THE EVENT OF FAILURE OF THIS SYSTEM, ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM A 90 MINUTE BATTERY BACKUP EMERGENCY SYSTEM. EMERGENCY LIGHTING SHALL GIVE A VALUE OF ONE F OOTCANDLE MINIMUM AT FLOOR LEVEL, THROUGHOUT EGRESS PATH. )t) Lfie 40. FIRE DAMPERS OR ACCESS DOORS SHALL MBE PROVIDED WHERE DUCTS PENETRATE FIRE -RATED WALLS OR CEILINGS. 41 EVERY EXIT DOOR 51-1ALL BE OPERABLE FRGT1 THE INSIDE WITHOUT THE USE OF A KEY, TOOL OR SPECIAL KNOWLEDGE OR EFFORT. 42. ALL DIMENSIONS ON PLANS ARE FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD UNLESS NOTED OTHERWISE. 43. ALL CONSTRUCTION SHALL COhPOR`1 TO THE LANDLORD/MALL CONSTRICTION REGULATIONS. 44. WHEN CONSTRUCTION OCCURS IN OCCUPIED SPACES AND/OR CORRIDORS, REMOVE ALL DEBRIS AND VACUUM CLEAN TO LEAVE ALL SURFACES FREE OF DUST AFTER EVERY WORKING SHIFT. CONTRACTOR TO Rc'Et•1OV1= ALL DEBRIS FROM SITE. 45. SAMPLES - PRIOR TO THE PLACEMENT OF ANY ORDERS THE GENERAL CONTRACTOR IS TO SUBMIT TO THE CLIENT FOR REVIEW, SAMPLES IN DUPLICATE. LABEL SAMPLES AS TO ORIGIN AND INTENDED USE IN THE WORK DELIVER SAMPLES PREPAID TO CLIENT'S EUSINESS ADDRESS. NOTIFY CLIENT IN WRITING, AT THE TIME OF SUBMISSION OF DEVIATIONS IN SAMPLES FROM REQUIREMENTS OF CONTRACT DOCUMENTS. ADJUSTMENTS MADE ON SAMPLES BY THE CLIENT ARE NOT INTENDED TO CI THE CONTRACT PRICE IF ADJUSTMENTS AFFECT THE VALUE OF WORK, STATE SUCH IN WRITING TO THE CLIENT PRIOR TO PROCEEDING WITH THE WORK, MAKE CHANGES IN SAMPLES WHICH THE CLIENT MAY REQUIRE CONSISTENT WITH CONTRACT DDS 41.0. SUBMITTALS - SUBMIT ALSO AT THIS TIME EVIDENCE OF WHEN APPROVED ORDERS WILL BE PLACED AND DELIVERY DATES SO AS TO INDICATE The CORRECT MATERIAL WILL BE DELIVERED TO THE SITE AS PER REQUIRE=D SCHEDULE. FAILURE OF ON -SITE WORK TO MATCH APPROVED SAMPLES WILL BE CAUSE FOR REJECTION OF WORK THIS CONTRACTOR WILL BE REQUIRED TO EXPEDITE REPLACEMENT OF ALL REJEc.Itp WORK AND MAKE GOOD AT NO ADDITIONAL COST TO THE OU.t ER 41. HOLDBACK AMOUNTS FOR DEFICIENT WORK WILL BE CALCULATED BY DOUBLING THE VALUE OF THE DEFICEINT WORK THE VALUE OF THE WORT: DEEMED DEFICIENT WILL BE DETERMINED BY CLIENT. 45. THE CLIENT WILL PERFORM SITE INSPECTIONS TO ENSURE WORK IS DONE ACCORDING TO I41SMER REQUIREMENTS. 45. VICTORERIC DESIGN GROUP INC. WAS PROVIDED DRAWINGS ONLY FOR THIS PROJECT. DESIGN 4 SPECIFICATIONS ARE BY THE CLIENT. THE DRAWINGS ARE IN PART DIAGR.4 1ATIC AND ARE INTENDED TO CONVEY THE SCOPE OF WORK AND GENERAL INTENT OF THE PROJECT_ ANY DISCREPANCIES, ERRORS OR OMISSIONS IN THE DRAWINGS ARE TO BE REPORTED TO THE CLIENT AND RESOLVED BY THE CONTRACTOR PRIOR TO COMMENCING THE WORK MILLWORK NOTES: 1. ALL MILLWORK COMPONENTS SHALL BE FABRICATED IN ACCORDANCE WITH A.WMA.C. PREMIUM GRADE DEFINITIONS. 2. MILLWORK CONTRACTOR TO SUPPLY 51-1OP DRAWINGS OF ALL MILLWORK ITEMS FOR APPROVAL BY CLIENT PRIOR TO CUTTING OR FAR3RICATION- 3. MILLWORK CONTRACTOR TO SUBMIT FINISH SAMPLES OF ALL COMPONENTS FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK 4. CONTRACTOR TO INCLUDE ALLOWANCE FOR ALL NECESSARY HARDWARE, INCLUDING LOCKS, HANDLES/RILLS, HINGES, STANDARDS, GROMMETS, ETC. 5. MILLWORK CONTRACTOR TO VERIFY ALL SITE CONDITIONS AND DIMENSIONS PERTAINING TO TWE INSTALLATION OF MILLWORK AND ASSOCIATED EQUIPMENT/ SPECIALTIES, AND COORDINATE WITH OTHER SUB- TRADES AS REQUIRED. 6_ WHERE INDICATED ON DRAWINGS - PIN-SHELVUNG SYSTEMS ARE TO BE ALL METAL, RECESSED PADDLE -TYPE PLASTIC AND METAL PIN COMBINATIONS WILL NOT BE ACCEPTED. 1. WHERE INDICATED ON DRAWINGS - PIN - SHELVING SYSTEMS ARE TO BE ALL METAL, RECESSED PADDLE -TYPE. PLASTIC AND METAL PIN COMBINATIONS WILL NOT BE ACCEPTED. S ALL ADJUSTABLE SHELVES TO WAVE ALL SURFACES FINISHED N SCHEDULED MATERIAL INCLUDING SEMI - EXPOSED AND CONCEALED EDGES AGAINST GABLES. g_ USE PLYWOOD CORE TO MILLWORK ITEMS WHERE DEEMED NECESSARY FOR RIGIDITY OR STRENGTH N HEAVY STORAGE AREAS. 10. ALLOW FOR MILLWORK II•FILL PANEL AND /OR ADDITIONAL STUD DEPTH TO SUIT FILING LOCATIONS AND ASSOCIATED INCREMENTS. REVIEW WITH CLIENT TO SUIT. LEGAL DESCRIPTION: N-T.C_ EXISTING BUILDING AREA: CLIENT JOEYS RESTAURANT CONTACT: DAVID HONG /JACKIE LEE 0 204 -21S BLUE MOUNTAN STREET COQUITLAM, B.C. V3K 41-12 TEL: (604) 939 -3930 FAX: (504) 93S -3621 EMAIL: dwoneiJoeysrestaurantcom DWG. NO.: DO D1 D2 D 3 D5 D7 D8 D9 DlO 011 r R � l _ _,- _., FL ,, CODE CoMPL1.ANC,E 7 L PROJECT DATA: CIVIC ADDRESS: WESTFIELD SOUT'HCENTER, 633 SOUTHCENTER PARKWAY TUKWILA, WACIVIC ADDRESS: PROJECT DESCRIPTION: TENANT IMPROVEMENT FOR JOEYS RESTAURANT LOCATED AT THE ADDRESS ABOVE. ITOTAL FLOOR AREA : N/A SF. APPROX. PROJECT CONTACTS: DESIGNER : DENIS TURCO ARCHITECT CONTACT: ELENA OANTA SUITE 211 -1E0 BEATTY STREET VANCOUVER. B.C. V65 2M1 TEL: (604) 320 -0881 FAX: (5041320 -0811 EMAIL: oantaedtal.ca PROJECT DRAWING LIST: DWG. TITLE TITLE PAGE & GENERAL NOTES SCHEDULES FURNITURE PLAN REFLECTED LIGJ-ITNG PLAN REFLECTED CELING PLAN FINISHES PLAN ELEVATIONS ELEVATIONS ELEVATIONS SECTIONS & DETAILS SECTIONS & DETAILS SECTIONS & DETAILS RECEIVED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER Copyright Reserved This plan and design are, and at all time remain the exclusive property of VICTORERIC DESIGN GROUP and cannot be used or reproduced without written consent Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office shall be informed of any variations from the dimensions and conditions shown on the drawing. REVISIONS No. Date Details By I 10/05/01 ISSUED FOR COORDINATION E.L. 2 10/15 /01 ISSUED FOR PERMITS DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: afTice @dtai.ca juli hodgson design B Iullalhp.bc.C: t 6E14 264.7013 1 624.261. 760 1285 we51 Fender Slree4 Vancouver BC V68481 Suite 204 -218 Blue Mountain Street Coquitlam, BC V3K 4142 P: 604,939.3930 F: 604.393.3953 SUITE 207, 33 EAST 8TH AVENUE VANCOUVER, B C V 5 T 1 R 5 T: 604.677.0021 F: 604.677.01 78 w w w. v I c t o r e r i c. c o m Project: JOEYS SOUTH CENTER TUKWILA, WA Drawing Title: TITLE PAGE GENERAL NOTES Dote: Project No. SEPT./01 - Scale: Drawing No. 1 /4 : 1 Drawn By: EL Approved By: IDO of 11 FINISH SCHEDULE (CONT'D) WALL TREATMENTS W-3 EMI STONE LEI LEI Lam- I A -1 1D-2 ND-3 1YD-4 SS SS--2 SS-3 GLASS a 1 SI-2 GL-3 OTHER tI m WOOD ANNE STARR AGI =NCIES HAOI TEL: 604- 254 -3336 FAX: 604- 254 -3316 ODYSSEY WALL COVERINGS TEL 604-138 -1633 STONE TILE HALEY U 4 :LEN TEL 604 -13I -9945 FAX 604 - 131 -9359 CENTANNI TILE INC. DONNY CENTANNI TEL 604-298 -1531 FAX: 6214- 295 -1 25 CENTANNI TILE INC. DONNNY CENTANNI TEL 604 - 298 -133I FAX 604-295 -1525 CENTANNI TILE INC. DONNY CENTANNI TEL: 604 - 298 -1531 FAX 604 -298 -1525 HOMED SLATE SLAB MILLLUORKER PROVIDED MILLWORKER PROVIDED MILLWORCER PROVIDED MILLWORKER PROVIDED SOLID SURFACE WILLIS SUF'PLY TEL 666- 994 -8541 TEL: - TEL - GROSVENOR GLASS DANNT YEHIA TEL: 604 - 602 -0566 FAX: 604 - 632 -9536 BASAL ITE SHEILA TEL: 604 -596-3844 FAX: 604 -596 -6914 DESCRIPTION: PAINTED DRYWALL, GENERAL WALL PAINT MANUFACTURE: !BENJAMIN MOOD ECOSPEC INTERIOR EGGSHELL WHITE, '223 ACRYLIC LATEX COLOUR': CC -20 FINISH: EGGSHELL WHITE, ACRYLIC LATEX NOTE: CONTRACTOR TO PROVIDE LOCATION: GENERAL WALL THROUGHOUT AS NOTED NOT USED DESCRIPTION: STUCCO, CUSTOM PLASTER NOTE: CONTRACTOR TO SUPPLY SAMPLES FOR DESIGNER APPROVAL PRIOR TO INSTALLATION COLOUR: TO MATCH W -01 LOCATION: DINING ROOM a WINE BAR SIDE (BESIDE WINE CELLAR) DESCRIPTION: WALLCOVERN G MANUFACTURE: NINA CAMPBELL COLLECTION NAME: BIRDCAGE WALK PATTERN NAME: ORIENT WAY COLOUR NCW311I -01 LOCATION: UNIVERSAL WASHROOM, REFER TO ELEVATIONS NOTE: ASTM E84 RATED DESCRIPTION: WALLCOVERING MANUFACTURE: LEN TEX PATTERN NAME: CHRYSANTHEMUM PATTERN ': 1659 -CM COLOUR 0 6 PIANO KEYS LOCATION: WOMEN'S WC LOUNGE NOTE: ASTM ES4 CLASS A RATED DESCRIPTION: N.T.C. MANUFACTURE: N.T.G. PATTERN: NT-C. LOCATION: PREP AREA DESCRIPTION: STONE TILE MANUFACTURE: BISAZZA PRODUCT NAME: LOGOS COLOUR: LOGOS 114 Cl) LOCATION: MAN SAR BAR FRONT DESCRIPTION: BIANCA CARRERA MARBLE SLAB MANUFACTURE: CENTANNI TILE INC. PRODUCT NAME: EIANCA CARRERA MARBLE FINISH: POLISHED LOCATION: WOMEN'S WASHROOM, CUSTOM TROUGH SEEK REFER TO DETAILS DESCRIPTION: BLACK GRANITE SLAB MANUFACTURE: CENTANNI TILE INC. PRODUCT NAME NERO ASSOLUTO GRANITE FINISH: POLISHED LOCATION: WINE MAR BAR TOP, REFER TO DETAILS DESCRIPTION: MARBLE SLAB MANUFACTURE: CENTANNI TILE INC. PRODUCT NAME: CHINA MARQUINA FNISI- POLISHED LOCATION: WINE BAR EAR FRONT, REFER TO DETAILS DESCRIPTION: T. MANUFACTURE: T.B.C. PRODUCT NAME TBO- FINISH: TI5C. LOCATION: T 3C. DESCRIPTION: CUSTOM WOOD STAN NOTE: MILLWORICER TO PROVIDE SAMPLE FOR DESIGNER, APPROVAL PRIOR TO FABRICATION LOCATION: LOWER LOUNGE NOTE: CONTRACTOR TO ENSURE FLAMMABILITY RATING OF WOOD MATERIALS TO BE IN ACCORDANCE WITH LOCAL BUILDING CODE DESCRIPTION: E.ROKO WOOD PLANKS, 12' X 6" STRIPS, WITH 1/2" REVEAL NOTE: MILLWOt2R TO PROVIDE SAMPLE FOR DESIGNER APPROVAL PRIOR TO FABRICATION LOCATION: BANQUETTE SEATING / MILLWORK, REFER TO DETAILS NOTE: CONTRACTOR TO ENSURE FLAMMABILITY RATING OF WOOD MATERIALS TO EE IN ACCORDANCE WITH LOCAL BUIL.011 CODE DESCRIPTION: CUSTOM WOOD STAN TO FEATURE WALL * UPPER LOUNGE, HORIZONTAL WOOD PANELLING R2" X 6° STRIPS WITH )6" REVEAL BETWEEN, REFER TO DETAILS NOTE: MILLWORKER TO PROVIDE SAMPLE FOR DESIGNER APPROVAL PRIOR TO FABRICATION LOCATION: UPPER LOl.4 E AREA DESCRIPTION: CUSTOM WOOD TABLE TOP NOTE: MILLWORKER TO PROVIDE SAMPLE FOR DESIGNER APPROVAL PRIOR TO FABRICATION LOCATION: DINING AREAS NOTE: CONTRACTOR TO ENSURE FLAMMABILITY RATING OF WOOD MATERIALS TO EE IN ACCORDANCE WITH LOCAL BUILDING CODE DESCRIPTION: SOLID SURFACING MANUFACTURE: CORIAN COLOUR NAME: NOCTURNE (C) LOCATION MAN BAR, BAR TOP / MEN'S CUSTOM TROUGH SINK DESCRIPTION: STAINLESS STEEL MANUFACTURE: LOCATION: KITCHHEN AND HOSTESS STATIONS DESCRIPTION: STAINLESS PANELS ET STAINLESS CONTRACTOR LOCATION: KITCI -EN DESCRIPTION: TEMPERED GLAZING, CLEAR NOTE: CONTRACTOR TO PROVIDE LOCATION: PRIVATE DINING ROOM, CORRIDOR ESETTIE1E4 KITCHEN AND DINING ROOM, REFER TO ELEVATIONS DESCRIPTION: BACK PANTED TEMPERED BLACK GLAZING MANLFACTUIER: GROSVENOR GLASS COLOUR w TBD NOTE: CONTRACTOR TO PROVIDE SAMPLE FOR DESIGNER APPROVAL PRIOR TO PRODUCTION LOCATION: WASHROOM PARTITIONS (SIDE), REFER TO ELEVATIONS DESCRIPTION: TEMPERED GLAZING, FROSTED NOTE: CONTRACTOR TO PROVIDE LOCATION; WSI4 RROOM PARTITION (DOORS), RJR TO ELEVATIONS DESCRIPTION: MIRROR NOTE: CONTRACTOR TO PROVIDE LOCATION: WASHROOM, REFER TO ELEVATIONS DESCRIPTION: CONCRETE BREEZE BLOCK MANUFACTURE: MASALITE CONCR'>=I>= PRODUCTS PRODUCT: SAN BERNADINE SCREEN BLOCK FINISH: PAINTED 4 SEALED TO MATCH W -01 LOCATION: DINING ROOM / ENTRY REFER TO ELEVATIONS DESCRIPTION: ERUSHED STAINLESS STEEL FINISH CONTRACTOR PROVIDED LOCATION - BUSSING STATI COl9NTER TOPS AND FRONt� FINISH SCHEDULE (CONT'D) FABRIC LJ IFP-3I IZEI LEI WEI LIM 0 FA-10 SOUND -RITE ROY MULDER TEL 604 -642 -0505 FAX: 604 -988 -2988 JENNIFER WEST SH0iBROOM BARBARA OTTO TEL: 206 - 405 -4500 FAX 205-405 -4513 WILLIAM SWITZER JAN FAIRWEATHER TEL: 604- 293 -5911 FAX: 604 - 255 -5931 ANNE STARR AGENCIES HAOI TEL: 604 -254 -3336 FAX 604- 254 -3316 ANNE STARR AGENCIES HAOI TEL: 604 -254 -3336 FAX: 604- 254 -3316 ANNE STARR AGENCIES HA01 TEL: 604-254 -3336 FAX 604 - 254 -3316 ANNE STARR AGENCIES HAOI TEL 604 -254 -3336 FAX: 604 -254 -3316 DE VERA HELL rER TONETTE DE VERA TEL 250 - 166 -1393 FAX: 250- 166 -1394 ANNE STARR AGENCIES 44401 TEL 604 - 254 -3336 FAX: 604 -254 -3316 DESCRIPTION: CEILING PANELS (INSIDE COFFER) MANUFACTURE: ILLBRUCK ACOUSTIC PRODUCT NAME: ILI -BRUCK CONTOUR TILE, SASIX 2 THICKNESS: 2 %" THICK COLOUR NAME: SLACK I SLACK ONYX I- IYPALON COATED WILLTEC LOCATION: CEILING PANEL (INSIDE COFFER) DESCRIPTION: FABRIC TO CEILING WRAPPED PANELS (PETALS) MANUFACTURE: HOLLY I -N.INT FABRICS PATTERN: VALENTINO PATTERN ': 1105 / 03 COLOUR NAME: STERLING LOCATION: CEILING PANEL NOTE: FABRIC NEEDS TO BE FIRE TREATED BY 3RD PARTY VENDOR DESCRIPTION: FABRIC TO BANQUETTE SEATING (SEAT BACK) MANUFACTURE: POLLACK PATTERN NAME: PINSTRIPE PLUSH COLOUR': 5050 / 05 MALLARD LOCATION: DINING ROOMS NOTE: CAL 111E RATED DESCRIPTION: FABRIC TO BANQUETTE SEATING (SEAT) MANUFACTURE: MAJILITE FABRICS PAT MEN N NAME BABY OSTRICH COLOUR NAME: TWILIGHT LOCATION: DINING ROOMS DESCRIPTION: FABRIC TO MAN BAR EDGE MANUFACTURE: MAJILITE FABRICS PATTERN NAME: BABY OSTRICH COLOUR NAME: BLACK LOCATION: MAIN BAR EDGE, REFER TO MAIN EAR DETAILS DESCRIPTION: FABRIC TO WINE BAR EDGE MANUFACTURE: MAJILITE FABRICS PATTERN NAME: MOCCASIN COLOUR NAME: MALACHITE LOCATION: WINE BAR EDGE, REFER TO MAIN BAR DETAILS DESCRIPTION: FABRIC TO DINING CHAIRS / BAR STOOLS MANUFACTURE: MAJILITE FABRICS PA! I tF:N NAME: BABY OSTRICH COLOUR NAME: 001 WHITE LOCATION: DINING ROOMS DESCRIPTION: FABRIC TO LOUNGE CHAIR SEATING (SOFA) MANUFACTURE: CARNEGIE FABRICS PATTERN NAME: 360- 6966 COLOUR NAME: '25 LOCATION: UPPER LOUNGE AREA NOTE: CAL IITE RATED DESCRIPTION: FABRIC TO LOLPYSE CHAIR SEATING (SWIVEL CHAIR) MANUFACTURE: MAJILITE FABRICS PATTERN NAME: BABY OSTRICH COLOUR NAME: BLACK LOCATION: UPPER LOUNGE AREA DESCRIPTION: FABRIC TO LOUNGE CHAIR (BARCELONA CHAIR) MANUFACTURE: - PATTERN NAME: WHITE LEATHER LOCATION: WOMEN'S WASHROOM LIGHTING SCHEDULE SEE DRAWINGS FOR EXACT LOCATIONS LIGHTING SCHEDULE IS INTENDED TO BE COMPLIMENTARY TO LIGHTEN SCHEDULE PROVIDED BY ELECTRICAL CONSULTANT. CODs= SUPPLIER Pa 4 LIGHT FORM JAMIE BISHOP TEL 604 - 688 -1022 FAX: 604-688 -1024 USONA HOME FURNISHINGS TEL: 215- 496 -0440 LIGHT FORM JAMIE BISHOP TEL: 604 -683 -1022 FAX 604- 688 -1024 LIGHT FORM JAMIE 131-SHOP TEL: 604 -66S -1022 FAX: 604-688-1024 NORBURN LIGI -ITNG NORM BROWN TEL: 604 611 -1199 FAX: 604 299 -6284 NORBURs1 LIGHTING NORM BROWN TEL: 604 611 -1195 FAX: 604 299 -6284 LIGHT FORM JAMIE BISHOP TEL: 6044 -603 -1022 FAX: 604- 688 -1024 LIGHT FOR'] JAMIE BISHOP TEL: 604-688 -1022 FAX: 604- 688 -1024 TED DESCRIPTION MANUFACTURE: ALOE BLOSSOM MODEL: LARGE BLOSSOM SIZE: 411DIA. X 31 SHADE: PORCELAIN COLOUR BLACK LAMP: 3 X 100111 MANUFACTURE: REFER + STAER MODEL: BLACK FIBER PENDANT WITH CENTER SPOTLIGHT SIZE: 35" PIA X 5S' SHADE: BLACK LACQUERED STEEL / CLEAR TRANSPARENT FIBRE OPTICS LAMP: 65111 (FIBRE OPTIC), 20W (SPOTLIGHT) MANUFACTURE: ALOE BLOSSOM MODEL: SMALL BLOSSOM SIZE: 19'DIA. X 1194 SHADE: PORCELAIN COLOUR: WHITE LAMP: 100W MANUFACTURE: ALOE BLOSSOM MODEL: MEDIUM BLOSSOM 5IZE: 31'DIA. X 29 "H SHADE: PORCELAIN COLOUR: BLACK LAMP: 100W MANUFACTURE: LIGI- ITOLIER MODEL: 300MRX/ 300SQEK LAMP: MRI6 - 50W SQUARE TRIM MANUFACTURE: LIGHTOLIER MODEL: LYTESPAN MONOPONT 1 55221 COLOUR: BLACK LAMP: MRI6 -50W WALL SCONCE INCANDESCENT CAGE TITS REFER TO ELECTRICAL CONSULTANT DUGS. WALL SCONCE MANLJFACTLIRE: I THE MODEL: CUBE CONSOLE L / CUBE CONSOLE R SIZE: 14"W SHELF: CHROME LAMP: MAX- 4011 NOTE: ONE ' LEFT" AND ONE "RIGHT" VERSION REQUIRED BAT IENT POWERED FLICKER LIGHTS MANUFACTURE: MODEL: SIZE: LAMP: NOTE: REFER TO ELEVATIONS FOR QUANTITY 4 PLACEMENT HORIZONTALLY MOUNTED STEP LIGHT MANUFACTURE: EUROFASE MODEL: 1 14151 LAMP: 4 X 5W LED FLOOR LAMP / TABLE LAMP FURNITURE SCHEDULE SYMSOL/NO. a 1=11a1M Fl FI3 F15 Ell F15 I :I F22 X11 B3 DESCRIPTION FINISH SIZE DINING CHAIR COUNTER HEIGHT BARSTOOL SMALL ROUND TABLE LARGE ROUND TABLE EAR HEIGHT BARSTOOL MEDIUM ROUND TABLE BAR HEIGHT RECTUAI 1R I R TABLE 6 SEATER BOOTH TABLE SMALL RECTANGULAR TABLE SQUARE DINING TABLE LARGE PRIVATE DINING TABLE 2 SEATER BOOTH TABLE 4 SEATER BOOTH TABLE FLOOR / TABLE LAMP LOUNGE SOFA LOUNGE SWIVEL CHAIR LAS COFFE TABLE SMALL COFFEE TABLE WOMEN'S LUC TABLE WOMEN'S WC SOFA HOSTESS STATION DISPLAY TABLE 6 SEATER BOOTH SEAT 2 SEATER BOOTH SEAT 4 SEATER BOOTH SEAT PLUMBING SCHEDULE P1 TOILET: P2 ACCESS. TOILET: P3 URINAL: P4 SINK: FAUCET: P5 ACCESS. SINK: ACCESS. FAUCET: P6 ACCESS. $ItJK: ACCESS. FAUCET: AMERICAN STANDARD MADERA 15" FLUSH VALVE TOILET 345U60 WHITE AMERICAN STANDARD MADERA 16 VS" ELONGATED TOILET 2305.100 UNITE TOTO. LOW CONSuMpTiON URINAL UT94V WITH AUTOMATIC EYE CUSTOM TROUGH SINS REFER TO DRAWINGS SLOAN OPTIMA EAF- 200 -P -ISM AMERICAN STANDARD °MURRO° WALL MOUNTED SINK (ADA) COLOUR: UA- IITE?, °AF0954.0000 CA!) PEDASTAL AF00590200 AMERICAN STANDARD "RELIANT +' GD- 2385A000/002 'WETSTYLE' UNDER COUNTER MOUNT SINK 'VC848U COLOUR: GLOSSY WHITE 'SLOCAN OPTIMA' SYSTEM EAF -200 ELECTRIC HAND WASHING FAUCET COLOUR: CHROME FINISH WASHROOM ACCESSORIES PARTITION SCHEDULE NEW PARTITION R1EER TO ARCHITECT'S me FOR ASSEMBLY AND DETAILS NEW MILL UR( REFER TO ELEVATIONS AND PETALS DOOR SCHEDULE DCTERIOR DOORS, Q YER TO ARCHITECT DUE. 3'-0'W X S' -0"HT. X 13/4"0-K. SLAB WOOD VENEER DOOR W/ UNITE LAMINATED GLASS VISION PANEL SEE DOOR ELEVATIONS ON IDS 2 l'-0: 14'TX 13 TI-K. SLAB PG. DOOR G/W 12°x24° METAL LOUVRE GRILLE. SEE DOOR ELEVATIONS ON IDS 3' -211L X I1' -0' X I 3/4' THK PAINT GRADE, FRENCH DOOR CAI CLEAR GLASS PALL SEE= DOOR ELEVATIONS ON IDS 5 2' -5' W X 6' -6 "t 14T. X 2" T1-1K ALLMAAN STOREFRCNT DOOR CN1 12mm COLOUR LAMINATEDEEMPERED GLASS COLE), SEE POOR ELEVATIONS ON DS D2 2' -8' W X T-6"t HT. X 2° TI-K ALUMNI—ET STONE IT DOOR CAU 12aun COLOUR LAMINATED:'rE"IED GLASS ('W3'), SEE DOOR ELEVATIONS ON IPS 03\ 3'-0' W X 6' -6't HT. X 2" 11-K 'LPi K ALUMI STORE RONT DOOR CALL 12mn COLOUR �J LAMINATED/ B •IFERcD GLASS ('GL3'), 5EE DOOR ELEVATIONS ON 105 E 3' -09U1 X T -09- r. X I »THIC HOLLOW METAL CORE DOORS 4 PRESSED STEEL FRAI 2 XX l'-694t. X 1)9114K. U HOLLOW METAL CORE DOORS 4 FSSED FRAM HARDWARE SCHEDULE VERIFY ALL FINISHES SPECIFIED FROM VARIOUS MALFACTUREERS MATCH ANY SUBSTITUTIONS FOR HARDWARE SPECIFIED TO IBE APPROVED BY DESIGNER HARDWARE ,4S PE=R ARCHITECTS PLUGS. STOREROOM LOCKSET: HEW PUTT CY1INDRICAL,'SCl- U_AGE''ND80PD xR40 x626 PUSHBUTTON LOCH: 2 LNICAN' 0 1-1011 -41 (NO K=Y OVERIDE) x26D WIDE ANGLE, ADJUSTABLE DOORVIEUER PRIVACY SET: 3 I DUTY CYLINDRICAL, 'SG4LAGE' 14D406 xRHO x626 PASSAGE SET: HEAVY DUTY CYLINDRICAL, 'SCHLAGE' ND105 xRHO x526 CODE C W SEE DRAWINGS FOR EXACT LOCATIONS AND SIZES SAMPLES OF ALL MILLWORK FINISHES ARE TO 8E PROVIDED FOR APPROVAL WHERE APPLICABLE REFER TO SPECIFICATION FOR MORE DETAILED INSTALLATION RECOMMENDATIONS. CONFORM TO MANLJPACTURES RECOMMENDATIONS FOR ALL INSTALLATION AND REQUIRED MATERIALS. GENERAL CONTRACTOR TO COORDINATE WITH MILLWORK TO ENSURE ALL PANT PRODUCTS COME FROM ONE MANUFACTURE TO MAINTAIN CONSISTENCY IN COLOR AND SHEEN LEVEL. BASE CODE B-1 FLOOR TREATMENTS cp CP-2 TILE I T-1 I T 5 I LEI T-9 iZiEl CEILING TREATMENTS I CII 1C2 1C3 C4 OS C6 Cl C9 SUPPLIER DESCRIPTION COLIN CAMPBELL 4 SONS JENNY THOMAS TEL: 604- 134 -215S FAX: 604 - 134-1512 COLIN CAMPBELL 4 SONS JENNY THOMAS TEL: 604 -134 -2158 FAX 604- 134 -1512 SHANAHAN'S CHANTAL MEBS TEL: 504- 591 -5111 FAX: 604- 531 -3111 STONE TILE HALEY WHALEN TEL: 504- 131 -5540 FAX 504- 131 -5955 STONE TILE HALEY WHALEN TEL: 504 -131 -9948 FAX: 604 -13I -9958 CENTANNI TILE INC. DONNY CENTANNI TEL: 604-290 -531 FAX: 504 -255 -1525 GREG BEATTY CONSULTANTS GREG BEATTY TEL: 504- 181 -3341 FAX 604 - 434 -1550 STONE TILE HALEY WHALEN TEL: 504- 131 -5548 FAX: 604 -131 -5958 STONE TILE HALEY WHALEN TEL: 604 - 131 - 9948 FAX 604 -131 -5956 STONE TILE HALEY WI-tALEN TEL: 504- 131 -5946 FAX: 604 -13I -9558 STONE TILE HALEY WHALEN TEL: 504- 131 -5548 FAX 504-131-5555 STONE TILE HALEY WHALEN TEL: 604 - 131 -5545 FAX: 504-131-5555 TEL: - FAX: - TEL: - FAX - TEL: - FAX - EXISTING TILE ANNE STARR AGENCIES HAOI TEL: 604 - 254 -3335 FAX 604 -254 -3316 ANNE STARR AGENCIES HAOI TEL: 504- 254 -3336 FAX 604- 254 -3316 FINISH SCHEDULE DESCRIPTION: MDF BASE, 4 "1-1 X 1" THICK FINI51-6 TO MATCH LLD -2 NOTE: CONTRACTOR TO PROVIDE SAMPLE FOR DESIGNER APPROVAL PRIOR TO FABRICATION LOCATION: BASE THROUGOUT LNLESS OTHERWISE NOTED DESCRIPTION: STONE BASE, 4°1-1 X 1" THICK FNISH: TO MATCH T -3 LOCATION: EASE THROUGHOUT MOMS DESCRIPTION: STONE EASE, 49H X lb THICK FINISH: TO MATCH T -2 LOCATION: BASE MAN BAR DINING ROOM SIDE DESCRIPTION: 100% SOLUTION DYED NYLON CUSTOM CARPET MANUFACTURE: COLIN CAMPBELL 4 SONS PRODUCT E. CUSTOM CARPET COLOUR: TED WIDTH: D' -0" PRIMARY BACKING: WOVEN POLYPORPYLENE LOCATION: UPPER LOUNGE / PRIVATE DINING ROOM DESCRIPTION: 100% SOLUTION DYED NYLON CUSTOM CARPET MANUFACTURE: COLIN CAMPBELL 4 SONS PRODUCT ': CUSTOM CARPET COLOUR: TED WIDTH: L2' -0" PRIMARY BACKING: WOVEN POLYPORPYLENE LOCATION: DINING ROOM (WINE BAR SIDE) DESCRIPTION: RECESSED ENTRY MAT MANUFACTURE: C/S ACROVYN PRODUCT 0 : PEDITRI D G -4 COLOUR TED SIZE: 4' -0' X 1' -0' CONFIRM ON SITE LOCATION= ENTRY WAY DESCRIPTION: MOSAIC FLOOR TILE MANUFACTURE: EISAZZA PRODUCT NAME: OPUS ROMANO SIZE: % X e/a° PATTERN: CUSTOM PATTERN COLOUR MIX TED LOCATION: ENTRY / DINING ROOM / ENTRY BENCH DESCRIPTION: BASALT FLOOR TILE MANUFACTURE STONE TILE PRODUCT NAME: VERONA BASALT TILE SIZE: 12' X 24° FINISH: HONED LOCATION: DINING ROOM / CORRIDOR / MEN'S WASHROOM / UNIVERSAL 1U4514ROOM DESCRIPTION: 2" MARBLE HEX FLOOR TILE MANUFACTURE: CENTANNI TILE NC. PRODUCT NAME: CUSTOM DAISY HEX PA1 ■KRd4 SIZE: 2' HEX FINISH: HONED LOCATION: WASH cROOMI DESCRIPTION: ALIB'1INlk! WALL TILE MANUFACTURE: ALU'IAFLOOR PRODUCT NAME: 5052 ALUMINUM EDGE: SQUARE EDGE OVERLAP SEAM SYSTEM THICKNESS: ° SIZE: TBD FINI161-h MATTE, CLEAR COAT ANODIZED LOCATION: MEN'S WASHROOM / UNIVERSAL WASHROOM DESCRIPTION: MOSAIC WALL TILE MANUFACTURE: BISAZZA PRODUCT NAME: VETRI COLOUR PATTERN: CUSTOM PATTERN COLOUR MIX 2010(1) WHITE (FIELD), 20.11(3) BLACK (BORDER) LOCATION: WOMEN'S WASHROOM, REFER TO ELEVATIONS DESCRIPTION: MOSAIC WALL TILE MANUFACTURE: BISAZZA PRODUCT NAME: VETRI COLOUR PATTERN: CUSTOM PATTERN COLOUR MIX: 20.11(3) BLACK (FIELD), 20)0(1) WHITE (BORDER) LOCATION: WOMEN'S WASHROOM, REFER TO ELEVATIONS NOTE: T -5A IS INVERSE PATTERN OF T -5 DESCRIPTION: MOSAIC WALL TILE MANUFACTURE: BISAZZA PRODUCT NAME: VETRI COLOUR PATTERN: CUSTOM PATTERN COLOUR MIX 20.11(3) BLACK (FIELD) LOCATION: WOMEN'S WASHROOM, REFER TO ELEVATIONS DESCRIPTION: MOSAIC WALL TILE MANUFACTURE: VETRO PRODUCT NAME: NEUTRA COLOUR NAME: 01 CAREONE LUX SIZE: 3'4° X El." LOCATION: MEN'S WASHROOM / UNIVERSAL WASHROOM, REFER TO ELEVATIONS DESCRIPTION: BRUS1 -(ED STAINLESS STEEL MOSAIC WALL TILE MANUFACTURE: M -I -X METAL PRODUCT NAME: STAINLESS STEEL SIZE: 20mm X 40mm X 1mm LOCATION: FIREPLACE BULKHEAD (ALL SIDES), REFER TO ELEVATIONS DESCRIPTION, DALTILE SERIES: POLARIS PRODUCT NAME: GLOSS WHITE PL02 SIZE: 5" X 5" LOCATION: PREP. AREA DESCRIPTION: N.T.C. MANUFACTURE: N.T.C. PRODUCT NAME: N.T.C. SIZE: N. LOCATION: KITCHEN N DESCRIPTION: DALTILE PRODUCT NAME: SHADOW GREY PRODUCT': N45 SIZE: 5" X 5" LOCATION: PREP. AREA / KITCHEN / SOTRAGE / BEER / DESCRIPTION: EXISTING TILE FROM PREVIOUS PROJECT BY 04NER PRODUCT NAME: ENRO -MAX AMORE PRODUCT': MT -AM 1224 -CH SIZE: 12" X 24" LOCATION: STAFF WASHROOM / STAFF ROOM / SOTRAGE / PANTED DRYWALL, GENERAL CEILING PANT MANUFACTURE: EENJAMN MOORE COLOUR': CC -20 FINISH ECG1 -ELL WHITE, ACRYLIC LATEX NOTE: CONTRACTOR TO PROVIDE LOCATION: CEILING AS NOTED NOT USED NOT USED WALLCOVERING ON CEILING MANUFACTURE: DONGHIA PATTERN' NAME: LOOKS LIKE TEA PAPER 5116 COLOUR NAME: MCERCURY - SILVER COLOUR 1 : 09 LOCATION: INSIDE WOOD TRIM 6 ENTRY AND PRIVATE DIKING ROOM, INSIDE BULKHEAD ON CEILING A MAIN BAR, REFER TO ID012 NOTE: ASTM E64 -03 CLASS A OR CLASS I RATED WALLCOVERING ON CEILING MANUFACTURE: TBD PATTERN NAME: TED COLOUR NAME: TED COLOUR': TED LOCATION: INSIDE BULKHEAD ON CEILING ® MAIN BAR REFER TO ID0L2 CUSTOM CNC CEILING PANEL WITH ACOUSTICAL BLACK DUCT LINER BEHIND MA AFACTURE: CUSTOM FINISH U$7 -I STAIN FINISH, WITH 3'4" CONTINOUS REVEAL ALL AROUND, THE PANEL WOULD BE 34° THICK NOTE- MILLUJORICER TO PROVIDE SAMPLES CF PANEL AND STAIN FOR DESIGNER APPROVAL PRIOR TO FABRICATION LOCATION: DINING ROOM 5 MAN BAR SIDE, REEFER TO ID012 DETAILED COFFER CEILING REFER TO SECTIONS 2'x4' SUSPENDED T -BAR CLG. SPECS. ARMSTRONG CLEAN ROOM VL (NONFER FORATED) EXISTING EXPOSED CEILING I Ft 1 L-1 2 1 MOLDING WHITE WOOD DISTRIBUTORS TEL: 604882 -5063 LEST COAST MOLDING TEL: 604 - 513 -1138 UST COAST MOLDING TEL: 604-513 -1138 DESCRIPTION: MIRROR POLISHED STAINLESS STEEL FINISH CONTRACTOR PROVIDED LOCATION: WNE CELLAR DOOR FRONT FRAMES (WITH GLASS DOORS) DESCRIION: CUSTOM LIGHT BOX OUJNER PROVIDED LOCATION: MEN'S WASHROOM DESCRIPTION: METAL PLAN MANUFACTURE: HOMAPAL PATTERN: '652 LOCATION: WINE BAR DESCRIPTION: FORMICA 909 -55 BLACK, MATTE FINISH LOCATION: WASHROOM DESCRIPTION: N.T.C. MANUFACTURE: N.T.C. PA r 1 t.4NI: NLT.c LOCATION: SERVICE COUNTER DESCRIPTION: MOLDING TRIM MANUFACTURE: CIEMCREST MODEL ': M6516 SIZE: 1 1/8" x 3 3/4' LOCATION: COFFER CEILING DESCRIPTION MOULDING MANUFACTURE: WEST COAST MOULDINGS MODEL 4 121311 SIZE: II/16" x 1 5/5" LOCATION: MAIN BAR BULKHEAD . I ,., I PIN O. ■ . OR • = = = = = NORBU'RN LIGHTING NORM BROWN TEL: 604 611 -1155 FAX 604 255 -6284 BOCCI TEL: 504 -110 -4485 NORBURN LIGHTING NORM BROEN TE=L: 504 511 -1195 FAX: 604 255 -6284 : TED RECEPTACLE REQUIRED PLEASE REFER TO ELECTRICAL DRAWINGS LAMP: MAX 60W VERTICAL ROPE LIGHT N WINE WALL OR LINEAR LIGHTING MANUFACTURE: SEAGULL LIGHTING MODEL: 94323 -12 BLACK FESTOON LAMP HOLDER COLOUR: BLACK LAMP: SW LAMP * 4" O.C. FLUORESCENT VALENCE LIGHTING BOCCI LIGHT PENDANT FIXTURE MANLFACUTER BOCCI MODEL ': 14.1 SINGLE PENDANT SIZE: 41DIA. X MAX. 10'4 (DE I the - IIHE LENGTH ON SITE) SHADE: CAST GLASS LAMP: MAX. TOW RECESSED POTS - THREE HEAD MANUFACTURE: EUROPHASE MODEL: TE113 NC LAMP: MR-16 (3) -50W CODE SUPPLIER j BY ONER W2 W3 W4 W5 W6 W7 W8 W9 EOERICK WASHROOM EQUIPMENT INC BOBRRICK WASHROOM EQUIPMENT NC BOBRICK WASHROOM EQUIPMENT NC BOERICK WASHROOM EQUIPMENT INC BOERICK WASHROOM EQUIPMENT INC QUEST METALS RICHELIEU TEL: 604 213 3454 FAX: 604 241 2406 DESCRIPTION TOWE=L DISPENSER FROM NEPTUNE FOODS 5-3644 RECESSED WASTE RECEPTACLE CONTURA SERIES 5 -4256 SURFACED-MOUNTED MULTI -ROLL TOILET TISSUE DISPENSER CONTURA SERIES E -210 SURFACED- MOUNTED SANITARY NAPKIN DISPOSAL 5 -52216 6" SPOUT SOAP DISPENSER TRIMLINE SERIES 5 -526 COUNTERTOP PAPER TOWEL DISPENSER 8" DIA. ROUND ST. STEEL RECEPTACLE CHUTE BOERICK 4 8- 360345 RECESSED WASTE RECEPTACLE HOOK '15112-111 INSTALLED AGAINST THE TRIM IN FRONT OF THE LINEAR LIGHTING AT EVERY 24" ON CENTER ALONG THE BAR RECEIVED CITY OF TUKWIU, NOV 1 3 2007 PERMIT CENTER Copyright Reserved This plan and design are, and at all time remain the exclusive property of VICTORERIC DESIGN GFtOUp and cannot be used or reproduced without written consent Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office shall be informed of any variations from the dimensions and conditions shown on the drawing. REVISIONS No. Date Details By 1 10/05/01 ISSUED FOR COORDINATION EL. 2 10/16/01 ISSUED FOR PERMITS DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: oifice@dtai.ca IBI jun hadgson design e IUUeIhp.l]c.c0 t atd. 264. 7011 f DOA, 265. 701 750 1245 West Pander Shea! Vancouver 8C VbE481 J OEYS June Lug -L'l o blue mountain atreat Coquiflam, BC V3K 4H2 P: 604.939.3930 F: 604.393.3953 SUITE 207, 33 EAST 8TH AVENUE VANCOUVER, B C V 5 T 1 R 5 T: 604.677,0021 F: 604.67 7.01 78 w w w. v I c t a r e r i c. c o m Project: JOEYS SOUTH CENTER TUKWILA, WA Drawing Title: SCHEDULES Date: SEPT./01 Scale: I/4" = 1' -O" Drawn By: EL Approved By: Project No. Drawing No. ID1 of 11 VW 1;1 I PIP 1 C,A6 FIRPLACE INSERT, FOUR TOTAL, 10' IP, Ira0p00 BTU, 110 VOLTS 154.1•1P UPPER LOUNGE (46 SEATS) — TV NICHE, TV SUPPL LOUNGE BAR (22 SEATS) LOWER LOUNGE (50 SEATS) STORAGE U GL455 DIVIDER =ITER STATION HOSTESS STAND LIQUOR STORAGE ( 124 rEviSPOCY / n \ \ BREEM BLOCK PARTITION REFER TO ARCH. DtL S 111 PRIVATE PARTY ROOM (14 SEATS) —BREEZE BLOCK PARTmaN RJR TO ARCH. DuICS. 2 ' -4 11 WAITER STATION B2 2'_4 - - - =t === =-∎ 5'_5° I \I \I 1 11 11 1 11 ■•. ■I ■! ■I ■I■I ■I■I 1■1 ■I■ ■ ■ ■ ■■ !MIEN EIN M EMI 20' -10' MING (82 SEATS) Cam) 6' -6" 'II — E BLOCK REFER TO ARCH. DWGS. / i rl / I/ I/ I / I ■I■ •111111111111111111111•111 ii•I■I■ Mal TIE � �IC!r"! ■I'!'IJIE�!■ ■I ■I ■I ■I ■I■ ■1•1•1 ••I■ S' -4 PANT WALL UNDER EAR TOP, REFER TO SECTIONS Tv NICHE, Tv SUPPLIED BY WAITER STATION / / WV WOMPV'S W6 // i // // / / / / / / / / / / / / 1. 'TIER TO ARCHITECTURAL DWG$, FOR PARTITION ASSk'INB.. r ! DIIMENSIONS 2. REFER TO ARCHITE II TURAL DUOS FOR RAISED FLOOR DETAILS — FOLDING DOORS REFER TO As1C14. DM. FOR SPECIFICATIONS P -S11 r 9 ,_ 3 11 5REE7E BLOCK C0 RECFPI1ON AREA F12 HOSTESS STAND — FOLDING DOORS F'JER TO ARCH. DU*. FOR SPECIFICATIONS is — �� - -�� - -y am FOLDft4 p REFER Td Du1Cx. FOR 5PECIFIC4T248 .- • 07410 CODE C t i.k „ F.1 i ,. ; . ,.r - er r; 3 N ; RECEIVED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER Copyright Reserved This plan and design ore, and at all time remain the exclusive property of VICTORERIC DESIGN GROUP and cannot be used or reproduced without written consent. Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office shall be informed of any variations from the dimensions and conditions shown on the drawing. REVISIONS No. Date Details By 1 10/05/01 1$5UED FOR COORDINATION EL. 2 1005/01 I55UED FOR ('ERMITS DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca j OE . VS Suite 204-218 Blue Mountain Street Coquitiam, BC V3K 4H2 P: 604.939.3930 F: 604.393.3953 SUITE 207, 33 EAST 8TH AVENUE VANCOUVER, B C V 5 T 1 R 5 T: 604.677.0021 F: 6 04 .677.01 78 w w w. v I c t o r e r I c. c o m Project: JOEYS SOUTH CENTER TUKWILA, WA Drawing Title: PARTMON & FURNITURE PLAN Date: SEPTJID1 Scale: 14 =I' -0" Drawn By: EL Approved By: IA juli hodgson design e julleIhp.hc. t 604 244. 701 f 644 264. 7017 7E0 1285 West Fender &Yee, Vancouver BC VarIBI Project No. Drawing No. 1D2 of 11 LIGHTIhICs IN STEP — BELOW TYP. FLOOR LAMP, PROVIDE ELECTRICAL CUTLET H =1" = I' -S" 2' -9" I I' 6' 2' -I1 CEILf■ s 131.1LYJEAP HEAR LIGHTING i 3' -9' 21' -8° 10-0" 15' -0' GOF TABLE BELOW 2' -3' 15' -0" cP TAB BELOW '- :e 5 ' -11' T -4" 6' -6" III -2" 13' -ne LINEAR LIGHTING 3' -0' 3'-0" Copyright Reserved This plan and design are. and at all time remain the exclusive property of VICTORERIC DESIGN GROUP and cannot be used or reproduced without written consent. Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office shall be informed of any variations from the dimensions and conditions shown on the drawing. REVISIONS No. Date Details By 1 10/08/01 ISSUED FOR COORDINATION EL 1 10/18/01 185(.IED FOR PEWITS DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca 1131 GROUP j OEYS Suite 204-218 Blue Mountain Street Coquitlam, BC V3K 4H2 P: 604.939.3930 F: 604.3933953 SUITE 207, 33 EAST 8TH AVENUE VANCOUVER, B C V 5 T 1 R 5 T: 604.677.0021 F: 604.677.01 78 w w w. v i c t o r e r i c. c a m Project: JOEYS SOUTH CENTER TUKWILA, WA Drawing Title: jull hocigson design IuneI p.hc.ca 3 6454.24.4. 7011 r Hit 214. 7017 7 1285 itdSrt gender Street Vancouver BC V6ECB1 REFLEL I to LIGHTING PLAN Date: SEPT./01 Scale: 1/4" =1'-0" Drown By: EL Approved By: Project No. Drawing No. 1D3 of 11 1=Aiusir==cisc===e=1==emappmmair ■ °load° $)1 / � / / / / // / f / / STRIP 17� - -- r- P T -9 Tn T -9 T -9 !J / N I 7 TOP IT I CI L 7 T-10 f A i CODE CCM', 1 ii t d „v 1. - ------ ----- ;. - 74-„ , -,-. 1 ow , ,.._f ,.,:-- - tr,., tv; 7--...- ' r . ' ' .- ,, -_, ._._.-- ■■• 10 1 M RECEIVED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER Copyright Reserved This plan and design are, and at all time remain the exclusive property of VICTORERIC DESIGN GROUP and cannot be used or reproduced without written consent. Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office shall be informed of any variations from the dimensions and conditions shown on the drawing. REVISIONS No. Date Details By 1 10/05/07 ISSUED FOR COORDINATION E.L. 2 10/1S/01 ISSUED FOR PEi t"11T5 IFI Project: Drawing Title: Date: SEPT./0 Scale: 1/4 =1 -0 Drawn By: EL Approved By: DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca Suite 204 -218 Blue Mountain Street Coquitiam, BC V3K 4H2 P: 604.9393930 F: 604.393.3953 SUITE 207, 33 EAST 8TH AVENUE VANCOUVER, B C V 5 T 1 R 5 T: 604.677.0021 F: 604.677.01 78 w w w. v i c t o r e r I c. c o m JOEYS SOUTH CENTER TUKWILA, WA FINISHES PLAN juli hodgson design jull @lhp.be.co t OA, 284. 7071 f 6(14764.7017 750 1235 went Pendee Street Vrmeauve: BC V6E4B1 Project No. Drawing No. 1D5 of 11 LOUNGE 102 / DINING 121 — SOUTH ELEVATION SCALE 1/4 " -1'-0" LOUNGE 102 / DINING 121 — NORTH ELEVATION SCALE 1/4 " =Y-0" 7 I I I TV I I I I I L 1I I4OTE: CONTRACTOR TO 024FIRM TV SIZE WITH t7UNER GLASS GUARD RJR TO ARCl -L DUYa FOR DETAILS — -p — FLICKER LIGHTS 'WO' U50-2' COLLP'N—' T -2' TO UPPER EDIFICE F L 'E OF CEILING 1- EIGHT em-UND STEP' LIGHTS RAISED FLOOR FOLDING DOORS REFER TO ARON DWG FOR DETAILS 4 SPECIFICATIONS — E UPPER LOUNGE 104 / DINING 124 — NORTH ELEVATION SCALE 1/4 " -1'—O" - UJD -2' COLUI' N F UPPER LOUNGE 104 / DINING 121 — SOUTH ELEVATION SCALE 1/4 "!1--0" FFEAT COFFER URE CEILING REFER TO RCP I -I/8u REV>=AL / / I F DETAILS NOTE: REFER TO KTICHEN CONSULTANT DRAWINGS FOR BAR EQUIPMENT DETAILS OPEN THRI 7 / 'W-1' I 1 h I I I I REFER TO DETAIL " IG I DS FOR BAR 9 T -2' TO UPPER LOUNGE — STEP LIGHTS /ERE= 3LOCK C- TO PRIVATE DINING %WTI r i TOOK* 116,4 4,1 r^�'rti [WV r'' FRAM 1MM rr, •rf, I 1 r ^, 1 .‘4.-.1 4 K -40 I * .�! !J . a 'Vog I1�I rQ rE•Iw o• rKrl! :,041..., )1 r • LX.." + 1 `� Ci t: ,: ; ;�k� , p` / , w,. /l av/' * tod ik Lip .,4__. ri rro7„, �a Kam_ i, w i' �r 5i ♦ r ! r a tr E ` A r,,/1 / L �,L / a / IIKA. wk. / e it iw A a LJ w s �` ► dINCli � ` l a IPLIi2 i iri.. 1?NLW� tr1A s ; ! rr 1 / 1. 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V Jr ■ r rr1:: ,kAitlivAilk 1.167.41 [-1 r�r ,•ri:ri� L Li '1"17 El OPEN TO KITCHEN 9 ri ke � i . t ai ♦ �s�♦ji / / )441 1 w Ka w a r / '_ r !s � '�,?'i \ 1 i t i� �r ^ a � i r 1 •r r , TM ' r�;r r •r 1i�rAir'�m it 1l trnet r ,`1• r• r rt, r, ;r I1 i �` ��' .��i .��'�' ► T�Iw } i���1L���� '1 + / � ► * °` � + • 1•lyr rte rr, r ��r r'rr - ,- i 1 � T � ' ' \�_, \ T i jw - jl£t''; _ ' ,k�/t;k .� 1 as �._rc's� •:r 11r'9�]:r \ir / r I r �C','�i . r�► 1 sib: /ti\`r.�A.%j` \' r, r •'1 f� 1 rfq l 11 • \ / 1 .' :I - f - 't ►/a 1 St [ LikALCAIU41 s11TeN 1�,t'ri-1:r,� r. �1r r ri, rx>•�TIF,� r11 r i t r 1 r C1 ire r/, 1,rr " r 1~1 �j ice+ � - ♦ $>I ♦5 ♦ I lr' 1t� i l r y T � �' , / yam, r, fLC* 1 r : rr�t! r , I its Trt` s"!T , � 1A ► i� OPEN TO KITC+ 1 — 'B-I' '8-3 eo-L — I WOSTESS --- STATION 22 '_ 9 " / ,:. W ri i 11.414,k iej it74 11'''A1 err >.t/ w s /JRA 1T-A0 � rt, ; , j 1 $1 req. rr2t. fLVIAM t2' -0 'M -I' / FOLDING DOORS REFER TO ARCH DWG - FOR DETAILS 1 0 SPECIFICATIONS LIC>a11OR STORAGE AND DISPLAY r — _ 'e v e r -I' LL!! / L/ / / 1 T Tv L NOTE: CONTRACTOR TO CONFIRM TV SITE WT114 OlLNER LIS -3' ✓ '4. J / OPEN -2 GLASS GUARD REFER To ARCH. DIM. FOR DETAILS ILO -2 DINING BAR 102 — SOUTH ELEVATION SCALE: 1/4 " -1'-0" 9 Z t '4• / 'ST -3' FIJI II II II I� BAR @ LOUNGE 102 — WEST ELEVATION SCALE 1/4"=1 / pt RECEIVED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER Copyright Reserved This plan and design are. and at all time remain the exclusive property of VICTORERIC DFSIGN GROUP and cannot be used or reproduced without written consent. Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office shall be informed of any variations from the dimensions and conditions shown on the drawing. REVISIONS No. Date Details By 1 10/0 /01 I55UED POR COORDINATION E1. 2 10/18/01 15511Ep PoR F R 1IT5 DENIS TURCO ARCHITECT Suite 277 - 780 Beatty Street Vancouver, BC Canada V66 2M1 T: 604 320 0881 F: 604 320 0871 E office@dtai ca jtiIi hodg,son design e iuli91tlp,bc C,a t 604. 264.7011 t 604.264. 7017 750 1285 wesi PenderStreet Vanr,.7ttver 6C V6E4131 JOLYS Suite 204 -218 Blue Mountain Street Coquitlam, BC V3K 4H2 P: 604.939.3930 F: 604.393.3953 SUITE 207, 33 EAST 8TH AVENUE ✓ A N C O U V E R , B C V 5 T 1 R 5 T: 604.677.0021 F: 604.677.01 78 w w w . v i c t o r e r i c. c o m Project: JOEYS SOUTH CENTER TUKWILA, WA Drawing Title: INTERIOR ELEVATIONS Date: 5EPT./01 Drawn By EL Approved By: Project No. Scale: Drawing No. 1/4" = 11_011 1D6 of 11 'III -I' COurti '6 3' L G UPPER LOUNGE 104 & LOUNGE 102 -- WEST ELEVATION SCALE: 1/4 " =T-0" L I ►L AIL ALr ill ►_ / zT ati 10:1W ► �: L L y -,�� r �,lr \1 L r �r '�� r IDS t. ., ", �r, Ali '; W-I "1, + r ♦ w1J � + ► r .< * i r 11. f\ TO rlT \ [rti \rf" �r , HOSTESS I ! ► 117n ..� # ♦ } 4 1 ENTizt s \ FrCw r ‘ fir" +rier4.,,,,71,74, , ► : ► � v ► 7Wti 'r '-.1 11 s 6 ,E DING 102 — WEST ELEVATION SCALE: 1/4" -1'-O" fl111IIIHhI111tItIJ111 I1nnI1111ItIIIIn 1 t111111Ui111111 nmm1nm a � SCI••LUTER END TRIM H/C WC 7 NORTH ELEVATION 1Q2 SCALE: 1/4" -T-O" LNII sErCND FOLDING DOORS REFER TO AROl4 D11. FOR DETAILS I SPECIFICATIONS H/C WC D2 0 EAST ELEVATION SCALE 1h4 "-1'-O" Ie�lNl�1 +ele�lararararar�ralararal� 'W-I' COLLPTI 'B-3' H/C WC SOUTH ELEVATION ID2 SCALE 114 " -1'-O" — 'l!> -I' WOMEN'S W/C — WOMEN'S W/C — NORTH ELEVATION V TYP. TOILET BACKWALL SCALE 1/4 " =Y-0" u2 SCALE: 1/4 " =Y-0" I 11710 1 1 u r � I ■I ., A WD - '8-3' , -y t H/C WC WEST ELEVATION SCALE: 1/4 " -T -O" 1• MEN'S W/C — NORTH ELEVATION SCALE 1/4 " -1'-O" FLOUREWENT STRIP LIGHTIt'b 0 iV SCALE 1/4 " -1'-0" 4 %4 \rr fr1l; 41 l i'rhot \r1:r r�.�••r.r.� ►r• r►f 11=1111=1.411111:617%. 9rr' 1i �\'�r�•WA %O. OG /. :. U ma rt _ . MIN / l i r ,C ry { ► Y ll c li. YCLI dif r 6.4k rw te, PRIVATE ROOM 123 — EAST ELEVATION SCALE: 1/4" -'1'-O" WOMEN'S W/C ENTRY — NORTH ELEVATION v JPL -z' 98-1. MEN'S W/C — VANITY EAST ELEVATION SCALE: 1/4 " -1'-0" v 1° BEVEL MIRROR W/ FOLISI --ED STAINLESS FRAME INLAID INTO TILE i'tr.aif\ r\ fi \ r r "+ rf 1rr rr i1\ . r fi r rr \ i`f \ r r e r. ► , 1r /T,ik` J o IA +:/ l %I 4% ►r / . \}/% Yi r * '� r'1 1f. 1 r Lwr1°► I ..Cr . ..t► % iJli� r {. i►./ k+A Nor\ 1 � ry � r r .'Fi il ii°4 Gt �C i ►fir Pair . r [a [t�� .r ♦ ri k 4 fir :4 I: i ► ,r r'jr \ % \fir \ / "•. I/'\y y \ I• $M r ► r / \'♦ ► ♦ r k � � ►fi!Sgr 11:4 \a • ►t p ► i i s ic *i i►i i , w f 1r. \ IT4TAIlittiViT4 -41t4 Alin it .4 Iwo 1 ' :, ' Al F1 r\- \r r - aCr\r 3 \ r �r ., t OFEN TO PINTh / ENTRY 0 +" /\, \ •ti\ lig \ rte Wr r \ :r�x To DINNa DIAPER Jrry 1. m 'r�* zt'r.. r- Cry Wr 1 � � \ 110, `fi \fir � ►l � \ :0 Ivlm Cyr ► ,. t1 \ / r .w a 1 lk - A r /��y `' ail A A' r. �illllllll■IIIIIIII�1■ LOUNGE 102 BOOTH ELEVATION SCALE 1/4W-O" 0 tt TO -GLASS DIVIDER J DINING 121 & WNE WALL — EAST ELEVATION 02 SCALE: 1/4 " =1'-O" — MOSAIC BORDER 0 i'-0° HT. TIP. :I:; liI50 0 V I r I vo -2 MEN'S W/C URNOLS — SOUTH ELEVATION SCALE 1/4 " =1'-O" 1' BEvEl. MIRROR W/ 2° POLI51 -ED MIRROR OVE FRAME WAL.L. SCONCE 1116' 1111 ==1111 !!! III 4M I WIEN IEE IMAM Will, Peril PlIPM PRIM! 1 MEER MEI M _ IEN lfi• _ MIN `` I . !mot♦ f EMI INS I■•Ilm!I _� MINIM MEN loalmg IiiMEM EWA- la/W- IIM- Meg- - I r ALUMINUM STOREFRONT PR4 1E DIVIDERS 11N '7' 0 135 l' 1_ ° t 9 in • FIC.IC �P ' -2 ' N OPEN MEN'S W/C z WEST ELEVATION 2 SCALE 1 " =T-0" SCALE: 1/4 " -Y-O" OPEN 1' JrJR1RJPJFJR7r OPEN THRU r V GL_45S DIVIDER "FL -2' NOTE: 'GL -2' TO PARTITIONS SEMEN STALLS WOMEN'S W/C VANITY — WEST ELEVATION ID2 I SCALE 1/4 " -l'-o" COLLi 14 13HTOND —) -2� T DINING 121 & WINE BAR — EAST ELEVATION .4 0 OBI THRU 7 -2' J — FEATURE COFFER CEILCNCa REFER TO RCP a 'ST -3' NOTE: 'GL -2 TO PARTITIONS ' BE11.LEEN STALLS WOMEN'S W/C LOUNGE — EAST ELEVATION SCALE 1/4" -1'-O" sir . COD cri F Fa 1 4? OPEN ' r7�e g5clr rli�JrJr OPEN 1/ rir rJJ I'�CJr�rair- 7 r oPEN DioT-1-116 RECEIVED CITY OF TUKWIL/4 NOV 1 3 2007 PERMIT CENTER -t • r•f y r. sit Copyright Reserved This plan and design are, and at all time remain the exclusive property of VICTORFRIC OFSIGN GROUP and cannot be used or reproduced without written consent Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office shall be informed of any variations from the dimensions and conditions shown on the drawing. REVISIONS No. Date Details By I 10/05/01 ISSUED FOR COORDINATION E. 2 10/18/01 ISSUED FOR PERMITS DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: ottioe @dtai.ca 1BI juli hodgson design e iteelhp,b I 6134. 264.7011 1 60e. 264.7017 740 1285 west PendSr 517Re; Vancouver BC Vtt4B1 j JEYS Suite 204-218 Blue Mountain Street Coquitlam, BC V3K 4H2 P: 604.939.3930 F: 604.393.3953 SUITE 207, 33 EAST 8TH AVENUE VANCOUVER, R C V 5 T 1 R 5 T: 604.677.0021 F: 604.677.01 78 w w W. V i c t o r e r i c. c o m Project: JOEYS SOUTH CENTER TUKWILA, WA Drawing Title: INTERIOR ELEVATIONS Date: SEPT./01 Scale: 1/4" = I' -0" Drawn By: EL Approved By: Project No. Drawing No. 1D7 of 11 I 1 .►�. `7� il'�� Liii • ..I.I.EIuI.Ii�ii. 'III -I' COurti '6 3' L G UPPER LOUNGE 104 & LOUNGE 102 -- WEST ELEVATION SCALE: 1/4 " =T-0" L I ►L AIL ALr ill ►_ / zT ati 10:1W ► �: L L y -,�� r �,lr \1 L r �r '�� r IDS t. ., ", �r, Ali '; W-I "1, + r ♦ w1J � + ► r .< * i r 11. f\ TO rlT \ [rti \rf" �r , HOSTESS I ! ► 117n ..� # ♦ } 4 1 ENTizt s \ FrCw r ‘ fir" +rier4.,,,,71,74, , ► : ► � v ► 7Wti 'r '-.1 11 s 6 ,E DING 102 — WEST ELEVATION SCALE: 1/4" -1'-O" fl111IIIHhI111tItIJ111 I1nnI1111ItIIIIn 1 t111111Ui111111 nmm1nm a � SCI••LUTER END TRIM H/C WC 7 NORTH ELEVATION 1Q2 SCALE: 1/4" -T-O" LNII sErCND FOLDING DOORS REFER TO AROl4 D11. FOR DETAILS I SPECIFICATIONS H/C WC D2 0 EAST ELEVATION SCALE 1h4 "-1'-O" Ie�lNl�1 +ele�lararararar�ralararal� 'W-I' COLLPTI 'B-3' H/C WC SOUTH ELEVATION ID2 SCALE 114 " -1'-O" — 'l!> -I' WOMEN'S W/C — WOMEN'S W/C — NORTH ELEVATION V TYP. TOILET BACKWALL SCALE 1/4 " =Y-0" u2 SCALE: 1/4 " =Y-0" I 11710 1 1 u r � I ■I ., A WD - '8-3' , -y t H/C WC WEST ELEVATION SCALE: 1/4 " -T -O" 1• MEN'S W/C — NORTH ELEVATION SCALE 1/4 " -1'-O" FLOUREWENT STRIP LIGHTIt'b 0 iV SCALE 1/4 " -1'-0" 4 %4 \rr fr1l; 41 l i'rhot \r1:r r�.�••r.r.� ►r• r►f 11=1111=1.411111:617%. 9rr' 1i �\'�r�•WA %O. OG /. :. U ma rt _ . MIN / l i r ,C ry { ► Y ll c li. YCLI dif r 6.4k rw te, PRIVATE ROOM 123 — EAST ELEVATION SCALE: 1/4" -'1'-O" WOMEN'S W/C ENTRY — NORTH ELEVATION v JPL -z' 98-1. MEN'S W/C — VANITY EAST ELEVATION SCALE: 1/4 " -1'-0" v 1° BEVEL MIRROR W/ FOLISI --ED STAINLESS FRAME INLAID INTO TILE i'tr.aif\ r\ fi \ r r "+ rf 1rr rr i1\ . r fi r rr \ i`f \ r r e r. ► , 1r /T,ik` J o IA +:/ l %I 4% ►r / . \}/% Yi r * '� r'1 1f. 1 r Lwr1°► I ..Cr . ..t► % iJli� r {. i►./ k+A Nor\ 1 � ry � r r .'Fi il ii°4 Gt �C i ►fir Pair . r [a [t�� .r ♦ ri k 4 fir :4 I: i ► ,r r'jr \ % \fir \ / "•. I/'\y y \ I• $M r ► r / \'♦ ► ♦ r k � � ►fi!Sgr 11:4 \a • ►t p ► i i s ic *i i►i i , w f 1r. \ IT4TAIlittiViT4 -41t4 Alin it .4 Iwo 1 ' :, ' Al F1 r\- \r r - aCr\r 3 \ r �r ., t OFEN TO PINTh / ENTRY 0 +" /\, \ •ti\ lig \ rte Wr r \ :r�x To DINNa DIAPER Jrry 1. m 'r�* zt'r.. r- Cry Wr 1 � � \ 110, `fi \fir � ►l � \ :0 Ivlm Cyr ► ,. t1 \ / r .w a 1 lk - A r /��y `' ail A A' r. �illllllll■IIIIIIII�1■ LOUNGE 102 BOOTH ELEVATION SCALE 1/4W-O" 0 tt TO -GLASS DIVIDER J DINING 121 & WNE WALL — EAST ELEVATION 02 SCALE: 1/4 " =1'-O" — MOSAIC BORDER 0 i'-0° HT. TIP. :I:; liI50 0 V I r I vo -2 MEN'S W/C URNOLS — SOUTH ELEVATION SCALE 1/4 " =1'-O" 1' BEvEl. MIRROR W/ 2° POLI51 -ED MIRROR OVE FRAME WAL.L. SCONCE 1116' 1111 ==1111 !!! III 4M I WIEN IEE IMAM Will, Peril PlIPM PRIM! 1 MEER MEI M _ IEN lfi• _ MIN `` I . !mot♦ f EMI INS I■•Ilm!I _� MINIM MEN loalmg IiiMEM EWA- la/W- IIM- Meg- - I r ALUMINUM STOREFRONT PR4 1E DIVIDERS 11N '7' 0 135 l' 1_ ° t 9 in • FIC.IC �P ' -2 ' N OPEN MEN'S W/C z WEST ELEVATION 2 SCALE 1 " =T-0" SCALE: 1/4 " -Y-O" OPEN 1' JrJR1RJPJFJR7r OPEN THRU r V GL_45S DIVIDER "FL -2' NOTE: 'GL -2' TO PARTITIONS SEMEN STALLS WOMEN'S W/C VANITY — WEST ELEVATION ID2 I SCALE 1/4 " -l'-o" COLLi 14 13HTOND —) -2� T DINING 121 & WINE BAR — EAST ELEVATION .4 0 OBI THRU 7 -2' J — FEATURE COFFER CEILCNCa REFER TO RCP a 'ST -3' NOTE: 'GL -2 TO PARTITIONS ' BE11.LEEN STALLS WOMEN'S W/C LOUNGE — EAST ELEVATION SCALE 1/4" -1'-O" sir . COD cri F Fa 1 4? OPEN ' r7�e g5clr rli�JrJr OPEN 1/ rir rJJ I'�CJr�rair- 7 r oPEN DioT-1-116 RECEIVED CITY OF TUKWIL/4 NOV 1 3 2007 PERMIT CENTER -t • r•f y r. sit Copyright Reserved This plan and design are, and at all time remain the exclusive property of VICTORFRIC OFSIGN GROUP and cannot be used or reproduced without written consent Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office shall be informed of any variations from the dimensions and conditions shown on the drawing. REVISIONS No. Date Details By I 10/05/01 ISSUED FOR COORDINATION E. 2 10/18/01 ISSUED FOR PERMITS DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: ottioe @dtai.ca 1BI juli hodgson design e iteelhp,b I 6134. 264.7011 1 60e. 264.7017 740 1285 west PendSr 517Re; Vancouver BC Vtt4B1 j JEYS Suite 204-218 Blue Mountain Street Coquitlam, BC V3K 4H2 P: 604.939.3930 F: 604.393.3953 SUITE 207, 33 EAST 8TH AVENUE VANCOUVER, R C V 5 T 1 R 5 T: 604.677.0021 F: 604.677.01 78 w w W. V i c t o r e r i c. c o m Project: JOEYS SOUTH CENTER TUKWILA, WA Drawing Title: INTERIOR ELEVATIONS Date: SEPT./01 Scale: 1/4" = I' -0" Drawn By: EL Approved By: Project No. Drawing No. 1D7 of 11 Elimm II9 X 1 / Q 1--r- / " S' /// / / OPEN ■ El 0 t I ■ �V E \ ❑r t ❑ 1 ER IIo i c a \ \ Elimm II9 X 1 I I I 1 Q 1--r- ❑ / OPEN ■ El 0 t I ■ �V E \ ❑r t ❑ 1 ER IIo 3i ■■ bi ❑ r ■ e- .1.-g,-7 I � El I ❑ 1 . o ■ . , o I■ .. ; IIIII r DOOR TYPE 'A' SCALE 1/2" -1'-0" STAFF 102 LOCKER — WEST ELEVATION SCALE: 1/4" l'-O" SOLID POPLAR SLAB DOOR STAIN GRADE FROSTED GLASS W/ LLbOD STOP, CONFIRM PATTERN W/ GOER (TTP) CUSTOM DOOR SAME NICKEL FULL 4 KICK PLATE (BY KARICE METALS) LOCKERS SHANAHAN'S DELUXE SERIES LOCKERS - SIX TIER DELUXE (12"IU X I5'D X 10'14) SHELVING W/ GABLE BRACES B 1' SASE 1• DOOR TYPE 'B' SCALE 1 /2"-r-O" STAFF 102 CASH COUNTER — WEST ELEVATION SCALE 1/4 " =P-O" SOLID POPLAR SLAB DOOR STAIN GRAPE tYk80' SATIN NICKEL METAL LOUVER BRONZE KICK FLATE ( y KARICE METALS) / 3'_2" t. 3' -2' ,y \ DOOR TYPE 'C' SCALE 1/2" -1'-0 2' -6' STAFF W/C 108 — A ®Z WEST ELEVATION SCALE 1/4" =1'-0" 6'-4' 24" X 48" TILTED MIRROR 4 BACKSPLASH ON BACK 4 SIDE WALL 'Ft.?' COUNTER 9' 'FL?' SPEC. NTH. EQ. .. ' EQ. 1132 SCALE 1/4° =1'-0" DOOR TYPE Dl' SCALE 1/2" -1'-0" 1 CC SERVICE COUNTER 115 — EAST ELEVATION EQ. '117' r iv AI..I@11rt11 STOREFRONT FRAME DOOR 4 SIDELIGHT WI *1-2' / ( DOOR TYPE 'D2' SCALE 1/2 " -r-0" ALUMINUM STORINT RUNE DOOR 4 SIDELIGHT W/ 'GL2' �. EQ t 3 ' -0 ° EQ OPEN / < OPEN DOOR TYPE D3' SCALE 1/2ff-1--Off ALLt11hBI11 STOREFRONT FRAME POOR 4 SIDELIGHT WI'GI 2' r 3 1 -0 ' PAINTED DOOR TYPE 'E' SCALE 112" -r-0 P STEEL PRATE SPEC. MC. DD7 \ j T R. C L. y, d, r < PAINTED SPEC- T.E.C. PRESSED STEEL PRAMS RECEIVED Scale: CITY OF TUKWILA 1/4" = 1' -0" DOOR TYPE 'F' 1 3 SCALE: 1 NOV 3 200 7 Drawn By: PERMIT CENTER EL Copyright Reserved This plan and design are, and at all time remain the exclusive property of VICTORERIC DESIGN GROUP and cannot be used or reproduced without written consent Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office shall be informed of any variations from the dimensions and conditions shown on the drawing. REVISIONS No. Date Details By 1 10/05/01 ISSUED FOR COORDINATION EL. 2 10/18 /01 1551.IED FOR PERMITS IBI DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtaLca juli hodgson design e jusAbo.beca f 6114.264.7011 1 404.264, 7017 750 1295 Wet Pender Sireei Vancouver BC V6E4B1 Suite 204 -218 Blue Mountain Street Coquitlam, BC V3K 4H2 P: 604.939.3930 F: 604.393.3953 SUITE 207, 33 EAST 8TH AVENUE VANCOUVER, B C V 5 T 1 R 5 T: 604.677.0021 F: 604.67 7.01 78 w w w. v I c t a r e r i c. c a m Project: JOEYS SOUTH CENTER TUKWILA, WA Drawing Title: INTERIOR ELEVATIONS Date: SEPTi 1 Approved By: Project No. Drawing No. 1D8 of 11 OPEN / 4 r DOOR TYPE 'A' SCALE 1/2" -1'-0" STAFF 102 LOCKER — WEST ELEVATION SCALE: 1/4" l'-O" SOLID POPLAR SLAB DOOR STAIN GRADE FROSTED GLASS W/ LLbOD STOP, CONFIRM PATTERN W/ GOER (TTP) CUSTOM DOOR SAME NICKEL FULL 4 KICK PLATE (BY KARICE METALS) LOCKERS SHANAHAN'S DELUXE SERIES LOCKERS - SIX TIER DELUXE (12"IU X I5'D X 10'14) SHELVING W/ GABLE BRACES B 1' SASE 1• DOOR TYPE 'B' SCALE 1 /2"-r-O" STAFF 102 CASH COUNTER — WEST ELEVATION SCALE 1/4 " =P-O" SOLID POPLAR SLAB DOOR STAIN GRAPE tYk80' SATIN NICKEL METAL LOUVER BRONZE KICK FLATE ( y KARICE METALS) / 3'_2" t. 3' -2' ,y \ DOOR TYPE 'C' SCALE 1/2" -1'-0 2' -6' STAFF W/C 108 — A ®Z WEST ELEVATION SCALE 1/4" =1'-0" 6'-4' 24" X 48" TILTED MIRROR 4 BACKSPLASH ON BACK 4 SIDE WALL 'Ft.?' COUNTER 9' 'FL?' SPEC. NTH. EQ. .. ' EQ. 1132 SCALE 1/4° =1'-0" DOOR TYPE Dl' SCALE 1/2" -1'-0" 1 CC SERVICE COUNTER 115 — EAST ELEVATION EQ. '117' r iv AI..I@11rt11 STOREFRONT FRAME DOOR 4 SIDELIGHT WI *1-2' / ( DOOR TYPE 'D2' SCALE 1/2 " -r-0" ALUMINUM STORINT RUNE DOOR 4 SIDELIGHT W/ 'GL2' �. EQ t 3 ' -0 ° EQ OPEN / < OPEN DOOR TYPE D3' SCALE 1/2ff-1--Off ALLt11hBI11 STOREFRONT FRAME POOR 4 SIDELIGHT WI'GI 2' r 3 1 -0 ' PAINTED DOOR TYPE 'E' SCALE 112" -r-0 P STEEL PRATE SPEC. MC. DD7 \ j T R. C L. y, d, r < PAINTED SPEC- T.E.C. PRESSED STEEL PRAMS RECEIVED Scale: CITY OF TUKWILA 1/4" = 1' -0" DOOR TYPE 'F' 1 3 SCALE: 1 NOV 3 200 7 Drawn By: PERMIT CENTER EL Copyright Reserved This plan and design are, and at all time remain the exclusive property of VICTORERIC DESIGN GROUP and cannot be used or reproduced without written consent Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office shall be informed of any variations from the dimensions and conditions shown on the drawing. REVISIONS No. Date Details By 1 10/05/01 ISSUED FOR COORDINATION EL. 2 10/18 /01 1551.IED FOR PERMITS IBI DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtaLca juli hodgson design e jusAbo.beca f 6114.264.7011 1 404.264, 7017 750 1295 Wet Pender Sireei Vancouver BC V6E4B1 Suite 204 -218 Blue Mountain Street Coquitlam, BC V3K 4H2 P: 604.939.3930 F: 604.393.3953 SUITE 207, 33 EAST 8TH AVENUE VANCOUVER, B C V 5 T 1 R 5 T: 604.677.0021 F: 604.67 7.01 78 w w w. v I c t a r e r i c. c a m Project: JOEYS SOUTH CENTER TUKWILA, WA Drawing Title: INTERIOR ELEVATIONS Date: SEPTi 1 Approved By: Project No. Drawing No. 1D8 of 11 ° HOSTESS STATION -- SEC11ON SCAM 1 1/r - -T-O" 2'-0" DINING BAR SECTION SCALE 1 1/2° 4-O" 11)-1' FINISH '55 -1' TOP IUD-2' DRAWERS 4 DOOR PALLS CAU 'HW-Y PULLS 3 "x3° 'UV -2' LEGS CONTINUOUS T. STEEL POUR RAIL, BY K.E.S. ST -3' COUNTER W/ 3° FRONT 4 I /8° CHAMFERED CORERS ELECTRICAL 4 FLU -IBING CHASEW,4Y 'ST-4' BAR FRONT 2" OD. SATIN NICKEL FOOTRAIL t- GLAZING & BREEZE BLOCK @ WAITING - PLAN SECTION SCALE 1 1/2"4-0' WALLCOVERED — CEILING 6 12' -0" ARE 'C1' PAINTED CEILING BULKHEAD CONTINUOUS ST. STEEL POUR RAIL BY KE.S. BAR EQUIPMENT (SEE KITCHEN DUGS) O " 2 \f\ LOUNGE BAR SECTION SCALE 1 1/2'4-O' 1 -0° 'C6' CUSTOM CNC CEILING I2' -0° ARK 3/4° REvEAL FLUORESCENT COVE LIGHT, MOUNT STAGGERED TO ELIMINATE DARK SPOTS AS REQ'D 'C-I' CEILNG 9 10' -0" AFF. 'SS -I' COWER LEATHER WRAPPED ARM REST, 'FA -5' ELECTRICAL I PLUMBING CHASEWAY ST -I' BAR FRONT : ,�, m 2° OD. SATIN — NICKEL FOOTRAIL 'T -2' PRIVATE ROOM CABINET @ PO ID SCALE 1 1/2-r-0' ill M 4 " LOUNGE BACK BAR SECTION SCALE 1 1/Y -Y-0" YWALL /GLAZING - SECTION 2' -I° 4 -2" CLG. e 1I' -4" AFF. 'Cr C-G. 6 10' -6° OFF. GAZING GROOVE CAULKING AT SEAM ttD -2' F NISH I/8" REAL. 'IUD -2' BASE 2'- ° V; POLISHED CHROME 2'0 H.S.S. METAL STRUCTURE FOR LCD TV. CONFIRM LAYOUT WITH TB MOUNTING Alzh'L LCD Tv BY OMER CGNFIfd1 DETAIL OF MOUNTNCs WITH FRAME STRIGTUR9= WHITE ACRYLIC STOP, ALL SIDES a TOP WHITE TRANSLUCENT ACRYLIC STEPPED LIQUOR DISPLAY CNl CLR ACRYLIC SUPPORT RIBS INSIDE. (USE CLEAR ADHESIVES) DIMMABLE PLOURSCEaNT STRIPS, STAG ER MOUNT AS RECTO TO AVOID DARK SPOTS S.S. TOP 4 EQUIPMENT BY KE.S. 'CI' PAINTED CEILING e ---- 12'-0 AFF. PRIVATE ROOM CABINET CO POS STATION - SECTION SCALE 1 1/r- -Ce O U SCALE 1 1/2" - r - 0" 4" SCALE 1 1/r - r - 0" I - 'CI' PANTED CEILING 9 II' -4" AFF 'U1-I' DRYWALL BULKHEAD 'BBI' BLOCK HEADER SATIN NICKEL MEAL 19RA11E (3 SIDES) FOR STRUCTURAL SUPPORT OF BREEZE BLOCK AS REQUIRED. THICKNESS AS IER STRICT. ENn. METAL FRAME BEYOND BREEZE BLOCK HEADER SECTION BRACE REINFORCING ROD TO 5L48 ABOVE AS PER STRUCT. EN6. '04'WALLCOVERED CRIER- a Il' -4° OFF. DRYWALL SULKI4EAD RE NFORCMG ROD ANCHORED INTO CONC. CURB. ROD SPECS 4 RIEFUNFORCMG DETAILS AS PER STRICT. ENG. REQUIREMENTS BREEZE BLOCK TYP. SECTION \ \ t in U m \ \ PRIVATE DNNG PL2' TO ALL SIDES BEHIND BLOCK WALL WD-2' BASE CONCRETE CURB PER STRICT. ENG. 4 " WALING AREA FRAME AS REQUIRED — 2 111-1' DRYWALL BULKHEAD 'BB1' BLOCKS 0 -41 'CI' PAINTED CEILING, e II' -4" APR SATIN NICKEL METAL FRAME (ALL SIDES) FOR STR11C1LJRAL SUPPORT OF I3REEZE BLOCK AS REQUIRED. THICKNESS AS PER STRICT. ENG. CLEAR GLAZING ON U- CHA'lNEI.., ALL SIDES 'Bel' BLOCKS BENCH CUSHION W/ 'FAS' 4 HIGH DENSITY FOAM. PROVIDE DOUBLE ....r STITCHING TO OUTSIDE CORERS 4 TIMING AS PER PLAN X 2 „r GLAZING & BREEZE BLOCK @ WAITING - SECTION SCALE 1 1/r —ro RECEIVED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER Copyright Reserved This plan and design are, and at all time remain the exclusive property of VICTORERIC DESIGN GROUP and cannot be used or reproduced without written consent Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office shall be informed of any variations from the dimensions and conditions shown on the drawing. REVISIONS No. Date Details By I 10/05/01 ISSUED FOR COORDINATION EL. 2 10/18 /01 ISSUED FOR PERMITS EL. Project: Drawing Title: DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office@dtai.ca IBM Date: Nov. 29/06 Scale: AS SHOWN Drawn By: EL Approved By: jluli hodgson design e iulleihp.nc. I 604264.7011 ► We. 244. 7017 750 1285 West Pernder Street VCnemver BC V6E j OEYS Suite 204 -218 Blue Mountain Street Coquitlam, BC V3K 4H2 P: 604.939.3930 F: 604.393.3953 SUITE 207, 33 EAST 8TH AVENUE VANCOUVER, B C V 5 T 1 R 5 T: 604.677.0021 F: 604.677.01 78 w w w. v i c t o r e r i c. c a m JOEYS SOUTH CENTER TUKWILA, WA SECTIONS & DETAILS Project No. Drawing No. 1D9 of 11 FIN T.E.C. P.O.S. STATION @ UPPER LOUNGE SECTION SCALE 1 1/2' 1'-O' SCALE: 1 V2' -1 'PLI' INTEIRIORS GLAZING N IMBEDDED U- CHANNEL UD -2' 2 °t TI-114 RIGID INSULATION IN CAVITY at CABINET 'WD -2 FINISH (60TH SIDES) US° SAWCUT REVEAL (BOTH SIDES) 1197 -2' BASE (BOTH SIDES) 1>; DINING AREA PONY WALL SECTION ID6 SCALE 1 1/2"-T-O' (TYF? DOOR) EOOTHSEAT PG 4TWALL BELOW METAL FRAMED DOOR W/ CLEAR GLASS PANEL ON HEAVY DUTY PIVOT HINGES, FULLS SPEC. TB.C. CONDENSATE DRAIN FOR ELOIUER COIL, COORDINATE WITH KITCHEN EQUIPMENT r WINE WALL @ DINING 121 — PLAN SECTION OUTLINE OF OPENING ABOVE FOR BLOWER COIL. COORDINATE 1ll8114 KE.S. FOR LOCATION * QUANTITY' SCALE 1 1/Y Y-0" TYPICAL BOOTH SEATING SECTION CUSTOM FLATBAR MODULAR S B- FRAME BEYOND ( FINISH STRUCTURALLY ANCHOR TO TOP I BOTTOM AS REQ'D 2'-1": (TYP. DOOR) 16' -1u C6 EQ DOOR PANELS) SITE MEASURE REGt'D P.Q.S. STATION @ UPPER LOUNGE PLAN SECTION I/4" DIA. RIGID CHROME RODS WELDED TO SUB - FRAME BEYOND. CONFIRM DIA. REQUIRED FOR RIGIDITY REQUIRED UNDER WINE BOTTLE LOAD MECHANICAL CIRCULATION FAN e BOTH ENDS, SPEC. BY REFRIDGERATION CONTRACTOR 4 DOOR PANELS +n 2 WIDTH 2° MIRROR POLISHED DOOR FIN. TB:c. — FRAME C/W CONTINUOUS NEOPRENE STRIP ON INSIDE FACE (ALL SIDES) A ENDPANEL @ DINING EAST BOOTH SEATS SECTION SCALE: 1 1/2'1' -O' A GUM CEILING e 10' -6° AFF, P7 FINISH P.O.S. STATION @ EAST DINING — SECTION SCALE 1 1/2" -T-O' ABSORPTION PANEL 'PAT' %P2' CURVED PROFILE, REFER TO RCP. FIX TO CEILING STRICTURE AS IREQ'D FABRIC PANEL FAT WITH — CONCEALED FIXINGS PANTED MOULDING TRIM, ALL SIDES OF CORER CEILING S'-5° P7 FINISH EDGE OF CEILING BEYOND 20 FEATURE COFFER CEILING @ DINING 121 — SECTION SCALE 1 1/2' •1'-0' 13° ctr SCALE 1 1/2'-1'-O" 1r_�11 -11L3' DOOR STAIR SECTION SCALE 1 1/2' .4-O' 3 1_ o tl WINE WALL @ DINING 121 — SECTION 20" X 20" GLASS RACK BELOW CLR. J 19L3' DOOR FRONT W/ 'PL4' INTERIORS P.O.S. STATION @ EAST DINING — PLAN SECTION SCALE 1 1/2' -1-0' BLOWER COIL (EY ICES) r -- I I'- I P 0 o d 0 • w ■ G.W.E. CLG. e AFF. 2 1_ 0 u 2 °t TN( RIGID INSULATION IN CAVITY OF CABINET, ALL SIDES GJUB. CLG. e AFF. I° REVEAL 'PLI' TOP PANEL CM MESH OPENING FOR ELM ER COIL, MESH: RICHELIEU '881214M41 OR SIMILAR, (SILVER FINISH) 2° METAL FRAME (MIRROR POLISHED) DOOR 111/ CLEAR GLASS PANEL ON HEAVY DUTY PIVOT HINGES CUSTOM FLATBAR MODULAR SUB -FRAME BEYOND (FINISH TaCJ, ANCHOR TOP I BOTTOM AS REQ'D I DINING ml V4° DIA. RIGID CHROME RODS WELDED TO S1J5-FRAME EEYOND. CONFIRM DIA REQUIRED FOR RIGIDITY REQUIRED UNDER WITS METAL MIRROR MP POLISHED NC ISSHED FRA ,,� 1 1 AL BAS i ° D z-Hgt HONED SLAB STONE, SPECS TB.C, SCORED NOSff 7-2' FLOOR '5T7 STONE RISERS 7-2' FLOOR ADDITIONAL GABLE FOR CLEARANCE FROM GLASS RACKS 9110 -2' 'PL3' GABLE OUTLINE OF COUNTER ABOVE BOTTLE LOAD CONDENSATE DRAIN FOR ai'' a_ r BLOWER COIL, COORDINATE -a,� ,i a e : 3 WITH KITCHEN EQUIPMENT CO"D C 1 = 1,.1' INTERIORS RECEIVED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER Copyright Reserved This plan and design are. and at all time remain the exclusive property of VICTORERIC DESIGN GROUP and cannot be used or reproduced without written consent Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office shall be informed of any variations from the dimensions and conditions shown on the drawing. REVISIONS No. Date Details By I IO/05/01 ISSUED FOR COORDINATION EL 2 I0/I8 /D'1 ISSUED FOR PERMITS EL DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca I$I 6RDUP j OEYS Suite 204 -218 Blue Mountain Street Coquiliam, BC V3K 4H2 P: 604.939.3930 F: 604.393.3953 SUITE 207, 33 EAST 8TH AVENUE V A N C O U V E R , B C V 5 T 1 R 5 T: 604.67 7.0021 F: 604.677.0178 w w w. v I c t o r e r I c. c o m Project: juli hodgson design 9 iuHejrp.bc.ca t 604.264. 7011 1 600.264.7017 750 1285 W% Pender Street Vancouver 6C v6E4al JOEYS SOUTH CENTER TUKWILA, WA Drawing Title: SECTIONS & DETAILS Date: Nov. 29/IDo Scale: AS SI -IOLUN Drawn By: EL Approved By: Project No. Drawing No. ID10 of 11 UPPER LOUNGE WALL SECTION SCALE 1 VT -r-0° SCALE 1 1/2" -Y-0' •QtpIRM W/ SINK FLUORESCENT LIGHTING CLG. s 11' -4" APF_ 'Cl' CLG. a I2' -f° APP. FLICKER LIGHT 'UZI FINISH '6 -1' BASE T 7' it M P MIRROR PANEL SPEC- TBO. :1^CC. TB.C. 'SS -I' COUNTER 4 FRONT, DEPTH TO F- SUIT WALL 13EYOWD UNDEi21"IOUNT 31NeC CNJ OFFSET TRAP 7-1' BACI<WALL 'PL -2' BASE 0 N -I" SCALE 1 1/2"4-0' UPPER LOUNGE FIREPLACE SECTION SCALE 1 1/2 "-f-Or P-11"± 8° DI,4 GARBAGE BIN BY K.S. N I IT 11-I' MIRROR PANEL. SPEC. T -BC. SPEC. T.B.C. '66-1' COUNTER 4 k FRONT DEPTH TO SUIT WALL BEYOND DOOR FRONT, FULL SPEC. Tea 'PL -2' BASE MEN'S W/C VANITY @ SINK — SECTION 2S MEN'S W/C VANITY @ SINK — SECTION 'PL7' COUNTER 4 4° BACK-SPLASH 'PL7' DOOR PANEL, FULL SPEC. T.B.C. SPEC. I.S.C. CASH COUNTER SECTION STAFF WASHROOM VANITY SECTION SCALE 1 vs) SCALE 1 112' 4-0" 1 1' -0" ✓3 N Ct' CLG. 6 Ira' -0° LT -I' 'T -4' BACKWALL CUSTOM DIVIDER W/ ALU •t STOREFRCNT FRAME 4 'GL -2' A GLASS URNAL T'T-2' MEN'S W/C URINAL W/ BACKLIT IMAGE -- SECTION SCALE 1 1/2' -1-0' ♦ z4 9JORSTORA� SECTION scALe 1 1/2"4-0° CLG. 0 I1' -4" AFF_ 11 -2' FRAME 'CI' CLG. @ 11' -4° AFF. 'M -2' DOOR 'GL -I' FLUORESCENT LIGHT 171 SERVICE COUNTER SECTION SCALE 1 1/2"4-0' N SCALE 1 1/2° -1 r .9 >n 1 N e m ♦ I. I° X I° ST. STEEL ANGLE GLIDE 'FL 3' 'T S' BACK WALL '2' BASE WOMEN'S W/C VANITY @ SINK — SECTION 'OP PANTED CEILIM 9 11' -6° APR P BEVEL MIRROR REFER TO ELEVATIONS FOR PANEL BREAKUP WALL SCONCE US' 6 S' -6° APP. TO OF FIXTURE 2° MIRROR POLISHED FRAME, ALL SIDES OF MIRROR W6' RECESSED PAPER TOWEL DISPENSER BACK SPLASH 'ST -2' TOP (- --'ST -2' FRONT STAINLESS STEEL PAN PROVIDE I DRAIN PER FAUCET C/W OFFSET TRAP IS 2' STAFF LOCKERS SECTION SCALE 1 V2'••1 n '4 N LOCKERS SHANAWAN'S DELUXE SERIES LOCKERS - SIX TIER DELUXE OW ID XTN) T -12' SCALE: 1 1/2 " SCALE 1 Vr -r-0• 2' -1" Bu DIA_ GARBAGE BIN BY K.S. BEVELED MIRROR POLISHED STAINLESS STEEL FRAME INSET INTO TILE FEATURE MIRROR PLAN SECTION 1° BEVEL MICR W/ 2" POLISHED MIRROR OVER FRAME T 6' SACK SPLASH `ST -2' SLAB CO1 4TER 'PL -2' DOOR FRONT, PULL SPEC. TL'.C. 'PL -2' BASE WOMEN'S W/C VANITY @ GARBAGE — SECTION STAFF COAT ,& SHOE RACK SECTION SCALE 1 1 /2 �.1 D 001 41 so - CLG. 9 10' -0" RECEIVED CITY OF TUKWIU\ NOV 1 3 2007 PERMIT CENTER Copyright Reserved This plan and design are, and at all time remain the exclusive property of VICTORERIC DESIGN GROUP and cannot be used or reproduced without written consent Written dimensions shall have precedence over scaled dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and this office shall be informed of any variations from the dimensions and conditions shown on the drawing. REVISIONS No. Date Details By I I0/05/01 ISSUED FOR COORDINATION EL 2 10/18/01 I55UED FOR PERMITS EL. DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca IBI GROUP �ulli hodgson design Suite 204 -218 Blue Mountain Street Coquitlam, BC V3K 4H2 P: 604.939.3930 F: 604.393.3953 e 604. 264. 7011 1 604.264. 7017 750 1255 West Porxfer Street VOrIt OU gr BC VtE4131 SUITE 207, 33 EAST 8TH AVENUE ✓ A N C O U V E R , B C V 5 T 1 R 5 T: 604.677.0021 F: 604.677.01 78 w w w. v I C t o r e r I c. c o m Project: JOEYS SOUTH CENTER TUKWILA, WA Drawing Title: SECTIONS & DETAILS Date: Project No. Nov. 29/06 - Scale: Drawing No. AS 51-101.1N ID11 Drawn By: EL of Approved By: 11 THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC- IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS EXCLUSIVE PROPERTY OF PENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENIS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEM THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS 'ISSUED FOR CONSTRUCTION' AND SIGNED / SEALED BY THE ARCHITECT. j o FY s Cabal Cali a3'0 L wow:. STRUCTURAL ENGINEERS Cary Kopczynski & Company 10500 NE 8th Street, Ste 800 Bellevue, WA 98004 -4351 Phone: (425) 455 -2144 Fax: (425) 455 -2091 www. ckcps. corn THE DESIGN AND CONCEPTS SHOWN HEREIN ARE THE PROPERTY OF CKC INC. THEY MAY NOT BE USED OR COPIED IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF CKC INC. JAN 25/08 /� Response to Correction CYW / \ Letter #1 DEC 5/07 ISSUED FOR PRICING OCT 31/07 ISSUED FOR BLDG PERMIT SUBMITTAL REVISIONS DATE DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE Tukwila, WA SHEET TITLE: GENERAL NOTES DESIGN CRITERIA FILE NO.: 0730A DATE: JUN. 2007 SCALE: AS NOTED DRAWN BY: RA CHECKED BY: TS NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. SHEET NO .01 RA BY A, E4E GENIERALI OMS IC 11 CRITERIA CS-N-CE CO1'4CT WOOD FRAMING DEFINITION. THE TERM "ENGINEER" AS USED IN THESE STRUCTURAL LIVE LOAD ADDED DEAD LOAD GRAVITY LOADS. (PSF) (P5F) REFERENCE STANDARDS. CONCRETE WORK SHALL CONFORM TO ALL z z O z -4 X c • INITIAL LENGTH I ( I I REFERENCE STANDARDS. WOOD FRAMING SHALL CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING CODES, SPECIFICATIONS, AND STANDARDS, EXCEPT AS MODIFIED BELOW: 4C1 301 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE" ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" ACI 304 "GUIDE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE" ACI 311 GUIDE FOR CONCRETE INSPECTION " ACI 116 "CEMENT AND CONCRETE TERMINOLOGY" AGI 117 STANDARD SPECIFICATION FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS" A COPY OF ACI SP -15 "FIELD REFERENCE MANUAL ", WHICH INCLUDES ACI 301, 5H4LL BE KEPT IN THE CONTRACTOR'S FIELD OFFICE AT ALL TIMES. MATERIALS. PATIO ROOF 30 5 TRELLIS STRUCTURE 300 - LOADS: REQUIREMENTS OF THE FOLLOWING DOCUMENTS, EXCEPT AS MODIFIED BELOW: IBC CHAPTER 23 AITC TIMBER CONSTRUCTION MANUAL NFPA "NATIONAL DESIGN SPECIFICATION FOR HOOD CONSTRUCTION" MATERIALS. DOCUMENTS SHALL MEAN GARY KOPGZYNSKI 4 CO., INC. P.S. GOVERNING CODE. THE 2006 EDITION OF THE "INTERNATIONAL BUILDING CODE" (IBC), A5 ADOPTED AND AMENDED BY THE CITY OF TUKWILA SHALL GOVERN DESIGN AND CONSTRUCTION. REFERENCE STANDARDS. REFERENCE TO ASTM AND OTHER STANDARDS fi'f = 25 PSF FLAT -ROOF SNOW LOAD Ce ' 1.0 SNOW EXPOSURE FACTOR I Is = 1.0 SNOW LOAD IMPORTANCE FACTOR Ct = 1.2 THERMAL FACTOR SNOW DRIFT INCLUDED ON CANOPIES. WIND LOADS: I I < E Q Ci d ' n D x m Q 1 I 1 I n I i U 1 I I 0_ I I cD� AIR Lu m -4 V O 47 IR SAWN LUMBER: GRADE IN ACCORDANCE WITH: IBC CHAPTER 23, BASED ON SHALL MEAN THE LATEST EDITION AS OF THE BID DATE OR DATE OF OWNER - CONTRACTOR AGREEMENT, WHICHEVER 15 LATER, UNLESS NOTED N THESE DOCUMENTS OR DESIGNATED BY THE GOVERNING CODE. SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR INFORMATION IN U.S. DEPT, OF C AMERICAN SOFTWOOD LUMBER STANDARD PS 2 -10 AND NATIONAL GRADING RULE No. 11 FOR DIMENSIONAL LUMBER OF THE NATIONAL GRADING RULE COMMITTEE. WOOD PLATES: PRESSURE TREAT WOOD PLATES IN DIRECT CONTACT WITH ADDITION TO THESE NOTES AND THE STRUCTURAL DRAWINGS, DRAWINGS BY OTHERS. REFER TO ARCHITECTURAL AND OTHER DRAWINGS 85 mph BA51G WIND SPEED (3- SECOND GUST) I w = 1.0 WIND IMPORTANCE FACTOR WIND EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICIENT ±0.55 ELEMENTS AND COMPONENTS: CONCRETE OR MASONRY FOR MOISTURE RESISTANCE. EXTERIOR POSTS: EXTERIOR P05T5 ENCLOSED BY ARCHITECTURAL FINISH FOR SLOPES, DEPRESSIONS, NON - BEARING WALLS, CURBS, DRAINS, DUCTS, CHASES, PIPES, RAILINGS, WATERPROOFING, FINISHES, ETC. OMISSIONS /CONFLICTS. IN CASE OF DISCREPANCIES BETWEEN THE PLANS, CEMENT ASTM G150, C595 *AGGREGATES ASTM C33 ADMIXTUR) =5 ASTM C26m, G494 AND C1011 WATER ASTM C94 FLT ASH ASTM C618, CLASS F OR C *AGGREGATES WHICH EXHIBIT DELETERIOUS ACTIVITY WHEN EVALUATED IN ACCORDANCE WITH ASTM C33 APPENDIX XI, "METHODS FOR EVALUATING POTENTIAL REACTIVITY OF AN AGGREGATE', SHALL NOT BE USED. LOCAL AGGREGATES NOT COMPLYING WITH ASTM C33 THAT HAVE BEEN SHOWN BY SPECIAL TESTS OR ACTUAL SERVICE TO PRODUCE CONCRETE OF ADEQUATE STRENGTH AND DURABILITY MAY BE USED WHEN ACCEPTABLE TO ENGINEER SAND EQUIVALENT FOR FINE AGGREGATE SHALL NOT EXCEED 15. *MAXIMUM LOSS ON IGNITION SHALL BE 1 0. MIX SPECIFICATIONS. WATER I DRY SMALL BE PRESSURE TREATED. ALTERNATIVELY, THE BASE SHALL BE RAISED 6° ABOVE ADJACENT SOIL OR 1" ABOVE SUPPORTING CONCRETE SLAB WITH EITHER A CONCRETE PIER OR A METAL PEDESTAL. GLUED LAMINATED TIMBER: CONFORM TO AITC A190.1. r CURE P'4 '1 ALTERNATIVELY, CONFORM TO THE FOLLOWING MAXIMUM ALLOWABLE WATER CONTENT IN LIEU OF SHRINKAGE TESTING. FOR INTERMEDIATE VALUES, USE LINEAR INTERPOLATION. MAXIMUM ALLOWABLE WATER CONTENT SHALL BE TOTAL WATER IN THE MIX AT TIME OF PLACING, INCLUDING WATER ADDED AT THE SITE. MAXIMUM ALLOWABLE SPECIFIED 28 DAY WATER CONTENT SHRINKAGE LIMIT (%) (LBS. / CUBIC YARD) SPECIFICATIONS, NOTES ON THIS SHEET, REFERENCE STANDARDS, GOVERNING CODE, OR ANY OTHER INFORMATION PERTINENT TO THE PROJECT WHETHER WRITTEN OR VERBAL, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN, DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK SITE VERIFICATION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DESIGN WIND PRESSURE FOR DETERMINING FORCES ON ELEMENTS AND COMPONENTS OF THE STRUCTURE SHALL BE PER IBC SECTION 1609. SEISMIC LOADS: PLYWOOD: CONFORM TO IBC CHAPTER 23 AND THE ALLOWABLE STRESS DESIGN MANUAL FOR ENGINEERED WOOD CONSTRUCTION. BOLTS: CONFORM TO ASTM A301. CONDITIONS AT THE SITE. SITE SAFETY. THE CONTRACTOR 15 RESPONSIBLE FOR SAFETY AT THE SITE 1 E ' 1,0 SEISMIC IMPORTANCE FACTOR SEISMIC USE GROUP I Ss ° 1.3%9 MAPPED SHORT PERIOD SPECTRAL RESPONSE ACCELERATION 5 1 = 0.4592 MAPPED ONE - SECOND PERIOD SPECTRAL RESPONSE ACCELERATION SITE CLASS D 5 ns' 0.904 DESIGN SHORT PERIOD SPECTRAL RESPONSE ACCELERATION S al = 0,411 DESIGN ONE - SECOND PERIOD SPECTRAL RESPONSE ACCELERATION SEISMIC DESIGN CATEGORY D R = 1 1/2 RESPONSE MODIFICATION FACTOR STRUCTURE ATTACHES TO EXISTING BUILDING. NAILS: CONFORM TO PROPERTIES FOR COMMON WIRE NAILS IN FEDERAL 035 235 .040 245 ,045 255 CHLORIDE LIMITS. MAXIMUM WATER SOLUBLE CHLORIDE ION SPECIFICATION FF -N -10515. FOR PRESSURE TREATED AND FIRE - RETARDANT TREATED LUMBER, NAILS SHALL BE HOT - DIPPED ZINC COATED GALVANIZED, PNEUMATIC OR MECHANICALLY DRIVEN NAILS: CONFORM TO DIMENSIONAL AND FOR THE STRENGTH AND STABILITY OF ALL PARTLY COMPLETED STRUCTURE. CONFORM TO ASCE 31 -02 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION ". LOAD LIMITS. LOADS ON THE STRUCTURE SHALL NOT EXCEED THE DESIGN AND MATERIAL REQUIREMENTS OF ICC -ES ESR 1539. CONTRACTOR TO SUBMIT PROOF OF COMPLIANCE TO ENGINEER FOR REVIEW. TIMBER CONNECTORS: USE SIMPSON STRONG -TIE OR APPROVED EQUAL. CONCENTRATIONS CONTRIBUTED FROM NE MIX INGREDIENTS INCLUDING WATER, AGGREGATES, CEMENTITIOUS MATERIALS AND ADMIXTURES SHALL NOT EXCEED 0.15io BY WEIGHT OF CEMENT. TEST IN ACCORDANCE WITH 45TM C1218. EMBEDDED ITEMS. VERIFY LOCATION OF EMBEDDED ITEMS WITH SUPPLIER'S LOADS SHOWN UNDER "DESIGN CRITERIA'. CONSTRUCTION MEANS AND METHODS. CONTRACTOR SHALL BE RESPONSIBLE COMP. STRENGTH (PSI) TEST AGE (DAYS) MAX. AGGR SIZE MAX. W/C RATIO All` CONTENT MINIMUM FLY 451-1 (11o5./CU. YD.) MIX NOTES SUBMIT PROOF OF COMPLIANCE WITH IBC REQUIREMENTS, SAWN LUMBER REQUIREMENTS. FOR CONSTRUCTION MEANS/METHODS AND FOR VERIFYING STRUCTURAL CAPACITY PRIOR TO APPLYING CONSTRUCTION LOADING. ALTERNATES. ALTERNATES FOR SPECIFIED ITEMS MAY BE SUBMITTED TO THE SLAB ON GRADE 4 CONCRETE CURBS OR DESIGN CONSULTANT'S DRAWINGS BEFORE PLACING CONCRETE. VERIFY WITH ENGINEER THAT THE LOCATION OF EMBEDDED ITEMS DESIGNED BY OTHERS IS ACCEPTABLE BEFORE PLACING CONCRETE. MIXING, TRANSPORTING, AND PLACING. CONCRETE SHALL BE BATCHED, 3000 28 I" 0.45 5% 80 a USE SIZE SPECIES GRADE ENGINEER FOR REVIEW. ENGINEER MAY REQUEST PAYMENT FOR REVIEWING -- THESE SUBMITTALS, SHOP DRAWINGS AND SUBMITTALS. PROVIDE STRUCTURAL STEEL SHOP MIX NOTES: WALL STUDS 2x, 3x WESTERN CEDAR STUD (KILN DRIED) 2x, 3x WESTERN CEDAR SELECT STRUCTURAL (WHERE OCCURS) BEAMS 4 HEADERS 4x, 6x WESTERN CEDAR No. 2 POSTS 4x, 6x WESTERN CEDAR No. I STAMPS. EACH PIECE SHALL BEAR A STAMP SHOWING THE FOLLOWING: a. TI-115 MIX SHALL HAVE A SHRINKAGE LIMIT OF 0.042% 6 25 DAYS. SEE "SHRINKAGE' BELOW.. COI -D - PORMED STEEL FRAMIG MIXED, TRANSPORTED, AND PLACED IN ACCORDANCE WITH ACI 301 SECTIONS 4 AND 5, AND ACI 304. EACH TRUCK SHALL HAVE A TICKET SHOWING ACTUAL BATCH WEIGHTS OF MATERIALS N ADDITION TO THE MAXIMUM AMOUNT OF WATER WHICH MAY BE ADDED AT THE SITE. THE TOTAL WATER IN THE MIX AT THE TIME OF PLACING, INCLUDING WATER ADDED AT THE SITE, SHALL NOT EXCEED THE AMOUNT PREAPPROVED IN THE MIX DESIGN. CURING. CONFORM TO ACI 305, STANDARD SPECIFICATION FOR CURING DRAWINGS OR SUBMITTALS TO THE ENGINEER FOR REVIEW BEFORE FABRICATION OR CONSTRUCTION, CONTRACTOR SHALL BE LIABLE FOR ALL MATERIALS PLACED PRIOR TO RECEIPT OF REVIEWED SHOP DRAWINGS OR SUBMITTALS FROM ENGINEER CONTRACTOR SHALL ALLOW SUFFICIENT TIME FOR ENGINEER'S REVIEW. SPECIAL INSPECTION. CARY KOPCZYNSKI 8 CO., INC. F.S. 15 NOT THE MIX DESIGN. MIXES SHALL MEET OR EXCEED EACH REQUIREMENT SPECIFIED. SCOPE. THESE NOTES APPLY TO COLD- FORMED STEEL FRAMING SHOWN ON WHERE BOTH STRENGTH AND MAXIMUM WATER/CEMENTITIOUS RATIO ARE SPECIFIED, THE MOST STRINGENT SHALL APPLY. FOR EXAMPLE, MAXIMUM WATER/CEMENTITIOUS RATIO MIGHT RESULT IN A STRENGTH GREATER THAN THE MINIMUM SPECIFIED. LIKEWISE, A LOWER WATER/CEMENTITIOUS RATIO THAN SPECIFIED MAY BE REQUIRED IN ORDER TO ACHIEVE THE REQUIRED STRENGTH. WATER/CEMENTITIOUS RATIO. W/C RATIO SHALL BE BASED ON TOTAL THE STRUCTURAL DRAWINGS ONLY. REFERENCE ARCHITECTURAL DRAWINGS FOR ALL OTHER FRAMING REQUIREMENTS. REFERENCE STANDARDS. COLD - FORMED STEEL FRAMING SHALL CONFORM CONCRETE, ACI 302, GUIDE TO CONCRETE FLOOR AND SLAB CONSTRUCTION, AND ACI 301, SECTION 5. IMPLEMENT CURING PROCEDURES IMMEDIATELY TO MAINTAIN CONCRETE IN A MOIST CONDITION AFTER PLACEMENT. LIQUID MEMBRANE- FORMING CURING COMPOUNDS SHALL CONFORM TO ASTM 0309 TYPE I -D. CURING COMPOUNDS APPLIED TO SURFACES INTENDED TO RECEIVE FLOOR COVERINGS, PROTECTIVE COATINGS OR SEALERS, SHALL BE COMPATIBLE WITH THOSE PRODUCTS. APPLY COMPOUNDS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. POLYETHYLENE SHEETING AND BURLAP - POLYETHYLENE SHEETING SHALL CONFORM TO ASTM 0111. PROVIDE CURING AS FOLLOWS: SAWN LUMBER: GRADING ASSOCIATION, MILL NUMBER, GRADE SPECIES, SPECIAL INSPECTOR. SPECIAL INSPECTION BY OTHERS 15 REQUIRED IN ACCORDANCE WITH SECTION 1104 OF THE: INTERNATIONAL BUILDING CODE .45 ADOPTED AND AMENDED BY THE CITY OF TUKWILA, FOR THE FOLLOWING ITEMS. STRUCTURAL STEEL WELDING BOLTS INSTALLED IN CONCRETE POST INSTALLED ANCHORS HIGH STRENGTH BOLTS GROUT TO ALL REQUIREMENTS OF 4151 "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS ", EXCEPT AS MODIFIED BELOW: MATERIALS. ASTM A446 GRADE D OR A, 4510 OR A611. Fy = 50 ks 6 i FOR 1 EMENTITIOUS AND MOISTURE CONTENT AT TIME OF SURFACING IF APPLICABLE. PLYWOOD: PANEL GRADE, SPAN RATING, THICKNESS AND EXPOSURE C MATERIAL, INCLUDING CEMENT AND POZZOLANS SUCH AS FLY ASH, SILICA FUME, AND BLAST FURNACE SLAG, AIR CONTENT. SPECIFIED VALUES ARE TOTAL AIR INCLUDING ENTRAPPED CLASSIFICATION. ANCHOR BOLT INSTALLATION. INSTALL SILL PLATE ANCHOR BOLTS WITH SIZE, HEAVIER. F 33 ksi FOR IS GAUGE AND LIGHTER. GAUGE AND y = SECTION PROPERTIES. MEMBERS SHALL HAVE THE MINIMUM PROPERTIES 51-1OWN BELOW. 5 T D TRACK SHALL BE OF SAME GAUGE A5 STUDS. DEPTH S I MEMBER (IN) GAGE (11\13) (IN4) E N AND SPACING PER TYPICAL DETAILS. PROVIDE EACH ANCHOR , OL T WITH A 2" x 2" x 3/16" SQUARE CUT PLATE WASHER _ ;.,AILING. PROVIDE MINIMUM NAILING IN ACCORDANCE WITH IBC TABUS ` =gi . 230 CODE ,y .9.1.� g° . N G;.' 4• r -' DOLTED CONNECTIONS. HOLES FOR BOLTS DRILLED THROUGH TIMBER *=F ` `'_° °� ,AND ENTRAINED. TOLERANCE FOR AIR CONTENT SHALL SE + OR - I 1 /2%. TESTING SHALL CONFORM TO 45TM 0231, AND THE AVERAGE OF ALL TESTS TAKEN SHALL EQUAL OR EXCEED THE SPECIFIED VALUE. TESTING SHALL BE PERFORMED AT THE POINT OF DELIVERY. MIX DESIGN SUBMITTALS. SUBMIT A DESIGN FOR EACT -1 CONCRETE MIX TO THE STUDS (4005200 -54) 4 16 0550 1.292 TRACKS (4001 4 16 0.391 1.031 6" STUDS (6065162 -54) 6 16 0,921 2.860 6" TRACKS (600T150 -54) 6 16 0.618 2.314 EECTION. EECT FRAMING IN ACCODANCE WITH MANUFACTUE'S CURING LOCATION ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. CONFORM TO IBC SECTION 1905. DATA SUBMITTED FOR REVIEW SHALL ACCURATELY REFLECT PROPOSED MIX DESIGN. SLUMP . THE SLUMP REQUIRED FOR POPER PLACEMENT SHALL BE 5 • MEMBERS SHALL BE 1/16" DIAMETER LARGER THAN BOLT DIAMETER 6r , � 1 't JOIST BEARING. JOISTS SHALL BEAR A MINIMUM OF 1 1/2" ON END SUPPORTS ` Gl ALL CONCRETE CUING DEFINITION .`D 3 1/2" ON INTEIOR CONTINUOUS SUPPOTS. STRUCTUJ I S E EL CI IMMEDIATELY AFTER SGREEDING CONCRETE, APPLY AN EVAPORATIVE REDUCER TO ALL EXPOSED SURFACES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. IMMEDIATELY AFTER FINAL FINISHING, APPLY LIQUID MEMBRANE- FORMING CURING COMPOUND TO ALL EXPOSED SURFACES. TI-1E COVERAGE RATE SHALL NOT EXCEED 200 SQUARE FEET PER GALLON. . SUBMIT WRITTEN PROCEDURE, INCLUDING PROPOSED EVAPORATIVE REDUCER AND CURING COMPOUND SPECIFICATIONS, TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. WEATHER CONDITIONS. CONTRACTOR SHALL MAKE APPROPRIATE DETEMINED BY THE CONTR CTOR AND SUPPLIER AND INCLUDD IN THE MIX DESIGN SUBMITTALS. ACCEPTANCE OF PROPOSED SLUMP SHALL BE OBTAINED FROM THE ENGINEER PRIOR TO CONSTRUCTION. SLUMP SHALL CONFORM TO ASTM C -94 AND MEET THE FOLLOWING TOLERANCES: SLUMP TOLERANCE "� , JOIST AND RAFTER BLOCKING. INSTALL SOLID BLOCKING BE TWEE J015T & s` wr• ECOMMENDATIONS AND SHOP DWINGS. BOLTS SHALL CONFOM TO ASTM A301 OR 4325. WELDS SHALL CONFORM TO A1/45 D1.3 "STRUCTURAL WELDING CODE - SHEET STEEL ", OR THE 4151 "CODE" SECTION E2. SCREWS SHALL BE HEX HEAD, SELF TAPPING TYPE, No. 8 OR HEAVIER 5140P DRAWINGS. SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW AT SUPPORT POINTS WHERE NOTED ON PLAN. Sao : -5 r- - °' ; ' :' REFERENCE STANDARDS. STRUCTURAL STEEL SHALL CONFORM TO ALL BEAM BEARING- BEAMS SHALL HAVE FULL BEARING ON POSTS, LIMITED ONLY BY THE LEAST DIMENSION OF THE TWO MEMBERS. � OST TO BEAM CONNECTIONS. POSITIVE CONNECTION SHALL BE PROVIDED REQUIREMENTS OF THE FOLLOWING DOCUMENTS, EXCEPT AS MODIFIED BELOW: AISC °SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" A15G "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" AW5 D1.1 "STRUCTURAL WELDING CODE - STEEL° RCSC "SPECIFICATION FOR STRUCTURAL. JOINTS USING A325 OR 4490 BOLTS" MATERIALS. 2 AND LESS +/- I/2 ° MORE THAN 2" THRU 4" +/- 1" MORE THAN 4" +/- 1 1/2° SHRINKAGE. PERFORM SHRINKAGE TESTS IN ACCORDANCE WITH ASTM CI51 PRIOR TO FABRICATION, BETWEEN POSTS AND BEAMS TO ENSURE AGAINST UPLIFT AND LATERAL DISPLACEMENT. HOLES AND NOTCHES. CONFORM TO IBC SECTIONS 2308.9.10, 23085.2 AND 2308.10.4.2. SUBSTITUTIONS. CONTRACTOR MAY PROPOSE SUBSTITUTIONS FOR MODIFIED 45 FOLLOWS. ALL MEASUREMENTS SHALL BE RECORDED AND SUBMITTED WITH LABORATORY REPORT TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. 1. REMOVE SPECIMENS FROM MOLDS AT 23 HOURS ± I HOUR 2. SUBMERGE SPECIMENS IMMEDIATELY IN LIME - SATURATED WATER AT 13 °F ± 3 °F. 3. REMOVE SPECIMENS FROM WATER AT 30 MINUTES AND MEASURE THE INITIAL LENGTHS. IMMEDIATELY RESUBMERGE IN LIME - SATURATED WATER AT 13°F ± 3 °F FOR 1 DAYS. 4. REMOVE SPECIMENS PERMANENTLY FROM WATER AT 1 DAYS AND MEASURE LENGTHS. 5, STORE SPECIMENS AT 50% ± 4% RELATIVE HUMIDITY, AND 13°F ± 3°F. 6. MEASURE SPECIMENS 1, 14, 21, AND 25 DAYS AI- I ER THE 1 DAY WATER CURE. 25 DAY MEASUREMENTS (35 DAYS TOTAL INCLUDING THE 1 DAY WATER CURE) SHALL BE LESS THAN THE SPECIFIED SHRINKAGE LIMIT. SHAPES AND PLATES: WIDE FLANGE, NT AND CHANNEL SHAPES SHALL BE MODIFICATIONS TO MIXING, TRANSPORTING, PLACING, AND CURING PROCEDURES DURING PERIODS OF HOT, COLD, OR WINDY WEATHER IN ACCORDANCE WITH ACI 301. CONSTRUCTION JOINTS. CONFORM TO ACI 301, SECTION 2.2.2.5 AND SECTION PROPRIETARY PRODUCTS SHOWN ON DRAWINGS. ENGINEER MAY REQUEST PAYMENT FOR REVIEWING THESE SUBSTITUTIONS, ASTM 4992. ALL OTHER SHAPES AND PLATES SHALL BE ASTM A36 UNLESS NOTED OTHERWISE ON THE DRAWINGS, RECTANGULAR 4 CIRCULAR STRUCTURAL TUBING: ASTM A500, GRADE B. — BOLTS: ASTM A301, (EXCEPT HIGH STRENGTH BOLTS). 5.3.2.6. KEYWAYS SPECIFIED IN SECTION 2.2.2.5.b ARE NOT REQUIRED UNLESS SPECIFICALLY SHOWN. SPECIAL BONDING METHODS SPECIFIED IN SECTION 5.3.2,6 ARE NOT REQUIRED UNLESS SPECIFICALLY SHOWN, SUBMIT PROPOSED JOINT LOCATIONS TO ENGINEER 1=0R REVIEW PRIOR TO CONSTRUCTION. TESTING. TESTING SHALL CONFORM TO THE FOLLOWING: TRENGTH BOLTS: ASTM 4325. INSTALL IN ACCORDANCE WITH RCSC r� IIII'' EA I1 5 � 11 1C,�t 7 WOO JOISTS 4 pon "SPECIFICATION ". "SPECI ANCHOR RODS: ASTM F1554. REFERENCE STANDARDS. SHOP FABRICATED WOOD JOISTS, BEAMS, it POSTS MAKE ONE TEST FOR EACH 150 CU YD, OR 5,000 5Q. FT. OF SURFACE AREA, FOR EACH MIX PLACED EACH DAY. A "TEST" SHALL BE THE AVERAGE STRENGTHS OF TWO CYLINDERS MADE FROM THE SAME SAMPLE AND TESTED AT THE SPECIFIED AGE. ADDITIONAL CYLINDERS MAY BE MADE FOR INFORMATION FOR POST- TENSIONING, FORM REMOVAL, STRENGTH DEVELOPMENT, OR OTHER PURPOSES. CONCRETE 15 ACCEPTABLE IF 1) NO TEST FALLS MORE THAN 500 P51 BELOW THE SPECIFIED STRENGTH, AND 2) THE AVERAGE OF ANY 3 CONSECUTIVE TESTS DOES NOT FALL BELOW THE SPECIFIED STRENGTH, CONCRETE NOT MEETING THE ABOVE CRITERIA MAY BE SUBJECT TO FURTHER TESTING OR REMOVAL AT CONTRACTOR'S EXPENSE. THE ENGINEER MAY REQUEST PAYMENT FOR REVIEWING THE ADEQUACY OF THE CONCRETE IN QUESTION. WELDING. CONFORM TO A1 D1.1. WELDERS SHALL BE CERTIFIED IN SHALL CONFORI`1 TO ALL REQUIREMENTS OF THE FOLLOWING DOCUMENTS, EXCEPT AS MODIFIED BELOW: IBC CHAPTER 23 APPLICABLE ICC RESEARCH REPORTS MATERIALS. MEMBER SIZE, SPACING AND INSTALLATION DETAILS SHALL BE ACCORDANCE WITH ANS AND WABO REQUIREMENTS. USE E10 ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED. FABRICATION. FABRICATE STEEL IN A SHOP LICENSED BY THE APPROPRIATE GOVERNMENT AGENCY. SHOP PAINTING. STEEL CONCEALED BY BUILDING FINISH OR IN CONTACT WITH AS SHOWN ON THE STRUCTURAL DRAWINGS. INSTALLATION. INSTALL MEMBERS, INCLUDING TEMPORARY AND PERMANENT CONCRETE NEED NOT BE PAINTED. ALL OTHER STEEL SHALL BE GIVEN ONE COAT OF SI-10F PAINT, N ACCORDANCE WITH SECTION M3 OF THE AISC "SPECIFICATION" AND THE AISC "CODE" SECTION 6.5 UNLESS NOTED. FABRICATOR SHALL ENSURE THAT PAINT IS COMPATIBLE WITH SPRAY APPLIED FIREPROOFING WHERE APPLICABLE. TOLERANCES. ERECT STEEL WITHIN THE TOLERANCES DEFINED IN OF THE BRACING, IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND SHOP DRAWINGS. SUBSTITUTIONS. CONTRACTOR MAY PROPOSE SUBSTITUTIONS FOR PROPRIETARY PRODUCTS SHOWN ON DRAWINGS. ENGINEER MAY REQUEST PAYMENT FOR REVIEWING THESE SUBSTITUTIONS, ti liziA 7 Imo. L / CORRECTION LTR# nult:::61-7 ` FEB —1 2008 PERMIT CENTER AISC "CODE" SECTION 1.11. EPDXY ANCHORS. ANCHORS EMBEDDED IN CONCRETE SHALL BE 4301 OR 436, UNLESS NOTED OTHERWISE. INSTALL WITH SIMPSON SET OR APPROVED ALTERNATE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC- IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS EXCLUSIVE PROPERTY OF PENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENIS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEM THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS 'ISSUED FOR CONSTRUCTION' AND SIGNED / SEALED BY THE ARCHITECT. j o FY s Cabal Cali a3'0 L wow:. STRUCTURAL ENGINEERS Cary Kopczynski & Company 10500 NE 8th Street, Ste 800 Bellevue, WA 98004 -4351 Phone: (425) 455 -2144 Fax: (425) 455 -2091 www. ckcps. corn THE DESIGN AND CONCEPTS SHOWN HEREIN ARE THE PROPERTY OF CKC INC. THEY MAY NOT BE USED OR COPIED IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF CKC INC. JAN 25/08 /� Response to Correction CYW / \ Letter #1 DEC 5/07 ISSUED FOR PRICING OCT 31/07 ISSUED FOR BLDG PERMIT SUBMITTAL REVISIONS DATE DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE Tukwila, WA SHEET TITLE: GENERAL NOTES DESIGN CRITERIA FILE NO.: 0730A DATE: JUN. 2007 SCALE: AS NOTED DRAWN BY: RA CHECKED BY: TS NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. SHEET NO .01 RA BY CURT- I I fl ASSURA NCE / SPECIA NECTION ABBREVIATION'S -- g ; ..--, \,',. i ce- ��._ t ' ` " ''''" COD L ' a - "T; ? '' , -^ , - T )D74 2 ' _ ;. i r -;. . ,.. �� , _ Y RECEIVED FEB - 12008 PERMIT CENTS` QUALITY ASSURANCE PLAN: PER THE REQUIREMENTS OF IBC SECTION SOILS TESTING AND SPECIAL INSPECTION REPORTS. TESTING AND SPECIAL INSPECTION AB A?? ADDIT'L ADJ ALT ANCH APPROX ARCH b or SOT BLDG BLKG SM SRG BTWN CJ CANT CLR CMU COL COMP CONN CQNST CONT GOORD GTR CTRD d DSL DET DIA DIM DIN DRWG DWL DWLS (E) or EXIST EN EA EF EXP JT EL ELECT ELEV EMBED ENG EQ EQUIP EXP EXT FD FF FDN FIN FIN GR FLR FR`1G FTG GIAIB GALV GEOTECH GR GR BM GRND h HC HDR I-IGR HT HORIZ HVAC ID IF IN INFO INT JST JT - L SOD G CP GA HISS PBS LLH LLV ' GENERAL KIP(5) POUNDS LOCATION LONGITUDINAL LEVEL MATERIAL MAXIMUM MECHANICAL MANUFACTURING MANUFACTURER MINIMUM M INIMUM ANEOUS NEW NOT APPLICABLE NEAR FACE NOT IN CONTRACT NOT TO SCALE NUMBER ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPENING OPPOSITE PLATE PROPERTY LINE PARKING STRUCTURE PARTIAL or PARTITION PENETRATE or PENETRATION PERPENDICULAR PREFABRICATE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT POLYVINYL CHLORIDE QUANTITY RADIUS REFERENCE REINFORCING (MENT) REQUIRED RETAINING ROUGH OPENING SQUARE FOOT SLAB -ON -GRADE SCHEDULE SECTION SHEET SIMILAR SPECIFICATION SQUARE STANDARD STORAGE STRUCTURAL or STRUCTURE SUSPENDED SYMMETRICAL TOP TOP AND BOTTOM TOP OF TOP OF NALL THICK (NESS) TRANSVERSE TYPICAL UNLESS NOTED OTHERWISE VERTICAL WITH WITHOUT WIDTH WORK POINT WEIGHT YAW - MACHINE BOLT PARTIAL PENETRATION STAINLESS STEEL STEEL TOP OF STEEL TUBE STEEL WIDE FLANGE WELDED HEADED STUD ! ANCHOR BOLT ABOVE FINIS -4 FLOOR ADDITIONAL ADJACENT ALTERNATE ANCHOR APPROXIMATE ARCHITECT BOTTOM BUILDING BLOCKING SEAM BEARING BETWEEN CENTERLINE CONSTRUCTION JOINT CANTILEVER CLEAR CONCRETE MASONRY UNIT COLUMN COMPRESSION CONNECTION CONSTRUCTION CONTINUOUS COORDINATE CENTER CENTERED DEEP or DEPTH DOUBLE DETAIL DIAMETER DIMENSION DOWN DRAWING DOWEL DOWELS EXISTING EACH WAY EACH EACH FACE EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR EMBEDMENT ENGINEER EQUAL EQUIPMENT EXPANSION EXTERIOR FLOOR DRAIN FINISHED FLOOR FOUNDATION FINISHED) FINISHED GRADE FLOOR FRAMING FOOTING GYPSUM WALL BOARD GALVANIZED GEOTECHNICAL GRADE GRADE BEAM GROUND HEIGHT or HIGH HANDICAP HEADER HANGER HEIGHT HORIZONTAL HEATING, VENTILATION, AIR CONDITIONING NSIDE DIAMETER NSIDE FACE NCH NCLUDE NFORM4TION NTERIOR JOIST JOINT STRUCTURAL lbs LOG LONGIT LVL MAT'L MAX MECH MFG MFR MIN MSC (N) NA NF NIC NTS NO or 4 oc OD OF OPNG OPP 113 PL PS PART PENS PERP PREFAB PSF PSI PT. PVC QTY RAD REF REIN? REQ'D RET RO SF or SQ FT 5OG SCHED SECT 51-1T 5IM SPEC SQ STD STOR STRUCT SUSP SYM t tab or t/b TO TOW THK TRANS TYP UNO VERT w/ wo w NP NT YD STEEL S I EEL QUALITY ASSURANCE SHALL SE PROVIDED 11052 AND AS NOTED HEREIN, REQUIRED VERIFICATION AND INSPECTION OF REPORTS SHALL SE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK 15 PERFORMED ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO OWNER, CONTRACTOR, BUILDING OFFICIAL, ARCHITECT, AND STRUCTURAL ENGINEER. STRUCTURAL OBERV,4TION. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY VERIFICATION AND INSPECTION: PERIOD REFERENCES 1. PRIOR TO PLACEMENT OF PREPARERD THE SPECIAL INSPECTOR SHALL DETERMINE THAT THE SITE HAS BEEN PREPARED IN ACCORDANCE WITH THE APPROVED SOILS REPORT. 2. DURING FILL PLACEMENT AND COMPACTION OF FILL MATERIAL. 3. EVALUATION OF IN -PLACE DENSITY OF COMPACTED FILL. ST L GOr15TRI�GtION FILL, 5 IBC 1104.1 5 5 PERIOD REFERENCES THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 11ID9. STRUCTURAL OBSERVATION SHALL SE PERFORMED AS FOLLOWS: - PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES. - REVIEW OF TESTING AND INSPECTION REPORTS. - REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. CONTRACTOR'S STATEMENT OF RESPONSfBILITf. GENERAL CONTRACTOR SHALT VERIFICATION AND INSPECTION. SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RE5PONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE THE FOLLOWING: - ACKNOWLEDGEMENT OF AWARENESS OF REQUIREMENTS OF QUALITY ASSURANCE PLAN. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN - CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL. APPROVED SUBSTITUTIONS_ SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET 1. MATERIAL VERIFICATION OF HIGH - STRENGTH BOLTS, NUTS, AND WASHERS TO P2 AISC A50 SEC. A3.4 RISC LRFD SEC. A3.3 P3 -- a) IDENTIFICATION MARKINGS TO CONFORM ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. b) MANUFACTURER'S CERTIFICATE 01= COMPLIANCE REQUIRED, 2. INSPECTION OF HIGH - STRENGTH BOLTING. a) SEARING -TYPE CONNECTIONS_ P2 .4150 LRFD SEC. M2.5, IBC 1104.33 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL. THE REQUIREMENTS OF THESE GENERAL NOTES AND THE SPECIFICATIONS, AND IF COMPLETE WRITTEN ENGINEERING DATA FOR EACH CONDITION REQUIRED FOR TI-115 PROJECT 15 PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS PRIOR TO BID DATE AND APPROVED WRITTEN ADDENDA BY THE ARCHITECT. DATA 15 TO INDICATE CODE BASIS BY YEAR, AUTHORITY FOR STRESSES AND STRESS INCREASES, IF ANY, AND AMOUNT OF EXPECTED DEFLECTION FOR FLEXURAL MEMBERS UNDER (I) TOTAL LOAD AND (2) LIVE LOAD ONLY. ALL INCREASED COSTS IN MECHANICAL, SPRINKLER, ELECTRICAL, OR GENERAL INSTALLATION AND ANY ARCHITECTURAL OR STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE GENERAL CONTRACTOR SHOP DRAWINGS. THE FOLLOWING SHOP DRAWINGS /SUBMITTALS SHALL SE a) IDENTIFICATION MARKINGS TO CONFORM TO P ASTM A6 OR ASTM .4 TM STANDARDS SPECIFIED IN THE A565, IBC 1708.4 APPROVED CONSTRUCTION DOCUMENTS. b) MANUFACTURER'S CERTIFIED MILL TEST P3 ASTM A6 OR ASTM REPORTS. A565, ISC 1708.4 4. MATERIAL VERIFICATION OF WELD FILLER PROVIDED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. STRUCTURAL BUILDING MATERIALS. TO P3 AISC, LFRD, SECTION 43.5 AISC, ASD, SEC .6 P3 -- C ANS D1.l, IBC 1704.3.1 C ANS DI.1, IBC 1704.3.1 C ANS D1.1, IBC 11043.1 than P2 ANS D1,1, IBC 1104,3.1 P2 ANS D1.3 OF P2 ANS D1,4, ACI318 3.5.2, IBC 1903.5.2 PI ANS D1.4, ACI318 35.2, ISC 1903.5.2 C ANS D1.4, ACI318 3.5.2, IBC 1903.5.2 Pl 4+45 D1,4, ACI318 3,5.2, IBC 1903.5.2 PERIOD REFERENCES a) IDENTIFICATION MARKINGS TO CONFORM ANS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS. Id) MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. 5. INSPECTION OF WELDING. ENGINEER DEPARTMENT 1. CONCRETE MIX DESIGNS X X 2. REINFORCING STEEL SHOP DRAWINGS X 3. STRUCTURAL STEEL X X SPECIAL INSPECTION. SPECIAL INSPECTION SHALL BE PROVIDED BY AN a) STRUCTURAL STEEL: 1, COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. 2. MULTI -PASS FILLET WELDS. 3. SINGLE -PASS FILLET WELDS g reater than 5 /16 ". 4. SINGLE -PASS FILLET WELDS less 5 46`. 5. FLOOR AND DECK WELDS. b) REINFORCING STEEL: 1. VERIFICATION OF NELDASILITY REINFORCING STEEL OTHER THAN ASTM 4106. 2. REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR HALLS AND SHEAR REINFORCEMENT. 3, SHEAR REINFORCEMENT. 4. OTHER REINFORCING STEEL. CONCRETE GONStFd1GTION INDEPENDENT TESTING LABORATORY PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION AND THE CONTRACT DOCUMENTS. TI-4E SPECIAL INSPECTION FIRM AND THE INSPECTOR SHALL SE APPROVED BY THE BUILDING OFFICIALS. THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS AND A FINAL SIGNED REPORT TO THE BUILDING O FOR THE ITEMS LISTED IN THE QUALITY ASSURANCE /SPECIAL INSPECTION SECTION. LEGEND: C CONTINUOUS INSPECTION PI PERIODIC INSPECTION PRIOR TO CONC. PLACEMENT P2 PERIODIC INSPECTION PRIOR TO INSTALLATION OF ELEMENT P3 PERIODIC INSPECTION PRIOR TO USE ON PROJECT (ONCE ONLY) P4 PERIODIC INSPECTION AT LEAST ONCE A DAY P5 PERIODIC INSPECTION AFTER ELEMENT 15 IN PLACE 5 VERIFY WITH SOIL ENGINEER T MATERIAL TEST REQUIRED NOTE: REPORTS 5HALL BE SUBMITTED TO ENGINEER A DAILY BA5 VERIFICATION AND INSPECTION: I. INSPECT BOLTS TO BE INSTALLED IN C IBC 1912.5 CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE. 2. VERIFY USE OF REQUIRED DESIGN MIX. PI ACI 318, CI-14.5.2-5.4 IBC 1904, 1905.2- I90.4, 1914,2, 1914.3 3. AT THE TIME FRESH CONCRETE IS C ACI 315: 5.6, 5.8 SAMPLEDTO FABRICATE SPECIMENS FOR ASTM 0112, C31 STRENGTH TESTS, PERFORM SLUMP AND AIR IBC 1905.6, 1914.10 CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. 4. INSPECTION OF CONCRETE AND C ACI 315: 5.9, 5.10 SHOTCRETE PLACEMENT FOR PROPER IBC 1905.9, APPLICATION TECHNIQUES. 1905.10, 1914.6, 1914,1, 1914.5 5. INSPECTION FOR MAINTENANCE OF SPECIFIED P4 AGI 318: 5.11 -5.13 CURING TEMPERATURE AND TECHNIQUES. IBC 1905.11, 1905.13, 1914.9 TESTING AND SPECIAL INSPECTION REPORTS, TESTING AND SPECIAL INSPECTION ANGLE BOTTOM OF DECK CHANNEL COMPLETE PENETRATION GAGE or GAUGE NIGH STRENGTH BOLT HOLLOW STRUCTURAL SECTION LONG LEG HORIZONTAL LONG LEG VERTICAL I MB PP 55 STL TOS TS W or WF N145 I REPORTS SHALL BE PREPARED FOR EACH WHENEVER WORK IS PERFORMED ON THAT ITEM. TO OWNER, CONTRACTOR, BUILDING OFFICIAL, ENGINEER. STRUCTURAL OBERVATION. STRUCTURAL OBSERVATIONS INSPECTION ITEM ON A DAILY BASIS REPORTS SHALL BE DISTRIBUTED ARCHITECT, AND STRUCTURAL SHALL BE PERFORMED BY DESIGNATED REPRESENTATIVE IN OBSERVATION SHALL BE PERFORMED STRUCTURAL SYSTEMS FOR GENERAL AT SIGNIFICANT CONSTRUCTION REPORTS. EACH SITE VISIT AND SHALL SE THE STRUCTURAL ENGINEER OF RECORD OR ACCORDANCE WITH IBC 1109. STRUCTURAL AS FOLLOWS: - PERIODIC VISUAL OBSERVATION OF CONFORMANCE TO CONSTRUCTION DOCUMENTS STAGES. - REVIEW OF TESTING AND INSPECTION - REPORTS SHALL BE PREPARED FOR DISTRIBUTED TO ARCHITECT. THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY AU. DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS EXCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENTS TURCO ARCHITECT INC -, IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS ISSUED FOR CONSTRUCTION' AND SIGNED / SEALED BY THE ARCHITECT. OEYS 1 - . Global Grill any L oonge STRUCTURAL ENGINEERS Tukwila, WA THE DESIGN AND CONCEPTS SHOWN HEREIN ARE THE PROPERTY OF CKC INC. THEY MAY NOT BE USED OR COPIED IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF CKC INC. DEC 5/07 OCT 31/07 DATE Cary Kopczynski & Company 10500 NE 8th Street, Ste 800 Bellevue, WA 98004 -4351 Phone: (425) 455 -2144 Fax: (425) 455 -2091 www.ckcps.com JAN 25/08 A Response to Correction CYW \ Letter #1 SHEET TITLE: ISSUED FOR PRICING RA RA ISSUED FOR BLDG PERMIT SUBMITTAL REVISIONS Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca DENIS TURCO ARCHITECT PROJECT TITLE: JOEYS SOUTH CENTRE BY QUALITY ASSURANCE/ SPECIAL INSPECTION & ABBREVIATIONS FILE NO.: 0730A DATE: JUN. 2007 SCALE: AS NOTED DRAWN BY: RA CHECKED BY: TS NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. SHEET NO.: S "I • 02 0 \ 1+. — jar L_J mou1N1a4i.T F J tL �h _ Icon (N) I-15S i i -- I 6x ,x1/4 POST 1 2x10 GOVT (E) 1 1� (N) 1-155 12xE 4x14 x /2 5" THICK CONIC 51_43 ON GRADE W/ *4 a 18 "oc E>4 NAY, REF DET 11/53.01 FOR 4DD IT'L INFO (N) 1-155 6x6xI/4 POST 6x6 POST, TYP, UNO CV 0 a 2x12 x 0 5101 El X ry CV X N CV X CV 3 2x2 X - I- co x (N) 1-155 3 I2x6x1/2 2 -2x12 SLOCKINCx, TYP, UNO X CV CV X CV X CV ti x CV _ � l J 3' L.! 1L1 >s 4' -0" f TYP f II ® ®II 9 L_1 2x12 L1 } CO CV • X CV CV Cr CV (N) 4x6 POST 2x12 1SLKG, TYP 00i P,4T I O ROOF tiiL44N I /8" - Ice)" (N) 1 -155 6x6x1/4 POST (E) W16x26 N) 1-155 6 1-155 6x6xI /4 POST, TYP AT GRIDLINE 'N' PROVIDE 6 -16 GA MN STUD AT EA SIDE OF 2x12, REP DET 7/53.01 FOR ADDIT'L INFO, TYP 2x 0 CONT 2 xbx1 /2 4x14 TYP 8 . 3 T L : TYP (i4) 1-155 6x6x1/4 F•ST 53.01 4x14 :n (E TYP / :'Y/Z L Z/ L/ .43 k12x22 • //' / /1' /, 7 4x10 OR 2 -2x10, TY UNO, REF ARG1�'L, T11 C V �o • (E) S" THICK CMU WALL DO1 Doi 18 REVISION N0:1 RECEIvig APR 17 Mud PERMIT CEN rh THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS EXCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENIS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS 'ISSUED FOR CONSTRUCTION' AND SIGNED/ SEALED BY THE ARCHITECT. j0EYS Goi: b l Grrl1 5fIC L. cikan9e STRUCTURAL ENGINEERS Cary Kopczynski & Company 10500 NE 8th Street, Ste 800 Bellevue, WA 98004 -4351 Phone: (425) 455 -2144 Fax: (425) 455 -2091 www.ckcps.com THE DESIGN AND CONCEPTS SHOWN HEREIN ARE THE PROPERTY OF CKC INC. THEY MAY NOT BE USED OR COPIED IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF CKC INC. JAN 25/08 Tukwila, WA SHEET NO MAR 27/08 /� CONNECTION CYW / ` REVISIONS FEB 29/08 A FRAMING & CONN JAT 3 REVISIONS DEC 5/07 OCT 31/07 ISSUED FOR BLDG RA PERMIT SUBMITTAL DATE REVISIONS BY FILE NO.: DATE: SCALE: DRAWN BY: CHECKED BY: Response to Correction CYW Letter #1 ISSUED FOR PRICING RA DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE SHEET TITLE: PATIO ROOF 0730A JUN. 2007 AS NOTED RA TS NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. 2.01 ' I -1 G %//) WT: 4100 LBSS/ / /7 //J 53.02 S" PVC UP INTAKE (E) 1Al24x60 AIR, 200 L65 (C> 4421x50 S" DIA 5 VENT UP TO POWER VENT A ROOF, 200 LISS (E) 412x14 (E) (N) L5x3xg (LLV) TYP LNO 12x14 TYP (E) 412x14 (E) 415x35 PVC UP EXI-4 AIR, 200 LBS (E) 424x16 (E) 414x26 (E) 414x26 (E) 424x55 (E) 421x50 (E) 416x31 (E) 416x3) (E) WI6x3I MECHANICAL LOUJ ROOF FRAMING PLAN I/Sn - II ^0n (E) 416x31 (N) L5x3x3 /5 (E) 112x16 W7:300 LBS in (N) L5x3x3 /0 TYP X z (E) W24x6S (N 410x15 /v R11.1-2 /VYT: 270 it1 X 3 z x 3 (N N1(2)x15 (E J 146x31 (1\ (N 53 TYP ) 410x15 ) 410x15 X 3 _ ) 416x26 z (E) 412 (N)L5x3x3 /S (E) 412x16 (N) 410x15 3 (N) (N) 16 L5 x3/ 1A1 x15 25'DIA DOVM (E) 440x103 x 3 (E) COMPOSITE CONIC DECK (VERIFY) (N) L5x3x3 /0 (N) L5x3x3 /0 (E) 421x44 (E) W21x x 3 MECHANICAL HIGH ROOF FRAMING PLAN van .1 s rAi r r. D0i4/8 ! per RE-CUP! FEB -1 Z006 PERMIT CEN1 EE THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORN AND IS HELD RESPONSIBLE FOR REPORRNG ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT WC. IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS EXCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENIS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCFUTECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS 'ISSUED FOR CONSTRUCTION' AND SIGNED/ SEALED BY THE ARCHITECT. o G obal Grail and Lounge STRUCTURAL ENGINEERS Cary Kopczynski & Company 10500 NE 8th Street, Ste 800 Bellevue, WA 98004 -4351 Phone: (425) 455 -2144 Fax: (425) 455 -2091 www.ckcps.com THE DESIGN AND CONCEPTS SHOWN HEREIN ARE THE PROPERTY OF CKC INC. THEY MAY NOT BE USED OR COPIED IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF CKC INC. JAN 25/08 n DEC 5/07 OCT 31/07 DATE Response to Correction CYW Letter #1 ISSUED FOR PRICING RA RA BY ISSUED FOR BLDG PERMIT SUBMITTAL REVISIONS DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 F: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE Tukwila, WA SHEET TITLE: MECHANICAL ROOF FRAMING PLAN FILE NO.: DATE: SCALE: DRAWN BY: CHECKED BY: NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. SHEET NQ 0730A JUN. 2007 AS NOTED RA TS 2.02 0 is 2 x12, REP SIMPSON 434 ANGLE e EA SID O F 2 METAL (E) W24 a _ - P-, , 4, l VERIzY) l I } 4x10, REF ARCH'L �-__ _ ___ -_ I 1 0 ' -.4-3/4 l'�/E1F71 J (E) W24 W21 6" ~ METAL STUDS 1 I , _ 5 w , Y , z : 16D COMMON MN r WIRE NAILS e 1S "oc -t ( STAGGERED l BTWN EA 2x) (E) W24 OR W21 BEAM, OR 4 H21 BEAM I - - I . i= I � '' °, . OR BEAM REP PLAN ; r . -- fl ' y I 2x12 GONT i- - - - - 1 h. �.....,.. �.,.,., �. .... «.�,�..�,r,.,,.,...y.,... -. � I� I ' I - �- p - - - r - _ ; 1 A 1 _._�_._ _. a 2x10 CONT w/ MIN �• 5 - *5 SCREWS 0a EA STUD 2- 6@05162 -43 9 I ' _- `. Fes•, � y�= � �' - _ _...' P _ -- ° I I SECTION � � T I- 1 ( I I� I I � w / ,' 1 +- SECT T - - / ' I � } I i i ! I . ! I I r( ! il. i i;u STONE CLADDING, REP ARG�4'L 3 ��,g¢ycgr�:: • :. cca: , s •.r,: •::: •.. -. . I I II I 1 1..1.-�" FRAMING R4 BY OTHERS 2x10x2' - @" LONG REINF AT I w ONE SIDE OF 2 -2x12 w/ 3 -ROW 01= 16d COMMON WIRE NAIL 6 6 "oc I I I : R4MING BY OT�4ER5 3 � f ROOF, REF ARC 2x12 GOVT, REP PLAN \ e SIMPSON L90 4 - .... o } }} a I ._. - _ -_ - ,- -� -z-:-------,,E _. _ 2 . — �1I I 3 (/2x14 PSL, REF PLAN 2 M IN METAL STUD SECT I 1 EACH SIDE OF 4x14 1� 1� _ SECT SIMPSON L9@ 4 I I I I ; !' ! n I I f CUT 2 -2x12 A5 REQ'D FOR DRAINAC GUTTER 4CH SIDE OF 4x14 4x1 @, 4RGH'L 6 00T2 00-54 GOVT SLOTTED TRACK w/ 0.145 DIA POWDER 'A' I � I l = ._ 11.� - - . .- - - 3 4' 14x1 @, REP ,4 C1-'L EA 2x12, INI =ILL w/ 6005162 -43 e " 16 o_c. MAX O , , REP A II1� ; /� ACTUATED FASTENERS e 16 "oc FASTENERS MIN , . . • - - ' e SIMPSON CJT6 -6" BY OTHERS / \ � k CONCEALED TIES, TYP E4 SIDE OF - - ... — n 4x10, REF 1 PLAN J DETAIL -2x12 C4OP CO.NECON1 ME TAL SIGN, REF ARCH'L DETIJ �= x �t�CKINGS, R PLAN 2 2x12, PLAN r 4x14 z E ` � r �^" ti- ` ` r �,. �. ^ r� 2x12 CONT w/ 5-' SCREWS 0 EA STUD REF PLAN L9 9 2x10 CONT w/ MIN 5 -*5 SCREWS 6 E4 STUD 1EW S CO44ECTO4 6@ @5162 -43 r- !r 6" MIN J METAL STUDS BY ' ,r OTHERS J 2-6005162-43 STUD e EA 2 -2x12, INFILL w/ 6005162 -43 16 'oc 1-155 12x6, SIMPSON S IM P SON E4 SIDE OF 2x12 . ° ° - - SIMPSON HL P ANGLE r 2x10 CONT , r 4x14, REF PLAN 600TI25 -43 CONT TRACK w/ 0.145 DIA POWDER 2x10 CONT 1 SECTION I ' REF PLAN \ SECTION! r L N I! I STOREFRONT CONTRACTOR 1 TO ALLOW MIN I/2" VERT MOVEMENT ~L� CANOPY coco I Il l ! ACTUATED FASTENERS 16 "oc (STAGGERED) ETE1 6x6 POST, REF' PLAN Q TREJI S COt'.N E TI 1 1..1.-0. E T I S CONJNECTONI 1 11. 1 ' - DETIi 11 4 0 1/2 1' -,(/r1 1 ; 11-0" 1 /211 , 1' -/9y11 1 /2" _ 1 1_ /9 ' 1/2" : 11_0B v 0 _.l,' 314° __ -- (VERP r) 9 - . W21 n 0 (E) COMPOSITE DECK -S 3/4° - -- ( VERIFY) • f \ a WELD w/ \ - 1' -S 3,4" - ..7, R, - ) a �' 3/16 > < (E) CONT ANGLE L5x5x1/4 AT EA SIDE OF (N) POST w/ VERT (E:) W16 BEAM ^..... _. _ . <s . i .. ,. N 4N CONT BEYOND, REP PLAN L4x4x12 GA x S" LONG w/ ACTUATED FASTENERS ROOFING, REP ARCH'L SIMPSON A34 SIMPSON L90, TYP, UNO 2x12 GOVT, � II : I ;' ; r a 11 ! ill' Il' t I1'' I I I ' III; I!r i (E) W24 OR SEAM °Q �...• :. r " 1 1 r y' ,.'"� � �' l 1.... t (E) STEEL ANGLE (VERFIY) - =' ^ ° - / i / -� �. 1/2° SLOTTED HOLE FOR 3/4' �.. -� .... - .• z...v., ........• .. ,. ... � . o �`�_ _' �- " -.��- 1 1' . - . ° ���. a DIA THRU BOLT 1 - — °I ' Q ° 6 ° a ° �^ _ V �� � I �. 1 1 NUG412 CUT 2 -2x12 A5 REQ'D FOR DR41N4GE GUTTER _ I S o I c ' r• - -- �1 • a • � k ..z ......... . ... � � _ -- - --- .._._..- ._ .... _: , _.__ ��` A STONE CLADDING, REF ARC) -I'L I ANGLE, TYP "" L6x4x1/2 (LLV) E4 SIDE OF POST w/ SHORT SLOTTED POLES FOR 2 -3/4u DIA 4325 THROUGH BOLTS. PINCHER TIC TACK WELD NUTS FA 51MPSON 4x10, REF PLAN 434 / ANGLE E4 / SIDE OF 4x1@ I 0 I I 6 @ @T125 -68 CONT TRACK w/ 0.145 DIA POWDER ACTUATED „ FASTENERS a 6 oc (STAGGERED) I • I I . I I I/4 � j; 1 _ n- r 16GA MIN METAL — i � 1- I�1 : I ` I 6@ @5162 e 16 "oc I 1 (E1 W12, 4 REF PLAN N 162 -43 0 = _ 1/4 TO� EL � 3 /2x14 P5 P51_, , REP PLAN SIMPSON 1-L55 6" STUDS BY OTHERS a EA SIDE OF 4x15 SECT , I I 4x14, REF PLAN 0 4x14, REF ` w ' PLAN -43 5 *10 SCREWS TYP I y /�•' REF 1/53.01 FOR INFO NOT SHOWN \ 5 2-2x12, REF PLAN _Iii �-- ARCH L PC ANGLE, TYP 4x14, REF PLAN -, TRACK 1-455 12x6, REF PLAN L3x3xl /4 ERECTION ::: REQ'D POST w/ 1/4" TRICK CAP FE " „ , � II 1 --- ,. �.���.�` % ^- ti'%� --- ,^ 1� a^"'�4` 1 - I I 21/32, TYP 6 AT E4 POST 6x6 POST, TYP `L� CONCEALED TIE, 4x14, REF PLAN � . 6" 16G4 MIN METAL 6 00TI25 -68 CONT PROVIDE VERTCLIP BY STEEL , • , g I� 4x6 POST T.O (N) SLAB -ON- GRADE, REF DET 11/53,02 CNOY CONNECO�I L 4x14, REF PLAN HUGQ412 NETWORK AT EA END OF TRACK FOR CONNECTION w/ JAMB STUDS CEILING, REP 4RGH , 5 -1/4" DIA BOLTS E4 STUD ` I ! 15 I I STUDS AT EA SIDE OF 4x14 _ SECTION 'A' SECTION 1/4 TO (N) SLAB- ON- GRADE, REP DET 11/53.02 A 845E FR 1/2 x� xl -0 w/ z -�/8 D14 EPDXY ARGH'L (4 1/2" EMBED) 4 CANOPY CONNECTION A A \ I STORE FRONT CONTRACTOR � TO ALLOW 1/2" VERT DEFLECTION _ r NOTE: CONTRACTOR TO PROVIDE JOINT IN SHE E,4 ` END o>= CONT TRACK SIMPSON ABE46 POST 3/4" TI-1K GROUT BED - BASE w/ 5 /S" DIA EPDXY ANCH S Tla o �° �° o ° Q a � STEEL POST CONECTIOI\l I `a .. , ..0 4 OETIJ A - , e 1..1.-0. TRELLIS CONNECTON OE1I1 e STORE FRO1�T ATTCHMENT OETI1 _ OETIi rD OSTI /2" r0 0 3/4 = a 1 /2 = 1 ' -/'JS" s(/ 1/2 = 1' -0" 1 = 1 ' -0 ( /6 S(/ 1/2" = 1' -0" l'-0" w • � 10 - *6 VERTS 4 TIES ALTERNATE *0 �O' C9 '9�O Ce g r S \.° k #c � � � �`� w` Z' �� �- / ` 2 3 14 - #6 VERTS, ' `. „ TYP v n . ._ = �, TYP, ALTERNATE H O OKS CONIC P1TE EIJ 44 S 411/5 1 u_ , I WALL 2x4012OG °r . . (PROVIDE I -2x4 0 EA SIDE OF 6 POSTS) -------,„::: e 6' -0 "oc, TYP HOOKS \ N' 2 x 4 CONT, TYP �N ' _ 6x6 POST w/ SIMPSON 5P05T ASETYP IIb` ,p i "oc, BY OTHERS "oc I 2x4 12 TYP 4 SIDES s ! S T 12 DOWELS w/ STD 50° HOOK _Sr SLAB ON GRADE w/ *4 1 IS "oc 0 MID - DEPTH EH 3-M CONT HORIZ I I I I) ! ► SLAB ON GRADE w/ *4 e IS "oc 0 MID DEPTH EW REF ARCH'L II II 1 '' II :' 2 SLAB ON GRAD w/ *4 0 15 "oc ^a a 6 ij STOREFRONT, REF AR FLL EA WAY SECTION I ' ,. GRANULAR PILLSECT , NEB z :n ism - �� ,$) \ in _ ��. — — - zii�� �- 4 . A �,.T- � � � `�" �� �� a a� `�` ���` -� + � �f �a + e � �a �o� � \ ,. .�� - �� -�� e a a• a• a a s► a a• . +Aiwillt im� + M +ofel f ++M +� .- AN - .; .���� {r � -�� -_ +► • s+ �a a Nf��� � ���M. . .11r. �f N -- .. +����� a s Imo + �r +Y� `. r 0 - ` ►���������♦ ♦� .. .. I •� ♦i +i`i♦i♦i♦i•�i �� +..♦ +�����► �������� �� i a r r �r r r. r r r�r + � a'I��1� i � I I�1�I�; •�I I, I I�� 'I�a ► p v 1 W ...,„,„„,..,...,,,,..............,,, �� ♦�►♦ ,, &Tft , q ������►y�♦ ♦ � � �� �♦ 0 �������♦ \ \ 4 ° \ \ \\ \ 4 \ XPAND�DM ES POLYSTYRENE BLO CKS), 4 ' -0 �� /�\ �\ � "� / \ �! //\ J �� � / /� �i 1S" GEO -F04M EP5 / /\ (E) GRADE BEAM (EXPANDED (VERIFY) POLYSTYRENE B L OC KS) 61-415-0N-GRADE DETA I J IS" GEO -FOAM EPS \� (E) GRADE BEAM (EXPANDED (VERIFY) POLYSTYRENE BLOCKS) 6,-415- ONI -C ',40E DE1•IJ TYP / •( DEFJ 1 3/4" - 1' -0" 3/4" - 1' -0" , I 3/4" = 1' -m" 3/4" = 1' -0" , THE DRAWING MUST NOT BE SCALED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HEW RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS EXCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC., AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENIS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTION MUST BEAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS ISSUED FOR CONSTRUCTION' AND SIGNED / SEALED BY THE ARCHITECT. G obal GPM a'c Lour ;er STRUCTURAL ENGINEERS Tukwila, WA Cary Kopczynski & Company 10500 NE 8th Street, Ste 800 Bellevue, WA 98004 -4351 Phone: (425) 455 -2144 Fax: (425) 455 -2091 www.ckcps.com THE DESIGN AND CONCEPTS SHOWN HEREIN ARE THE PROPERTY OF CKC INC. THEY MAY NOT BE USED OR COPIED IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF CKC INC. MAR 27/08 /� CONNECTION CYW � REVISIONS FEB 29/08 Q FRAMING & CONN JAT REVISIONS JAN 25/08 Response to Correction CYW Letter #1 DEC 5/07 ISSUED FOR PRICING RA OCT 31/07 ISSUED FOR BLDG RA PERMIT SUBMITTAL DATE REVISIONS BY DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE SHEET TITLE: RECEWWEF DETAILS APR 1 7 2008 PERMITCENTEN FILE NO.: 0730A DATE: JUN. 2007 SCALE: AS NOTED DRAWN BY: RA CHECKED BY: TS NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. SHEET NO . 01 THE DRAWING MUST NOT BE SCALED, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS EXCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC„ AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENIS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTIDN MUST REAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS ISSUED FOR CONSTRUCTION" AND SIGNED/ SEALED BY THE ARCHITECT. OE G l>b f Grf11 an! l,:okJrtge STRUCTURAL ENGINEERS Cary Kopczynski & Company 10500 NE 8th Street, Ste 800 Bellevue, WA 98004 -4351 Phone: (425) 455 - 2144 Fax: (425) 455 -2091 www.ckcps.com THE DESIGN AND CONCEPTS SHOWN HEREIN ARE THE PROPERTY OF CKC INC. THEY MAY NOT BE USED OR COPIED IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF CKC INC. MAR 27/08 /� CONNECTION CYW / REVISIONS FEB 29/08 /� FRAMING & CONN JAT / REVISIONS JAN 25/08 A Response to Correction CYW 1 Letter #1 DEC 5/07 ISSUED FOR PRICING RA OCT 31/07 ISSUED FOR BLDG RA PERMIT SUBMITTAL DATE REVISIONS BY DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE Tukwila, WA SHEET TITLE: DETAILS FILE NO.: 0730A DATE: JUN. 2007 SCALE: AS NOTED DRAWN BY: RA CHECKED BY: TS NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. SHEET NO .02 i MECH ROOF TOP UNIT, REF FLAN I / I ' UNIT, REF R00>= TOP I PLAN I z A . _ - ._.. _ .... ...._ -- ......./ ROOFING, REF ARCH (N) MECH UNIT / CURB, BY OTHE'S 0,145 1 1/2" LONG ___/ (N) MECI -{ UNIT CURB BY OTHERS ROOFING, REF A CI4l� ' CURB ATTACHMENTS _ BY OTHERS (E) COMP DECK w/ GONG (VERIFY) DIA x POWDER ACTUATED FASTENERS a 12 "oc (STAGGERED AT EA SIDE OF BEAM WEB), TYP (E) COMP DECK wl GONG (VERIFY) CURB ATTACHMENT, BY OTHERS _______ _ (N) MECI4 UNIT CURB .—_r_._.. -- __ _ __.____.. ___ BY OTHER, REF MECI -4 ` DRAWING FOR CURB ATTACI-4MENTS TO (E) GONG SLAB (EJ COMP DECK w/ CONIC (VERIFY) — -_ _._ —__ .— .T —__ t . _ ____-- ..... . _..�_.�_- �.___- ._ SAWGUT (E) SLAB r ' AFTR PLACE ALL (N) r 'L` © © 0 N n 1 a I Q I- — 1 �` L © 4" , (N) W10 0.145 1 LONGS r > 1 0.145 DIA x 11/2" LONG I FONDER ACTUATED FASTNERS 12 "oc TYP AT EA BEAM AND ANGLE 1/4 J <TYP / TYP �a� rr1 r, - : (N) W10 BEAM, REF PLAN (N!) M BEAM, DIA x 1 /2" REF PLAN POWDER ACTUATED FASTNERS 12 "oc TYP REF DET 1/S3.02 AT EA ANGLE E (N) W10 BEAM, REF PLAN L5x3 (LLVJ BEYOND, REF PLAN C1�1 MI COtSI ETA I 1/4 5/16' THICK SI4EAR TAB w/ 2-1/a3" DIA A 325 BOLTS, TYP (E) FOR CONN INFO TO (Ni) 4M CONN ETA!L NF BEAM, REF PLAN (N) BEAM TO (E) BEAM CONN ETI1 0 I ,/2 1 - {j/ 11 ,1/211= 1' -�11 , 11/2" =11 -0" , SIMPSON SET OR BOT OF (E) GONG SLAB ` / \ 1 SOT OF (E) GONG SLAB 3625137 43 HANGER 4' -0 "oc, TYP ( /—!0°NTCOFSL(AEB) 4t/b CONT Y -JOINT ` n I ; EQUIVALENT EPDXY TYP AT EA CORNER HANGER `� BO OF T Cl L A Et CE) SLAB 1/2" DIA THREADED ROD ONE HEAVY ABOV DUTY NUT ONE ABOVE AND •..5.•.�Li�i .i. \ \ N j \ / \ /\ / / \/� — \ \ \ \ / \ /\ \ / \ / / •Q81ii n u FORM . +1 • 3625131 u / / / r • -SAVER /A / %/ MESH, HOLD TOP � ' , \ I ONE BELOW THE 3 /16V CTYP HANGING LE AT ANGLE xx EA CORNER OF . L33x3 /51' -0" LONG w/ HOOD 2 -3/S DIA " EXPANSION ANC HORS ( SIMPSON EMBED) IO DROP -IN OR EQUIVALENT w/ MIN 1 1/2" EMBED) L4x4x 12 GA ANGLE w/ 2 -3/8" DIA EXPANSION ANCHORS (SIMPSON DROP -IN OR EQUIV) TYP , 362513 KICKER KICKER e -� S , fi TYP 400513`1 -43 MAIN RUNNER e 4 -0 oc �� � I I // / . � • / / / / / / / / r / / 3625137 -43 / „ / � 4 - O oG r � (4)0 SCREWS M IN , TYP UNO 3625127 -43 TRACK BETWEEN EA HANGER, TYP WIRE HANGERS, BY OTHERS ACOUSTICAL T -BARS, \ / / / \ \ /\f \ \ r� \ ' � / OF MESH 3/4" „ 12 W TOP OF -43� / • I HANGE 4' -0 "ac, TYP 3625131 I I I I I I / / �� I L4x4x 12 GA ANGLE w/ 2 -3/8 DIA EXPANSION 3625131 -43 o MAIN RUNNER 4 ' -,0 "oc I I I I I \ I' ' I I I 1 ' I I I I 1 l � I 4 -�10 SCR1=W5 MIN, TYP L4x4x 12 GA A NGLE P / SIGN DIA EXPANSION (A51MP�ON DROP-IN OR EQ T YP SBLAB SLAB EDGE CONSTRUCTION JOINT -43 KICKER " S -0 oc, TYP AT D RE ONS 362513 - 1 -43 MAIN RUNNER . 4' -0°oc . I • I +I } � I 1 I I ANCHORS ( SIMPSON DROP EQUIV), 4 MIN, -IN OR TYP - °l0 SCREWS TYP SAWGUT DEPTH USE APPROVED FILLER TO A OFD /44 COLUMN OR WALL, REF PLAN 1/2" BITUMINOUS STRIP —__I' , ' 48. L3x3x3/8 KICKER TYP AT ALTERNATE CORNERS (TOTAL 4 REQ'D PER EA H HOOD) HANG ING ANGLE BY KITCHEN HOOD BY OTHERS HOOD M FR TYP AT EA (560 LBS MAX) . / CORNER OF HOOD �I I - + I I I I _ I I — — — -,- ' �� ___ y , I , I. l J 1 1 �� II J, I I4ANGER a 3625137 \ 362513 - 1 -43 CONT CONN w/ EA TOP MAIN RUNNER + N N LL E ST DS \__H__ :..... ;;.;a:�; -.. R, / r` \ ,...•. h�••ri• \ / \ .,...,., X••�j� / - 43 KICKERS TYP AT BOTH DIRECTIONS TYPICAL. GUJ15 CE I i LNG DETIL — — --, 1 '_ - '` ,' TYPICAL. <IC1-IE?4 HOOD CONN OO r0 ,_ �---� CONTROL JOINT ISOLATION JOINT I U I i BY OTHERS 3625131 -43 HANGER e 4' -0 "oc MAX, TYP (INFILL w/ 3625137 -43 e 2' -0 "oc) — — — — 362513 -4 4' -0 "oc (INFILL w/ 3625137 -43 a 2' -0 "oc) _ 362513 -43 KICKER 5' -0 "oc MAX, TYP 362T125-43 CONT, TYP 3625131-43 a 2' -0 "oc MAX NOTES: I. GRADE SLAB SI -IALL HAVE CONSTRUCTION JOINTS OR CONTROL JOINTS AT A MAXIMUM SPACING OF 20 -0° LOCATED TO ENCLOSE MAXIMUM AREAS OF 400 SO FEET. SUBMIT LAYOUT TO STRUCTURAL ENGINEER FOR APPROVAL. 2. TYPICAL SLAB BASF IS PER SOILS CONSULTANT RECOMMENDATIONS. 362T125 CONT -43 362T125 CONT -43 e 2' "oc 362513 -43 -0 T� I C4� C�UUE3 CI L IN DEIL. SL,4 ON - AE ID E T4 1 1_5 10 T'1P I CAL. GUe CE I 1 INIG DETI - III : 11_011 IU : 11 - 08 , III : 11.011 , 1 11 : 1 1_ 0 V - 4x10 � ik ` CO � ®� rs- _ 5 • �O .1 rem 01 106 Zv /....ii 0 )QT7 ECE VEr APR 17 ZOI]8 PERMIT CENTEh RE PLAN SIMPSON CJT4 JOIST TIE 1/4" 1 1/2" DIA x , EMBED SIMPSON TITAN SCREW, TYP /l la I r � to 1 O 1.-- � t 4x14, / / REF PLAN / /// SIMPSON CJT6 JOIST TIE ,f 1 (E) 5" CMU WALL, REF PLAN ¢ OW BUM TO EXJTNO at lam. C OLCT1O 111 : , 11_o11 Y/ THE DRAWING MUST NOT BE SCALED, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DATUMS, AND LEVELS PRIOR TO COMMENCEMENT OF THE WORK AND IS HELD RESPONSIBLE FOR REPORTING ANY DISCREPANCY OR OMISSION TO DENIS TURCO ARCHITECT INC. IMMEDIATELY. COPYRIGHT RESERVED . THIS DRAWING IS EXCLUSIVE PROPERTY OF DENIS TURCO ARCHITECT INC„ AND MAY BE REPRODUCED ONLY WITH THE PERMISSION OF DENIS TURCO ARCHITECT INC., IN WHICH CASE THE REPRODUCTIDN MUST REAR THEIR NAME AS ARCHITECT. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS ISSUED FOR CONSTRUCTION" AND SIGNED/ SEALED BY THE ARCHITECT. OE G l>b f Grf11 an! l,:okJrtge STRUCTURAL ENGINEERS Cary Kopczynski & Company 10500 NE 8th Street, Ste 800 Bellevue, WA 98004 -4351 Phone: (425) 455 - 2144 Fax: (425) 455 -2091 www.ckcps.com THE DESIGN AND CONCEPTS SHOWN HEREIN ARE THE PROPERTY OF CKC INC. THEY MAY NOT BE USED OR COPIED IN WHOLE OR PART WITHOUT THE WRITTEN CONSENT OF CKC INC. MAR 27/08 /� CONNECTION CYW / REVISIONS FEB 29/08 /� FRAMING & CONN JAT / REVISIONS JAN 25/08 A Response to Correction CYW 1 Letter #1 DEC 5/07 ISSUED FOR PRICING RA OCT 31/07 ISSUED FOR BLDG RA PERMIT SUBMITTAL DATE REVISIONS BY DENIS TURCO ARCHITECT Suite 277 -780 Beatty Street Vancouver, BC Canada V6B 2M1 T: 604 320 0881 F: 604 320 0871 E: office @dtai.ca PROJECT TITLE: JOEYS SOUTH CENTRE Tukwila, WA SHEET TITLE: DETAILS FILE NO.: 0730A DATE: JUN. 2007 SCALE: AS NOTED DRAWN BY: RA CHECKED BY: TS NOTE: THIS DRAWING SUPERCEDES ALL ISSUES BEARING PREVIOUS REVISION DATE. SHEET NO .02 BASIS OF DESIGN ` DESIGN CRITERIA CRITERIA SOURCE 1 2006 INTERNATIONAL BUILDING CODE EFFECTIVE JANUARY, 2006 2 2006 INTERNATIONAL MECHANICAL CODE EFFECTIVE JANUARY, 2006 3 2006 WSEC (CHAPTER 51 -11 WAC) EFFECTIVE JULY 1, 2007 4 2006 WSVIAQ CODE SECTIONS 202 EFFECTIVE JULY 1, 2007 5 OSA DESIGN TEMP = 83'F DB, 67'F WB 2006 WSEC 6 ISA DESIGN TEMP = 70'F HEATING, 75'F COOLING 2006 WSEC 7 PEOPLE DENSITY: A. DINING: 221 PERSON B. KITCHEN (COOKING) : 10PERSON HEAD COUNT HEAD COUNT B VENTILATION REQUIREMENTS A. DINING : 20 CFM PER PERSON B KITCHEN (COOKING) : 15 CFM PER PERSON CHAPTER 3 OF WSVIAQC TABLE 3 -4 CHAPTER 3 OF WSVIAQC TABLE 3-4 9 FLOOR DATA: U= 0.1 HP ASSUMPTION PER CONY. W/ ARCH. 10 ROOF DATA = 0.1 HP ASSUMPTION PER CONY. W/ ARCH. 11 GLASS DATA: U = 0.5, SC = 0.6 HP ASSUMPTION PER CONY. W/ ARCH. 12 WALL DATA = 0.15 HP ASSUMPTION PER CONY. W/ ARCH. 13 FLOOR DATA.. U= 0.1 HP ASSUMPTION PER CONY. W/ ARCH. GENERAL NOTES 1. ALL TRADES TO LEAVE 36" CLEARANCE IN FRONT OF MECHANICAL EQUIPMENT ACCESS PANELS FOR SERVICING. 2. CUTTING, FRAMING, PATCHING AND PAINTING OF WALL, CEILING AND FLOOR OPENINGS SHALL BE BY GENERAL CONTRACTOR. 3. ROOF CURBS, FLASHINGS, SLEEPERS, PITCH POCKETS, AND CUTTING AND PATCHING OF ROOF OPENINGS SHALL BE BY GENERAL CONTRACTOR. 4. ROOF CURBS, SLEEPERS, AND CANT STRIPS TO BE BUILT AND FASTENED TO THE ROOF BY GENERAL CONTRACTOR. CURBS TO BE CONSTRUCTED ACCORDING TO SIZES PROVIDED BY HOLADAY - PARKS' FIELD MECHANIC. SHIM AS REQUIRED TO MAKE ROOF CURBS AND SLEEPERS LEVEL. TOP OF CURB MUST BE TRUE (FLAT) TO PROVIDE AN ACCEPTABLE SEALING SURFACE. MAXIMUM ALLOWABLE DEVIATION FROM LEVEL OR FLAT SHALL BE 1/4" IN 10'. ROOF CURBS AND SLEEPERS MUST BE SECURELY FASTENED TO STRUCTURAL SUPPORT MEMBERS. 5. FINAL PAINTING OF GRILLES, REGISTERS, AND DIFFUSERS, AS MAY BE REQUIRED BY ARCHITECT, SHALL BE DONE BY GENERAL CONTRACTOR. 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR TEMPORARY HEAT DURING CONSTRUCTION. 7. UNIT WEIGHTS AND LOCATIONS HAVE BEEN COORDINATED WITH ARCHITECT AND STRUCTURAL ENGINEER TO DETERMINE BOLDING STRUCTURAL ADEQUACY. IF IT IS NECESSARY TO RELOCATE A UNIT, NOTIFY HOLADAY- PARKS' ENGINEERING DEPARTMENT FOR RE- COORDINATION. 8. AU.. EQUIPMENT AND PIPING WHICH IS SUSPENDED FROM ROOF SHALL BE SUSPENDED FROM GLU -LAMS WHERE PRACTICAL, OR FROM TRUSSES. DO NOT SUSPEND FROM STIFFENERS. FOLLOW TRUSS MANUFACTURER'S REQUIREMENTS WHEN ATTACHING HANGERS TO TRUSSES 9. IN NO INSTANCE SHALL OTHER TRADES HANG OR SUPPORT EQUIPMENT, CEILING WIRES, LIGHT FIXTURE HANGERS, ETC., FROM HVAC EQUIPMENT OR DUCTWORK. 10. PLUMBER SHALL ROUTE PLUMBING VENTS SO AS TO MAINTAIN MINIMUM 15 FEET OF CLEARANCE FROM OUTSIDE MR INTAKES. 11. ALL HVAC AND PLUMBING EQUIPMENT ON THE ROOF SHALL LABELED WITH TENANT NAME (JOEY) AND SUITE NUMBER. 12. PROVIDE TENANT WITH COPIES OF SERVICE REPORTS FOR GREASE DUCT MAINTENANCE AND GREASE MITIGATION ON ROOF AROUND GREASE EXHAUST HADNDUNG EQUIPMENT. ELECTRICAL COORDINATION NOTES 1. WHERE INDICATED ON EQUIPMENT SCHEDULES, THE EQUIPMENT COMES COMPLETE FROM THE FACTORY WITH MOTOR CONTROLS AS REQUIRED. ELECTRICIAN SHALL PROVIDE SERVICE AND A DISCONNECT PER CODE, AND DO ALL POWER WIRING, INCLUDING CONNECTING TO EQUIPMENT. 2. WHERE INDICATED ON EQUIPMENT SCHEDULES, THE EQUIPMENT REQUIRES FEW INSTALLED MOTOR STARTERS. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL MOTOR STARTERS (OR CONTACTORS WHERE INDICATED), PROVIDE SERVICE AND DISCONNECT PER CODE, AND DO ALL POWER WIRING, INCLUDING CONNECTING TO EQUIPMENT. HOLDING COIL CIRCUIT SHALL BE POWERED BY ELECTRICAL CONTRACTOR (120 VOLT /1 PH. UNLESS INDICATED OTHERWISE). ALL STARTERS SHALL BE PROVIDED WITH H-O-A SWITCH. 3. 2 - 120V CONTROL CIRCUITS PER FLOOR ARE REQUIRED. E.C. SHALL PROVIDE SERVICE AND A DISCONNECT PER CODE, AND DO ALL POWER WIRING, INCLUDING CONNECTING TO CONTROLS CONTRACTOR PROVIDED TRANSFORMERS AND EQUIPMENT. 3. 3 - FIRE AND /OR SMOKE DETECTION & ALARM SYSTEM, AS MAY BE REQUIRED BY THE OWNER, ARCHITECT, OR CODE AUTHORITY, IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR ALL ASPECTS OF THIS SYSTEM HAVE BEEN EXCWDED BY THE MECHANICAL CONTRACTOR. SEISMIC RESTRAINING NOTES 1. ANY BASE- MOUNTED /SPRING - MOUNTED EQUIPMENT SHALL HAVE TOTALLY ENCLOSED, SEISMIC RATED SPRINGS (MASON MODEL SSLFH OR EQUAL), OR OPEN SPRINGS PLUS SEISMIC "SNUBBERS' (MASON MODEL Z -1225 OR EQUAL). 2. ALL SPRING MOUNTED, SUSPENDED EQUIPMENT SHALL HAVE SEISMIC CABLES INSTALLED IN ADDITION TO EQUIPMENT HANGERS. CABLES SHALL BE INSTALLED DIAGONALLY UP AND AWAY FROM EQUIPMENT CORNERS AND BE ATTACHED TO THE STRUCTURE ABOVE CABLES SHALL BE LEFT PARTIALLY SLACK. SIZE AND INSTALL CABLES PER SMACNA SEISMIC RESTRAINT MANUAL 3. ANY EQUIPMENT MOUNTED RIGIDLY TO THE BUILDING STRUCTURE SHALL NOT REQUIRE ADDITIONAL SEISMIC RESTRAINT. 4. RESTRAIN ALL RECTANGULAR DUCTS 6 SQ. FT. OF AREA AND LARGER AND ALL ROUND DUCTS 28' IN DIAMETER AND LARGER. RESTRAINTS SHALL OCCUR 30 FEET 0.C. MAXIMUM AND SHALL BE INSTALLED AT EVERY DUCT TURN AND AT THE END OF THE DUCT RUN. SIZE AND INSTALL RESTRAINTS PER SMACNA SEISMIC RESTRAINT MANUAL 5. ALL CEILING MOUNTED DIFFUSERS SHALL HAVE WIRES (16 GA.) ATTACHED TO THE ABOVE FLOOR SLAB OR STRUCTURE. SAFETY WIRES SHALL BE LEFT PARTIALLY SLACK. ALTERNATE METHOD SHALL BE TO ATTACH DIFFUSERS TO T -BAR GRID WITH SCREWS, RIVETS, OR CEILING CUPS FOR TERMINALS WEIGHING LESS THAN 20 POUNDS. GRILLES, REGISTERS, DIFFUSERS LEGEND Et] I=1 E.G. PI T.G. NOTE X"xX' CD CFM X'xX' CD CFM X'xX' CD /P CFM #SLOT- INLETO CFM #SLOT- INLETO /FD CFM #SLOT- INLETO /P CFM #SLOT- IN.0 /FD /P CFM A.S.H. ® R.A.G. V R.A.G. /ACCESS I R.A.R. LN.W.R.G. E.G./P. E.R. T.G. /P. ALL SUPPLY DIFFUSERS ARE TO BE INSTALLED WITH A DIFFUSER CAN W/ PERF DIVIDER, GENSCO REGISTER BOX W/ FLEX COLLAR & DIFF, MODEL COLDC21 OR EQUIV. CEILING DIFFUSER (SURFACE MOUNT) 4 CORE ADJUSTABLE, WITH FLIER FOR 24' x 24' MODULE TITUS MODEL MCD, BORDER TYPE - KRUEGER SERIES 1244, FRAME 23 (USE X'0 RUNOUT) CEILING DIFFUSER 4 CORE ADJUSTABLE, WITH FILLER FOR 24' x 24" LAY -IN MODULE KRUEGER SERIES 1244P, FRAME 23 (USE X" RUNOUT) (USE X" RUNOUT) CEILING DIFFUSER (PLASTER CEILING) 4 CORE ADJUSTABLE, 'V FRAME TITUS MODEL MCD, BORDER TYPE 6 - KRUEGER SERIES 1244, FRAME 21 SLOT DIFFUSER FOR LAY -IN CEILING KEES -100 SLOT DIFFUSER FOR RATED LAY-IN CEILING WITH FIRE DAMPER TEMPMASTER FRD SLOT DIFFUSER (PLASTER CEILING) KEES K -100, FRAME OPTION 12 SLOT DIFFUSER WITH FIRE DAMPER (PLASTER CEILING) TEMPMASTER MODEL TFD-F OR FRD-F FOR SURFACE MOUNTING AIR SUPPLY HOOD RETURN AIR GRILLE ALUMINUM EGGCRATE WITH Yz" x '' /z" x '' /z' CORE TITUS MODEL 50F - KRUEGER EG-5 RETURN AIR REGISTER FIXED 35 DEGREE DEFLECTION BLADES KRUEGER MODEL 58011 - TITUS MODEL 350RL LINEAR WALL RETURN GRILLE FIXED 0 DEGREE DEFLECTION BLADES KRUEGER MODEL 1500, FRAME 415 ALUMINUM CONSTRUCTION EXHAUST GRILLE ALUMINUM EGGCRATE WITH ' /z' x '/z' x yz' CORE TITUS MODEL 50F - KRUEGER EG-5 RETURN AIR GRILLE (PLASTER CEILING) FIXED 35 DEGREE DEFLECTION BLADES TITUS MODEL 350RL - KRUEGER MODEL S8OH EXHAUST REGISTER FIXED 35 DEGREE DEFLECTION BLADES TITUS MODEL 350RL D.B.D. - KRUEGER MODEL S8OH O.B.D. TRANSFER GRILLE ALUMINUM EGGCRATE WITH 'If x 'V2" x Viz' CORE TITUS MODEL 50F - KRUEGER EG-5 TRANSFER GRILLE (PLASTER CEILING OR WALL) FIXED 35 DEGREE DEFLECTION BLADES TITUS MODEL 350RL - KRUEGER MODEL S8OH SHEET METAL NOTES 1. DUCT SIZES INDICATED ON PLANS ARE NET INSIDE DIMENSIONS. A CALL-OUT SUCH AS 12" X 12' /SL MEANS A 14" X 14" SHEET METAL DUCT WITH 1' SOUNDUNER, GIVING A NET INSIDE DIMENSION OF 12' X 12'. 2 THROUGH PENETRATION AND MEMBRANE PENETRATION FIRE STOP AS REQUIRED IN TIE UBC SHALL BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR. FIRE STOP SYSTEM SHALL BE 3M BRAND FIRE BARRIER CP 25WBT CAULKING OR APPROVED EQUIVALENT. NOTE PER UBC 714 EXCEPTION: FIRE AND COMBINATION FIRE AND SMOKE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH THEIR LISTINGS. MANUFACTURER INSTALLATION INSTRUCTIONS DO NOT REQUIRE FIRE STOP BETWEEN SLEEVE AND ASSEMBLY PENETRATED. 3. DUCTWORK SHALL BE CONSTRUCTED TO DIMENSIONS INDICATED ON PLANS. THE TOLERANCE OF THESE DIMENSIONS SHALL BE AS SPECIFIED IN HOLADAY- PARKS, INC. SHOP STANDARDS MANUAL LENGTHS, AND CRITICAL DIMENSIONS BETWEEN DUCTWORK AND OTHER BUILDING /SYSTEM ELEMENTS ARE INDICATED WHERE A LOCATION OR DIMENSION SCALED FROM THE DRAWING WILL NOT BE ADEQUATE. THE TOLERANCE OF CRITICAL DIMENSIONS, IF NOT INDICATED, SHALL DEFAULT TO THAT OF THE INSTALLING MECHANIC'S MEASURING DEVICES. SCALED LOCATIONS OR DIMENSIONS ARE NOT SUBJECT TO TOLERANCE GUIDEUNES. 4. THESE PLANS HAVE BEEN COORDINATED WITH THE ARCHITECTURAL, STRUCTURAL, SPRINKLER AND ELECTRICAL DRAWINGS. ANY CHANGES IN THIS LAY -OUT MUST BE REVIEWED BY HOLADAY- PARKS' ENGINEERING DEPARTMENT. 5. DUCT ELBOWS SHALL BE RADIUS TYPE WITH FULL WIDTH THROAT RADIUS, UNLESS SHOWN OTHERWISE TURNING VANE ELBOWS MALL HAVE DOUBLE THICKNESS TURNING VANES INSTALLED IN EVERY RAIL TAB. 6. RTU-1, RTU-2, RTU -3 & MAU-1 UNITS DUCT CONSTRUCTION SHALL BE AS FOLLOWS: a. RUNOUTS TO DIFFUSERS SHALL BE LOW PRESSURE INSULATED FLEX DUCT (AND RIGID ROUND DUCT WHERE INDICATED). USE UNINSULATED FURNACE FIFE FITTINGS WHERE FITTINGS ARE INDICATED IN RIGID ROUND DUCT. FLEX DUCT SHALL BE UNITED TO 8 FEET AND TWO 45 DEGREE TURNS. b. WHERE RETURN AIR IS DUCTED, RETURN AIR DUCTWORK SHALL BE SAME AS SUPPLY. c. ROOF TOP SUPPLY DUCTWORK FOR RTU-1, RTU-2, RTU -3 & MUA -1 UNITS SHALL BE AS FOLLOWS: 1. DUCTWORK FROM OUTSIDE OF BUILDING UP TO THE UNITS SHALL BE RECTANGULAR GALVANIZED SHEET METAL WITH 2' SOUNDUNER (OR MINIMUM R-7 DUCT INSULATION WHERE INDICATED). 2. SUPPLY & RETURN DISTRIBUTION DUCTWORK AFTER RTU -1, RTU-2, RTU -3 & MAU-1 UNITS W/1N THE CEILING SPACE SHALL BE GALVANIZED. LINER AND /OR INSULATION SHALL BE MINIMUM R3.3. 3. FABRICATE AND INSTALL TO SMACNA 1/2' PRESSURE CLASSIFICATION. 7. MATERIALS: a. SOUNDUNER (INDOORS): 1' THICK, 1 -1/2 LB. DENSITY FIBERGLASS DUCTUNER WITH BLACK MAT FACING. SCHULLER- MANVILLE "PERMACOTE UNACOUSTIC STANDARD ", OWENS CORNING "AEROFLEX PLUS ", OR CERTAINTEED TOUGHGARD DUCT LINER WITH EM- LANCED SURFACE. (MINIMUM INSTALLED R -VALUE = 3.3) b. INSULATED FLEX DUCT (LOW PRESSURE): UL 181 CLASS 1 AIR DUCT: THERMAFLEX MK-E. c. DUCT INSULATION (INDOORS): 1 -1/2' THICK, 3/4 LB. DENSITY FIBERGLASS WITH F.S.K. VAPOR BARRIER JACKET. (MINIMUM INSTALLED R -VALUE = 3.3) d. KITCHEN GREASE AND DISHWASHER EXHAUST DUCTS SHALL BE 18-GAUGE STAINLESS STEEL SHEETMETAL WITH CONTINUOUSLY WELDED JOINTS AND SEAMS. KITCHEN GREASE EXHAUST DUCTS SHALL BE WRAPPED CONTINUOUSLY WITH APPROVED FIRE WRAP PRODUCT. HVAC LEGEND z rr r r XXxx 12x12 ¢ 1111 11 1111111111111111111111111111111111111111111 DUCT UNDER POSITIVE PRESSURE DUCT UNDER NEGATIVE PRESSURE TURNING VANES EQUIPMENT IDENTIFICATION THERMOSTAT SENSOR SUPPLY AIR ARROW RETURN AIR ARROW FLEXIBLE CONNECTION MANUAL VOLUME DAMPER MOTORIZED DAMPER BACK DRAFT DAMPER SMOKE DETECTOR BACK DRAFT DAMPER RUSKIN MODEL BD2/A1, LOCAL VELOCITY < 1500 FPM BACK DRAFT DAMPER RUSKIN MODEL 13D2/A2, LOCAL VELOCITY < 2500 FPM BACK DRAFT DAMPER RUSKIN MODEL BD6, LOCAL VELOCITY < 3500 FPM SPIN -IN TAKE -OFF & VOLUME DAMPER INDICATES UNLINED 12' x 12' S.M. DUCT INDICATES UNLINED 12' x 12' S.M. DUCT WITH INSULATED WRAP RISE OR DROP IN DIRECTION OF FLOW FLEXIBLE DUCT HVAC ABBREVIATIONS AFF AP BHP BOD BOU BOH CLG CONN. DB ON. DR. EA EAT E.C. ELEV. ESP EXH. EXIR. Ft FD FFL FLA FIR. DR. FNL. DR. FOB For FUT ABOVE FINISHED FLOOR ACCESS PANEL BRAKE HORSE POWER BOTTOM OF DUCT BOTTOM OF UNIT BOTTOM OF HOOD CEILING CONNECT /CONNECTION DUCTBOARD DOWN DRAIN EACH ENTERING AIR TEMP ELECTRICAL CONTRACTOR ELEVATION EXTERNAL STATIC PRESSURE EXHAUST EXTRACTOR FLEX CONNECTION FIRE DAMPER FINISHED FLOOR LEVEL FULL LOAD AMPS FLOOR DRAIN FUNNEL DRAIN FLAT ON BOTTOM FLAT ON TOP FUTURE GAS GC HP ID INSUL LAT MCA N/A NC NIC NO NOM. NTS OA OBD OD PRIM PSI R RA SA SL SM SP TV'S TYP VD W/ /W GENERAL CONTRACTOR HORSE POWER INSIDE DIMENSION /DIAMETER INSULATION LEAVING AIR TEMP MINIMUM CIRCUIT AMPACITY NOT APPLICABLE NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN NOMINAL NOT TO SCALE OUTSIDE AIR OPPOSED BLADE DAMPER OUTSIDE DIMENSION PRIMARY POUNDS PER SQUARE INCH RISE RETURN NR SUPPLY AR SOUND WING SHEET METAL STATIC PRESSURE TURNING VANES TYPICAL VOLUME DAMPER WITH WITH WRAP (IE: DUCT INSULATION) SCOPE OF WORK - 11164223 1. FURNISH AND INSTALL (3EA ) ROOF TOP UNITS (HEATING AND COOLING), (4EA) EXHAUST FANS, KITCEIJ HOODS, DISHWASHER HOOD, SUPPORTS, CONTROL AND RELATED ACCESSORIES. 2. FURNISH AND INSTALL (1 EA) DX FAN • COIL, (2EA) CONDENDENSING UNITS, 1 EA MAKE UP AIR UNIT REFRIGERANT PIPING, INSULATIONS, CONTROLS AND RELATED ACCESSORIES. 3. FURNISH AND INSTALL TEA AIR DOOR AND 6EA GAS RADIANT HEATERS, SUPPORTS AND CONTROL AND RELATED ACCESSORIES. 4.. FURNISH AND INSTALL HVAC DUCTS, DIFFUSERS, RETURN GRILLES, TRANSFER GRILLES, VOWME DAMPERS, FIRE AND SMOKE DAMPERS, DUCT INSULATION, SUPPORTS AND NECESSARY ACCESSORIES AS INDICATED. 5. PROVIDE AND INSTALL 2EA POWER VENTS FOR FIREPLACE AND 2EA COMBUSTION AIR SUPPLY FAN FOR GAS FIRED WATER HEATER INCL SUPPORTS AND RELATED ACCESSORIES. 6. PROVIDE AND INSTALL DDC, MOTORIZED DAMPERS AND RELATED ACCESSORES. 7. TEST, RUN, ADJUST AND AIR BALANCE THE AIR SYSTEM. trade: ARCHITECTURAL S&C ARCHITECTURAL 11 DRAWING XREF DATES date: trade: SHEET INDEX SHEET # M0.01 M1.01 M2.01 M2.02 M2.03 M6.01 M7.01 SHEET TITLE HVAC LEGENDS AND NOTES PLOT PLAN HVAC 1ST FLOOR PLAN HVAC 2ND FLOOR FLAN HVAC 3RD FLOOR PLAN HVAC DETAILS HVAC SCHEDULES VICINITY MAP Weenield Seuthcenter JOEY'S SOUTHCENTER SITE PLAN rlCRD:I ^OM 1 II lri[:Cy6 I ' a I mil;;; :6! '� e ee ill � 6iB l': o° ti see ° E p o THIS PROJECT LEGAL DESCRIPTION POR OF NE 1/4 OF NW 1/4 & OF VAC STS DAF N 72.35 FT OF NE 1/4 OF NW 1/4 LY WLY OF C/L VAC 57TH AVE S & S 158 FT OF N 230.35 FT OF E 581.04 FT OF NW 1/4 OF NE 1/4 OF NW 1/4 & POR BEG NE COR OF SUBD TH S 552.42 FT TH N 89 -31 -13 W TO CA VAC 57TH AVE S TH NLY ALG SD C/L TO N LN OF SUBD TH E TO BEG LESS N 10.83 FT OF E 44.90 FT THOF LESS POR WITHIN FOLG BEG N 89 -40 -24 W 23 FT & S 00 -19 -36 W 433.24 FT FR NE COR OF SUED TH S 00 -19 -36 E 236.16 FT TH S 89-40-24 E 119 FT TH N 00 -19 -36 E 21.42 FT TH S 89 -40 -24 E 183 FT TO BEG LESS PARCEL AND /OR PARCELS PER US DIST CT W DIST OF WASH N DIV DEC OF TAKING CIVIL if 6010 -14 date: PENDING CITY APPROVAL APPROVED FOR CONSTRUCTION RECEIVED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER a�fa 10/2-3/ ; 5 E w OD N OD OD CC CV 'Rama wbuce j /o /z / 'aft p 6 ca a, rn 'c I 3m gm I N V1ti o ro 0 N � g tommil Ca vi a" ;a: 1 II a , , r 3 � aw C 0 C C m C9 g w m z U W W (n I- W U V J a E 7 o U date of last revision: 10/22/07 M0.01 cadd file name: M001 r ...................-,,, iiiniiimemil ill■■. X11 ■w _.1 €2•,,) e E1 Iliill■Itr 'tit • _ i ;� — - G ao ■ p- jgR _am._ - I1 I i� - -_.. Alir II li- 2a /(.-X25 Xv r Cj7TfTR / ,4A -'f FA 2 ND ' • '../ TV)77 or;s f ITV 304AG11? Ili =a. '. r!11 ■IIIII■■■ ■il ■i �NI .NE41111E1111 • _ affm••wr1=■ I I 1 .1.4 - J I,I 1 I MN v- .K 10■••••••••11 mammas rrrrrrrrrr KTTCHE H--5 STORAE CFI CLOSE 10x10 OPENING(TYP.2) c:l3 =�rt7 ■11illl•��■r1 ■■ 1011■••211•••■ •1111 •11.11•111 •■4 •■■■■0 •■ ■ •11 ■ ■ ■ ••r •11 f .�.rr it r irr - 1111111 ► 31 any _fill 'ID 1 i 1 f EXISTING CONSTRUCTION NEW CONSTRUCTION FUTURE CONSTRUCTION DEMOLITION TENANT BOUNDARY 0 DUCT SHALL BE FIREWRAP. Q2 DUCT SHALL BE STAINLESS STEEL FOR DISHWASHER AND GREASE EXHAUST DUCTS. ® TYPE I DUCT SHALL�E WELDED STAINNLSS STEEL .1. I I RECEIVED CITY OF TUKWI NOV 1 3 2007 PERMIT CENTS i l. 4' PVC- MAX EQUIVALENT LENGTH FOR INTAKE VENT AND EXHAUST VENT = 120 FT EACH. MAXIMUM # OF ELBOWS I = 6 EACH. 4' PVC ELBOW = 5 FEET. 2. KITCHEN GREASE AND DISHWASHER EXHAUST DUCTS SHALL BE 18 -GAUGE STAINLESS STEEL SHEETMETAL WITH CONTINUOUSLY WELDED JOINTS AND SEAMS. KITCHEN GREASE EXHAUST DUCTS SH BE WRAPPED CONTINUOUSLY WITH APPROVED FIRE WRAP PRODUCT. . KITCHEN HOODS FIRE SUPPRESSION SYSTEM SHALL BE CONNECTED TO LANDLORD'S FITE ALARM SYSTEM. . HORIZONTAL GREASE DUCT SHALL BE SLOPE NOT LESS THAN ONE UNIT VERTICAL IN 12 UNITS HORIZONTAL (8.3% SLOPE. 5. PROVIDE CLEANOUT FOR HORIZONTAL GREASE DUCT AT NOT MORE I THAN 20 FT APART. p. FOR HORIZONTAL INSTALLATIONS THE LONGEST EVENT RUN IS I 100 FT WITH A LIMIT OF 4-90 DEG ELBOW OR 8-45 DEG ELBOW. PENDING CITY APPROVAL 1 I EBB NdMUa 1° A VI c LIL < co W co = W cc, W o = � 0 :5 t W M date of last revision: 10/22/07 M2.01 cadd file name: M201 a N ;N � d - 4 " PVC DN &UPFYI 4" PVC DN & 4" PVC DN & UP FW „. _ 4" PVC DN & U 8 "0 B VENT DN & U 8'0B1 DN &UP 0 I A L1 r (3 TYP) EBH -3 SECOND FLOOR HVAC PLAN Scale: 1/4' ■ T-O Co) (3 TYP) \ 4' I , 1 1 \ I ,\ \ TO EBH -5 I 1 I LD2 -2100 (2 TYP) - UPx DN UP & DN 14'0/W UP & D t 20 "0 /FW DN 1 25 "0/FW DN 22x22/W UP 22'0/W DN J /\ \ 24•> SA DN & 28x28/W SA DN & UP 16'0 DN / J .20 trade: date: ARCHITECTURAL S&C - ARCHITECTURAL 11 DRAWL G XREF DATES trade: V DOIL11.0 OUTUNE OF SHAFT BY FSD'S NOT PRQVIDED WHERE TYPE I EXHAUST PEE SHAFT SINCE DUCT IS PROVIV WITH FIRE WRAP date: G.C. CD2 -245 SHEET NOTES 1. 4" PVC- MAX EQUIVALENT LENGTH FOR INTAKE VENT MID EXHAUST VENT = 120 FT EACH. MAXIMUM # OF ELBOWS = 6 EACH. 4' PVC ELBOW = 5 FEET. 2. KITCHEN GREASE AND DISHWASHER EXHAUST DUCTS SHALL BE 18- -GAUGE STAINLESS STEEL SHEETMETAL WITH CONTINUOUSLY WELDED JOINTS AND SEAMS. KITCHEN GREASE EXHAUST DUCTS SHALL BE WRAPPED CONTINUOUSLY WITH APPROVED FIRE WRAP PRODUCT. 3. KITCHEN HOODS FIRE SUPPRESSION SYSTEM SHALL BE CONNECTED TO LANDLORD'S FIRE ALARM SYSTEM. 4. HORIZONTAL GREASE DUCT SHALL BE SLOPE NOT LESS THAN ONE UNIT VERTICAL IN 12 UNITS HORIZONTAL (8.3% SLOPE). 5. PROVIDE CLEANOUT FOR HORIZONTAL GREASE DUCT AT NOT MORE THAN 20 FT APART. 0 r' z-11.0\ 2x12 UP TO EF-4- rc UNETYPE LEGEND - EXISTING CONSTRUCTION - NEW CONSTRUCTION = FUTURE CONSTRUCTION DEMOLITION = TENANT BOUNDARY RECEIVED CITY OF TUKWILA NOV 1 3 2001 PERMIT CENTER KEYED NOTES ( DUCT SHALL BE FIREWRAP. a 20 DUCT SHALL BE STAINLESS STEEL FOR DISHWASHER- EXHAUST 03 TYPE I DUCT SHALL BE WELDED STAINLESS ST EV G 38. v � 4 '°' ti PENDING CITY APPROVAL NOT APPROVED FOR CONSTRUCTION date: ( te l' a7 v N N O IDPFEI MOB 1a -n- o M ali 'a 03 4 4 31 N � p n v a a �m o o a tl' O c 3 vw cadd file name: M202 in 0 ce z date of last revision: 10/22/07 M2.02 eG Z � � crN W Q Q � C Falw :in W OM B 4' PVC ON FW 4" PVC DN 4' PVC DN FW 4' PVC DN 8 B VENT DN 8'&B VENT DN A ' fl t ' I l � '' ,15 ' t 0 i N A \ \ � ,� \ PVC. -UP- INTAKE AIR 4' PVC UP INTAKE AIR 8'55B VENT UP TOI POWER VENT AT ROOF (INTAKE AIR) C \11\ \ - FUTURE FC7 TENAN \ ROOFTOP ECU1PME 1,/, . \ 1\ \ 1 r 4' PVC UP EXH AIR 4' PVC UP EXH AIR - 8'is B VENT UP TO POWER VENT AT ROOF (EXH AIR) 0 v V� 19r0 DN / OA INTAKE f r TI-ORD FLOOR HVAC PLAN Scale: 1/4' • f-C' r© 1 1/8' HG DN� 5 /B' RL DN 30x30 SA ON i Ox20 ESL RA p \ 1441.24/SL \ SA 36x20 /SL SA DN 22x221 N ■ ICU -01 OCATE UNIT PER STRUCTURAL DWG ' N. N, WT: 300 LBS OUTLINE OF SHAFT I3Y G.C. r- LOCATE UNIT PER / STRUCTURAL DWG 32x64 ROOF OPENING FOR FUTURE TENANT CAP WATERTIGHT (TYP) OCATE UNIT PER STRUCTURAL DWG IMUA -1 WT: 3510 LBS 7 -25'0 ON (?) IEF -4 WT: 150 LBS trade: date: ARCHITECTURAL S&C - ARCHITECTURAL 11 - 7/8" RL ONJ/ 1 5/8' HG DN 25'0 LOCATE UNIT PER STRUCTURAL DWG trade: IEF -2I WT: 510 LBS LOCATE UNIT PER STRUCTURAL DWG R -31 DRAWNG XREF DATES WT: 170 LBS LOCATE UNIT PER STRUCTURAL DWG LOCATE UNIT STRUCTU DWG SEE FTAIL )(/116. 1 N W ' 2600 LBS I date: ICU -02 SHEET NOTES 1. EQUIPMENT SCREENING SHALL BE BY OTHERS. REF -1 SEE DET'IUL 2/M6.02 WT: 9801L135 LB5 LOCATE UNI• PER STRUCTURR. DWG t \ UNETYPE LEGEND 1:1121=1=121 1051 IMMIIN - EXISTING CONSTRUCTION = NEW CONSTRUCTION = FUTURE CONSTRUCTION DEMOLITION - TENANT BOUNDARY ® DUCT SHALL BE STAINLESS STEEL FOR DISHWASHER EXHAUST. ® TYPE I DUCT SHALL BE WELDED STAINLESS STE71•GAGE 18 ® BY OTHER TENANT = O DUCT SHALL BE FIREWRAP. KEYED NOTES PENDING CITY APPROVAL NOT APPROVED FOR CONSTRUCTION RECEIVED CITY OF TUKWILA NOV 1 3 2007 RMIT CENTER a Ppro date: t© 43 77 2 s tl O n 0 .. n boa w2403 0 II d- n n I • w - ow cadd file name: M203 U W WM zz 0� U w W � W U N J E =ro I N Ce 1— Q Z OD W crl W Q Q = tr) Q 5 W M tei M � date of last revision: 10/22/07 M2.03 ROOF ••. 2ND GROUND 1RTU - IEF --41 [EF-21 EEF -31 1EF -1 JOEY IRTU -2J CO BUILDING & EQUIPMENT ELEVATION Scale: 3/16" = ICU -02 I RTU -1 ICU -011 1M AU-1 I GROUND LEVEL r6 [I NOTE: 1. SEE SCHEDULE IN DWG SHT M7.01 SECTION — RADIANT HEATER RH -1 (U—BEND TUBE) Scale: N.T.S. Fl. TOP I 10' MIN. BELOW 60' MIN. 8" MIN. BEHIND DETAIL — CLEARANCES TO COMBUSTIBLE Scale: N.T.S. GROUND LEVEL 'I NOTE: 1. SEE SCHEDULE IN DWG SHT M7.01 RH -2 FFL 2 SECTION -- RADRANT HEATER RH -2 (STRAIGHT TUBE) Scale: N.T.S. TOP 10" MN. 8' MIN. 39" MIN. BEHIND FRONT BELOW 60' MIN. DETAIL — CLEARANCES TO COMBUSTIBLE Scale: N.T.S. trade: date: ARCHITECTURAL S&C -- ARCHITECTURAL 11 DRAWN' )(REF DATES cb trade: date: PENDING CITY APPROVAL APPROVED FOR CONSTRUCTION RECEIVED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER date: C I- CC CC a N N 2 C — C low ePatico3 c %3/ cadd file name: co( ( °° M301 e or i p tim ac N ce Il (0.33 0 IIIIC � a m cc m ▪ N v 1,j tn e h% re -*it', Q W Q a • '° RC fic cN) avn ik illiMil l :41 iJ W �CO od n c 0 Iro N 2 . 7:1 d'' t co . 0 cf) cc Z W .,, Q z o0 LLI L..1 LEtj Z w Q V I— CA W � O J JCL C/a O M 0 W I n w a = II e m r N � d m a V ° n 0i - o a date of last revision: 10/22/07 M3.01 FASTENER SCHEDULE A B C EQUIP. SYM. UNIT DIMENSIONS (4) WEIGHT 22.5 "x22.5" # OF 16GA STRAPS # OF FAST. PER STRAP 0 INSI E OF CURB DIMENS ONS (4) L W H 22 "x22" LBS - L W H WEIGHT RTU -1 1051/4 96% 551/2 3700 ® 8 6 94�/e 511/4 4-4 400 RTU -2 102.3 - 87.9 - 2300 ( 8 ® 6 73'/e 51% 32 400 RTU -3 102.6 74.9 - 1600 ® 8 ® 8 73' /e 511/2 32 400 REF# A B C D BDD UNER EF -2 22.5 "x22.5" 24 "x24" 27 "x27" 28 ".5x28.5" YES - EF -3 16 "x16" 17.5 "x17.5" 20.5 "x20.5" 22 "x22" YES - 351 -500 12 6 0 _ 14" x 14" 13 W x 13 4 4" 501 -675 14 "0 REF# A B C D BDD UNER EF - 4 13 °x13° 14.5 °x14.5° 17.5 "x17.5" 19 "x19" YES YES 8 "0 • 10" x 10" 9 %" x 9 S /4 226 -350 10 "0 12° x 12° 11 3G" x 11 1/4° 351 -500 12 6 0 _ 14" x 14" 13 W x 13 4 4" 501 -675 14 "0 SIZING CHARTC) DIFFUSER NECK SIZE CFM RANGE(2) 5 IN Q N (NOMINAL) A (ACTUAL) 6'x6" 5 "x5 0 -125 6'0 8 °x6" 7 °x7 /a° 126 -225 8 "0 • 10" x 10" 9 %" x 9 S /4 226 -350 10 "0 12° x 12° 11 3G" x 11 1/4° 351 -500 12 6 0 _ 14" x 14" 13 W x 13 4 4" 501 -675 14 "0 T � / OUTSIDE 19 is CASING TOP OF CURB MUST BE LEVEL & FLAT (SEE NOTES 1 & 2) 2x6 WOOD BACKING BY 16 GAUGE ROOF CURB - (BY A/C MFG.) APPROXIMATE EDGE OF ROOF OPENING 105 4" SEE DETAIL 4 DETAIL - RTU -1 UNIT DIMENSION Scale: N.T.S. AC UNIT No. 10x% SCREW l SEAL & MAKE WATERTIGHT STOP ROOFING FELT BEFORE CURB UP SHEETMETAL FLASHING INSTALLED OVER ROOFING FELT. (BY MECH.) NOMINAL 2° RIGID INSULATION (SEE NOTE 3) BUILT -UP ROOFING CANT STRIP (SEE NOTE 3) ROOF DECK NOTES: 1. GENERAL CONTRACTOR SHALL PROVIDE SHIMS AS REQUIRED TO MAKE CURB LEVEL MAXIMUM ALLOWABLE SLOPE IS 1/4" PER 10'. 2. TOP OF CURB MUST BE TRUE (FLAT) TO PROVIDE AN ACCEPTABLE SEALING SURFACE. 3. ROOF STRUCTURE, ROOF DECK, INSULATION, CANT STRIP & BUILT -UP ROOFING BY GENERAL CONTRACTOR. 4. STRUCTURAL MEMBERS MUST NOT INTERFERE WITH ROOF OPENINGS. FASTEN ROOF CURB TO DECK PER STRUCTURAL ENGINEER 4" WIDE x 16GA SEISMIC RESTRAINTS QUANTITY AND CONNECTION PER TABLE BELOW 0 0 0 C EXHAUST AIR FROM OPTIONAL POWER EXHAUST 2' (3) #12 METAL SCREWS (3) 1/2"0 LAG BOLTS O SEE STRAP DETAIL FOR FASTENER TYPE AND SIZE 9 2 STRAPS AT EACH LONG SIDE, 2 STRAP AT EACH SHORT SIDE. e UNIT WEIGHT INCLUDES 200 LBS FOR MECHANICAL DUCT. ® APPROXIMATE DATA, VERIFY CUT SHEET. DETAIL - CURB W /SEISMIC RESTRAINT Scale: N.T.S. GREASE DRAIN CURB DRAIN )F PLAN FOR LOCATION 3.938" 4.563" .Y / 12.688" 15.625" --- 21.5' \ r A'J\ B.D.D. A SHEETMETAL BY HP B ROOF OPENING C OUTSIDE OF CURB NOTE: ROOF OPENING, CURB, CANT STRIP, & ROOFING BY G.C. 2. KEC- KITCHEN EQUIPMENT CONTRACTOR. 78.125' CONDENSER COIL T SEE DETAIL 4 DETAIL - EXHAUST FAN MTG Scale: N.T.S. n 0 I- CO I GASKET FASTEN FAN 4 . 7-- TO CURB ANGLE AND FASTENERS 1. 'A' = DUCT SIZE, 'B' _ 'A' + 2" (OR 'A' + 1" MIN), C = D - 1.5 ", D =FAN BASE 0.D., 'B' MUST BE 3" SMALLER THAN 'C' DETAIL - RTU -2 UNIT DIMENSION Scale: N.T.S. / 24.094' 23.25' 13.5" / 3" 102.344' 1 2 "X " CURB �- B.D.D. A SHEETMETAL B ROOF OPENING OUTSIDE OF CURB NOTE: ROOF OPENING, CURB, CANT STRIP, & ROOFING BY G.C. 1 8.75' J Q 'A' = DUCT SIZE, 'B' = 'A' + 2° (OR 'A' + 1" MIN), C = D -- 1.5 ", D =EAN BASE O.D., 'B' MUST BE 3' SMALLER THAN 'C' DETAIL - ROOF EXHAUST FAN Scale: N.T.S. CONDENSER COIL (.......---- r 16.625'21.5' GASKET FASTEN FAN TO CURB ANGLE AND FASTENERS 78.094" - 1 - r II r r7 OS TO OS BASE LENGTH 77.875' SEE DETAIL 4 CONDENSER FAN r c 23.25' ----• -tip 13.5" / 3" DETAIL - RTU -3 UNIT DIMENSION Scale: N.T.S. 1 4.062' 'V2 DUCT SIZE t 3° 2' - O SHEETMETAL DIFFUSER CAN DIFFUSER m O a a O C7 trade: date: ARCHITECTURAL S&C - ARCI -UTECTURAL 11 LOW PRESSURE INSULATED FLEX DUCT, THERMAFLEX MK -E MAX 8' LENGTH CRIMP AND BARB TAP -IN EQ. -I- EQ. A - CAN SIZE NOTES 1. CHART BASED ON 0105 MODEL MCD OR KRUEGER MODEL 1244 2. CFM RANGE & TAP -IN SIZE TYPICAL U.N.O. ON DWGS. g. DETAIL - DIFFUSER CONNECTION Scale: N.T.S. Dna-4/8 DRAWNG XF1EF DATES trade: date: PERFORATED METAL VDIA. HOLES a 1/4' WITH 51% OPEN AREA. 20 GAUGE COLD ROLLED. GENSCO REGISTER BOX W /FLEX COLLAR & DIFF. MODEL COL DC21 OR EQUIV. APPROVED FOR CONSTRUCTION N RECE ED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER PENDING CITY APPROVAL date: dZ5 l07 .i; a c N - O N N 0 U Q E I + 7 i cy -0/07 In CC C • W z z o� U W W In I- i7 W U N J is E C .n N £N v CED 0 C 3 � M W z O m = @ ▪ a c c E a uCi a C.D a W Z ao W � � Q1 W Q a 4 sp -§ W M � M date of last revision: 10/22/07 M6.01 cadd file name: M601 HOOD NO. FILTER(S) LIGHT(S) UTILITY CABINET(S) FIRE SYSTEM PIPING HOOD WEIGHT TYPE QTY. HEIGHT LENGTH QTY. TYPE WIRE GUARD LOCATION FIRE SYSTEM ELECTRICAL SWITCHES TYPE SIZE MODEL # QUANTITY LOCATION 1 STAINLESS STEEL (HIGH E 6 16" 20" 3 SCREW IN COMPACT FLUOR NO 450 DEG. 1750 10" 16" - 1750 YES 571 LBS. 10" 24" - 2 STAINLESS STEEL (HIGH E 6 16" 20" 3 SCREW IN COMPACT FLUOR NO - - 10" 24" - 875 YES 531 LBS. 5424 ND -2 -PSP -F 10' 0.00' 600 DEG. 3 STAINLESS STEEL (HIGH E 4 16" 20° 2 SCREW IN COMPACT FLUOR NO RIGHT 900 EM521102 1 LIGHT 1 FAN 1 OTHER OUTSIDE YES 541 LBS. 4 STAINLESS STEEL (HIGH E 1 16" 16" 2 INCANDESCENT UGHT NO RIGHT ANSUL R102 3.0/3.0/3.0 10" 11" YES 525 LBS. 3 16° 20' 5 1196 0.148" 430 SS WHERE EXPOSED RIGHT 0 NO 244 LBS. HOOD NO. MODEL LENGTH MAX. COOKING TEMP. EXHAUST PLENUM SUPPLY PLENUM HOOD CONSTRUCTION HOOD CONFIG. TOTAL EXH. CFM BTU LOW RISER(S) TOTAL SUP. CFM MAX RISER(S) END TO END ROW WIDTH LENG. DIA. CFM S.P. WIDTH LENG. DIA. CFM S.P. 1 5424 ND -2 -PSP -F 10' 0.00" 450 DEG. 1750 10" 16" - 1750 - 0.576" 1750 10" 24" - 875 0.120" 430 SS WHERE EXPOSED LEH FRONT - - - - - 10" 24" - 875 0.120' 2 5424 ND -2 -PSP -F 10' 0.00' 600 DEG. 2750 10" 26' 2750 - 0.857" 1800 10' 20° 900 0.151" 430 SS WHERE EXPOSED MIDDLE FRONT 10" 20" 900 0.151" 3 5424 ND -2 -PSP -F 6' 10.00" 450 DEC. 1196 10" 11" 1196 - 0.515° 1196 10' 28° 1196 0.148" 430 SS WHERE EXPOSED RIGHT FRONT 4 4824 ND -2 °PSP -F 6' 6.00° 450 DEG. 1138 10" 10° 1138 - 0.509° 1138 10" 28" 1138 0.145' 430 55 WHERE EXPOSED ALONE BACK 5 4224 VHB -G 8' 0.00' 700 DEG. 1200 10" 10° 600 - 0.075" 0 304 SS 100% ALONE N/A 10" 10" 600 - 0.075° DIM t BTU RANGE (MBH) GAS PRESSURE GAS CONNECTION CFM RANGE TONNAGE RANGE FILTERS BDD (Y /N) MODEL BURNER LENGTH BTU LOW DIM MIN MAX 'T" (NPT) I NO 1 .a„ MIN MAX FILTER SIZE & QTY MAX. FILTER VELOCITY - D.750 -G18 "S' COOLING COIL MODULE 27.5 825 7 WC 14" WC 1 3500 8000 DIM "N" 25 Ton 'i; RC# BTU RANGE (MBH) GAS PRESSURE GAS CONNECTION CFM RANGE TONNAGE RANGE FILTERS BDD (Y /N) MODEL BURNER LENGTH BTU LOW BTU HIGH MIN MAX 'T" (NPT) MIN MAX MIN MAX FILTER SIZE & QTY MAX. FILTER VELOCITY - D.750 -G18 18° 27.5 825 7 WC 14" WC 1 3500 8000 10 Ton 25 Ton 16 "x20 "x2" (6) ©8000 CFM = 762 FPM - RC# CFM P.D. A B C p BDD (Y /N) CBBDD (Y /N) MD (Y /N) SCREEN (YIN) DAMPER LINER BIRD INSECT MAKE MODEL (Y /N) RC - 1 - - 16 - 18 - 21 21 22.5 22.5 Y - - - - - - N - - - - - - - - - - - - - - - - - - N REF# UNIT DIMENSIONS CURB /RAIL DISCHARGE OPENING MODEL WEIGHT A B C 0 E F G H J K L N P R S D-750 -G18 1620 LBS 154 54 -3/8 56 -3/8 51 -1/8 5 -1/4 51 - 5/8 9 - 1/2 114 - 7/16 35 84 150 -5/8 6 -5/16 22 -3/8 1 -1/2 18 REF# FAN OUTLET SIZE STACK SIZE EF -1 11.75x8.5 12x9 1107 NATURAL FAN UNIT NO. BTUs TEMP. RISE GAS TYPE 4 636884 1107 NATURAL WEEP HOLES 2°X2" ANGLE NOTES: 1. ROOF OPENING, CURB, CANT STRIP, & ROOFING BY G.C. 2. STANDARD: B = A+ 2 ", C = B + 3 ", D = C + 11/2" UFTING LUGS UNIT INFORMATION. DETAIL - ROOF CAP DETAIL Scale: N.T.S. a ° DIM " - ALL DIMENSIONS ARE NOMINAL AND GIVEN IN INCHES. D B ROOF OPENING C OUTSIDE OF CURB DOWNTURN PLENUM OPTIONAL BDD. SEE SCHEDULE POSITION FOR INTAKE OR EXHAUST PER SCHEDULE. 'h" HEM 2 °X12" CURB %% MODULAR OUTDOOR DOWN DISCHARGE INDIREC I FIRED HEATER WITH COOLING COIL AND INTAKE HOOD DIM 'K" COIL ACCESS DOOR DIM "H° DIM "L" NOTE: 1. SEE SCHEDULE IN DWG SHT M7.01 DETAIL - MAKE -UP AIR UNIT Scale: N.T.S. 1" FLANGE FOR DUCT CONNECTION ACCESS FOR VOLUME DAMPER ADJUSTMENT SCREW (SOCKET HEAD SCREW REQUIRES 3/16 ALLEN WRENCH). TO CLOSE DAMPER: TURN SCREW CLOCKWISE. TO OPEN DAMPER, TURN SCREW COUNTERCLOCKWISE. (NOTE: DAMPER ASSEMBLIES LONGER THAN 30' HAVE TWO OBD - ADJUSTMENT MUST BE MADE AT BOTH ENDS) r NOM 12" MAX. OPPOSED BLADE VOLUME DAMPER 1° FLANGE FOR CONNECTION TO HOOD 4.5° NOM EXTENDS BELOW TOP OF HOOD U.L. FIRE DAMPER (INSIDE) WITH 212 DEG. FUSIBLE LINK DETAIL - SUPPLY AIR VOLUME & FIRE DAMPER ASSEMBL Scale: N.T.S. DIM "A" CURB OUTER WALL -.- DISCHARGE OPENING BLOWER/ MOTOR ACCESS DOOR -------------- 20 IN HIGH ' EQUIPMENT CURB ROOF OPENING 2" SMALLER THAN CURB DIMENSION 1" NPT CONNECTION FOR 55 PITCHED DRAIN PAN COIL CONNECTIONS SERVICE DISCONNECT SWITCH DIM °T" INDIRECT FIRED MODULE BY HP SEE PLAN FOR ODD LOCATION WEATHERPROOF FLEX CONNECTION SEE M3.01 FOR ROOF PENETRATION SLOPED FILTER INTAKE DIM "G" SEE PLAN FOR BDD LOCATION O.C. GREASE DRAIN SEE ROOF PLAN FOR LOCATION NOTES: 1. SEE ROOF PLAN SHEET M3.01 FOR ALL EXHAUST FAN LOCATIONS. 2. KEC - KITCHEN EQUIPMENT CONTRACTOR. DIM "F" AIRFLOW 4 4' - 0" MIN. GAS FIRED MAKE -UP AIR UNIT STACKHEAD UTILITY EXHAUST SLEEPERS BY KEC, SEE DRILL WEEP HOLE IN FAN HOUSING W LOW POINT, RECOAT METAL AT HOLE. "MASON" BR TYPE ISOLATION MOUNT OR SSLFH SEISMIC SPRING ISOLATORS DETAIL - UTILITY SET EXHAUST FAN (EF -1) Scale: N.T.S. FAN INSTALL ON 4"x4" SLEEPERS G.C., SEE - 3.00" ROOF 10.00" --- 10.00" HOOD INFORMATION HOOD INFORMATION 48.00' 8' 0.00" I-I-5 PLAN VIEW - 8' 0.00" LONG 4224VHB -G 16.00° HOOD - H -1L (MAIN) U.L USTED SCREW IN COMPACT FLUOR ,,- 24.00° ,00 DISHWASHER HOOD 10.00" 24 . 07 _-=71 / 0.00" 30.00' ' 60.00" H -1 PLAN VIEW - 10' O.00' LONG 5424ND-2-PSP-F 6.00° 13 10.00" A EXHAUST 10.00" ,I- 20.00" 60.00" 30.00° A' 4' PVC VENT TERMINAL WITH MESH PROTECTIVE SCREEN INSIDE EXHAUST VENT TERMINAL FLASHING 26.00° HOOD - H -2M (MAIN) U-L USTED SCREW IN COMPACT FLUOR I - 6 -00° 10.00" 60.00' 10' 0.00° 10.00" ROOF NOTES: 1. DETAIL FOR GAS FIRED WATER HEATER. 2. AIR OUTLET OPENING SHALL BE SHALL BE 10 FT AWAY FROM AIR INTAKE OPENING. DETAIL - EXHAUST /INTAKE VENT DETAIL Scale: N.T.S. 1' -8" 60.00" "I' 30.00" J1-2 PLAN VIEW - 1 0' 0.00' LONG 5424ND -2 -PSP -F 5 DETAIL - HOOD #1, 2, 3, 4 & 5 Scale: N.T.S. ,11-4 PLAN VIEW - 6' 6.00" LONG 48241.10-- 2-PSP-F 6' 6.00" U.L LISTED SCREW IN COMPACT FLUOR 0 0 HOOD - H -4 v 6.00" 11.00" HOOD - H- 3R(MAIN) U .U.L LISTED SCREW IN COMPACT FLUOR 0.0000• 10,00" 10.00" ituAtcr • ' 47.00" taamo' L 28.00" ISM 10.00' 41.00" --' -- • - • 41.00" ARCHITECTURAL S&C - ARCHITECTURAL TI - 3.00" 47.00° 6' 10.00 "Nom. /6' 10.00 °OD A I { -3 PLAN VIEW - 6' 10.00" LONG 5424ND -2 -PSP -F DRAWNG XREF DATES trade: date: trade: date: 0 cei U a r cn w 12.00" B INTAKE 3.00" 0 0 T LIGHT AND FAN SWITCHES PENDING CITY APPROVAL 4' PVC 45' WITH DIVERTER PLATE AND ADAPTER SCREEN INTAKE VENT TERMINAL FLASHING ROOF 4' PVC FROM HOT WATER HEATER bOi•-•Lite APPROVED FOR CONSTRUCTION • 'v'® 4 RECEIVED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER apP date: (01231v( E C 9 E 0 C w I- cadd file name: M602 • (EWER 0203 I I 0/Z_V6 7 t.1 y w . mom 40 coo gni o� a O m� p 4 ;V C4 Prl WWI m Ca gi o 00 elonsi Q. I- E c . N N v 'Si i 0 0 C 'O W U date of last revision: 1 0/22/07 M6.02 HANGING ANGLE 3" STANDOFF HOOD # 1,2,3 & 4 EXHAUST RISER GREASE DRAIN WITH REMOVABLE CUP EQUIPMENT BY OTHERS 100W VAPORPROOF INCANDESCENT UGHT SECTION VIEW - MODEL 5424-ND-2 WITH PSP ACCESSORY EXHAUST RISER LE ,/- ANGLE ALUMINUM MESH FILTER FULL PERIMETER GUTTER EQUIPMENT BY OTHERS SECTION VIEW - MODEL 4224 -VH1 WITH FULL PERIMETER GUTTER HOOD # 5 2.75" SUPPLY RISER WITH VOLUME DAMPER 23.5% OPEN STAINLESS STEEL PERFORATED PANEL PRESS FIT UNTIL PANEL FACES ARE FLUSH WITH HOOD AND POP RIVET OR SCREW PANELS TO C -CHANNEL COMPLETED WRAPPER ASSEMBLY FACTORY C- CHANNEL TOP SEAM ON HOOD NOTCH REQUIRED WHERE SEAM MEETS WRAPPER FIG.3 TOP HOOD SEAM DETAIL INSTALLER TO — FASTEN WRAPPER TO FACTORY C- CHANNEL HOOD OPTIONS BACKSPLASH WRAPPER PANELS FLANGED FOR RIGIDITY ----- WRAPPER END SLIDE SIDE PANEL BETWEEN WALL AND 'L" BRACKET. POP RIVET OR SCREW SIDE PANEL TO WALL "L" BRACKET. HOOD OPTION N0. H -1L BACKSPLASH 80.00" HIGH X 120.00" LONG 4.30 55 FIELD WRAPPER 17.00" HIGH FRONT, LEFT, H -2M BACKSPLASH 80.00" HIGH X 120.00" LONG 430 SS FIELD WRAPPER 17.00" HIGH FRONT, H -3R BACKSPLASH 80.00" HIGH X 94.00' LONG 430 SS HELD WRAPPER 17.00" HIGH LEFT, H -4 BACKSPLASH 80.00" HIGH X 90.00" LONG 430 SS FIELD WRAPPER 17.00 HIGH FRONT, LEFT, RIGHT, H -5 FIELD WRAPPER 17.00" HIGH FRONT, LEFT, RIGHT, WRAPPER --I FACTORY MOUNTED C- CHANNEL SCREW OR POP -RIVET HEIGHT POSITION BOTTOM 3/8' FLANGE OF WRAPPER UNDER C- CHANNEL FIG.1 WRAPPER DETAIL BACKSPLASH KINK OVERLAPPED BY ADJACENT SECTION SIDE OF HOOD FASTEN "L" BRACKET TO WALL WALL "L" BRACKET INSIDE OF SIDE PANEL TOP OF HOOD FIG.2 WALL ANGLE trade: ARCHITECTURAL S&C - ARCHITECTURAL TI date: I trade: date: PENDING CITY APPROVAL APPROVED FOR CONSTRUCTION RECEIVED CITY OF TUKWILP NOV 1 3 2007 PERMIT CENTER date: i0 I 13M4103 1 cadd file name: date of last revision: M603 ce La La a co re z � Q z V W I— L ' U N J LL1 .01 z ��o LLI CO 6� W Q W M le M 10/22/07 M6.03 SCREW HOLES AT 2 O'CLOCK AND 8 O'CLOCK TYPICAL ANSUL R-1 02 SYSTEM LAYOUT ANSUL PULL STATION DETAIL FACTORY PIPING FIELD PIPING ANSUL R -102 FIRE SYSTEM SPECIFICATIONS 1/Z CONDUIT STRAIGHT UP TO ABOVE CEILING UNE, NO OFFSETS OR BEND 4° STANDARD ELECTRICAL OCTAGON BOX 5 ABOVE FINISHED FLOOR OR IN ACCORDANCE WITH LOCAL CODE. THE REGULATED RELEASE MECHANISM SHALL BE COMPATIBLE WITH A FUSIBLE UNK DETECTION SYSTEM. THE FUSIBLE UNK SHALL BE SELECTED AND INSTALLED ACCORDING TO THE OPERATING TEMPERATURE IN THE VENTILATING SYSTEM. THE FUSIBLE UNK SHALL BE SUPPORTED BY A DETECTOR BRACKET/ UNKAGE ASSEMBLY. PLENUM PROTECTION NOZZLE NOTE: HEIGHT OF PULL STATION SHOULD BE DETERMINED IN ACCORDANCE WITH AUTHORITY HAVING JURISDICTION. THE RESTAURANT FIRE SUPPRESSION SYSTEM SHALL BE THE PRE- ENGINEERED TYPE WITH A FIXED NOZZLE AGENT DISTRIBUTION NETWORK. IT SHALL BE LISTED UL) WITH UNDERWRITERS LABORATORIES, INC. ( THE SYSTEM SHALL BE CAPABLE OF AUTOMATIC DETECTION AND ACTUATION WITH LOCAL OR REMOTE MANUAL ACTUATION. ACCESSORIES SHALL BE AVAILABLE FOR MECHANICAL OR ELECTRICAL GAS UNE SHUT -OFF APPLICATIONS. THE EXTINGUISHING AGENT SHALL BE A POTASSIUM CARBONATE, POTASSIUM ACETATE -BASED FORMULATION DESIGNED FOR FLAME KNOCKDOWN AND SECUREMENT OF GREASE RELATED FIRES. IT SHALL BE AVAILABLE IN PLASTIC CONTAINERS WITH INSTRUCTIONS FOR LIQUID AGENT HANDLING AND USAGE. DUCT PROTECTION NOZZLE DECTECTOR REMOTE MANUAL PULL STATION REMOVABLE STAINLESS STEEL SERVICE DOOR AGENT TANK OEM RELEASE/ BRACKET ASSEMBLY NOTES - FIELD PIPE DROPS AS SHOWN - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, SALAMANDERS, ETC. - MAXIMUM 9 ELBOWS IN SUPPLY LINE. - MINIMUM 72 INCHES OF AGENT UNE FROM TANK TO FIRST NOZZLE. - IF APPLICABLE, PRE -PIPED CHARBROLER DROPS ARE SHIPPED LOOSE. - FACTORY PIPING EXTENDS A MAXIMUM OF 6" ABOVE THE TOP OF THE HOOD. - APPLIANCE DIMENSIONS USTED REPRESENT THE COOKING SURFACE SIZE, NOT THE OVERALL APPLIANCE SIZE. 14.0000" 16.0000" HOOD # 1 15.0000° 12.0000° 1 12.0000" L 13.0000" 1 13.0000° J 12.0000" 1 10.0000" 12.0000" 1 A 1.5 GALLON TANK 1B 3 GALLON TANK 2 OEM AUTUMN RELEASE 3 OEM REGULATED RELEASE 4 OEM REGULATED ACTUATOR 5 ANSULIX LIQUID AGENT (3 GAL) 6 ANSULIX UQUID AGENT (1.5 GAL) 7 CARTRIDGE (101 -20) 8 CARTRIDGE (101 -10) 9 CARTRIDGE (101 -30) 9A CARTRIDGE (LT- A- 101 -30) 98 DOUBLE TANK CARTRIDGE 10 TEST UNK 11 DOUBLE MICROSWITCH 12 HOSE ASSEMBLY 1100 DUCT NOZZLE (430913) 2W DUCT NOZZLE (419337) H- 13.0000 " -I- 13.0000 " -I 14.0000" HOOD # 2 14.0000" 1W NOZZLE ASSEMBLY (419336) 1F N0771 ASSEMBLY (419333) 1N NOZZLE ASSEMBLY (419335) 1/2N ASSEMBLY (419334) 3N NOZZLE ASSEMBLY (419336) 245 NOZZLE ASSEMBLY (419340) 230 NOZZLE ASSEMBLY (419339) 2120 NOZZLE ASSEMBLY (419343) 290 NOZZLE ASSEMBLY (419342) 260 NOZZLE ASSEMBLY (419341) 28 DETECTOR BRACKET 29 LOW TEMP FUSIBLE UNK 30 HIGH TEMP FUSIBLE UNK MGV MECHANICAL GAS VALVE EGV ELECTRICAL GAS VALVE 34 REMOTE MANUAL PULL STATION S SWIVEL ADAPTOR 24.0000" 24.0000" 30.0000" 30.0000" 15.0000 " --I NOZZLE EXTENDS 6 INCHES BELOW HOOD 0.1745" HOOD # 3 STEAMER 32.00" L X32.00° D NO PROXIMITY RATING 11 1 1 I 11 157 1 11 I 1 1 11" - II 1 I 11 1 QI 11 11 1 11 11 11 1 11 11 11 1 11 11 11 1 11 11 11 1 JL J L _IL J OVEN 32.00" L X32.00" D HIGH PROXIMITY EXTRA Q� EXTRA QS RANGE -SHELF (20 "MIN FROM GRATE) RANGE -SHELF (20 "MIN FROM GRATE) GAS RADIANT CHARBROILER - S GRIDDLE (1 FL) OVEN 36.00" L X24.00 0 36.00" L X24.00" D 60.00" L X24.00" D 24.00" L X24.00" 38.00" L X24.00" D HIGH PROXIMITY HIGH PROXIMITY HIGH PROXIMITY HIGH PROXIMITY HIGH PROXIMITY trade: EXTRA QUICK SEALS TO OE PLUGGED IN FACTORY DRAWING )(REF DATES date: trade: approve ARCHITECTURAL S&C - ARCHITECTURAL TI - APPROVED FOR CONSTRUCTION cc` RECEIVED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER PENDING CITY APPROVAL E O N CJ I 0 a. date of last revision: 1 0/22/07 M6.04 date: / cadd file name: ± J-1 M604 FAN SCHEDULE DC# FAN NUMBER QTY LOCATION SERVED MAKE TYPE MODEL CLASS PERFORMANCE DATA PERFORMANCE (FUTURE) HP FLA VOLTS/ PHASE WGT, LBS. ROOF OPENING REMARKS CFM S.P. RPM BHP CFM S.P. RPM BHP INPUT VOLT. F.L.A. RH -1 PATIO DETROIT HL2- -20 -65 50000 120/1 4.8 4 - 13' - O" 150 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11 EF -1 1 ROOF KITCHEN HOOD 1 CAPTIVE AIRE UTILITY BI24CARM 1 4,500 1.85 _ 948 1. - - - - 3 4.7 460/3 940 26 X 26 1, 2 EF -2 1 ROOF KITCHEN HOOD 2 CAPTIVE AIRE UP -BLAST NCA16HPFA - 2,334 1.65 1333 RTU -1 - - - - 1.5 2.3 460/3 485 24 X 24 1, 2 EF -3 1 ROOF DISHWASHER HOOD CAPTIVE AIRE UP -BLAST DU5OHFA - 1,200 0.75 1336 218.7 - - - - 0.5 8.1 208/1 140 17.5 X 17.5 1, 3 EF -4 1 ROOF TOILET GREENHECK DOWNBLAST GB- -091 -3 - 500 1.5 1366 0.25 - - - - 3/4 7.2 120/1 75 14.5X14.5 1, 3, 4 GAS FIRED RADIANT HEATER SCHEDULE DC# LOCATION MAKE MODEL LENGTH FT KW DXFC# RH # LOCATION MAKE MODEL HEATING MBH ELECTRICAL FLUE SIZE COMBUSTION AIR SIZE LENGTH WEIGHT LBS. WEIGHT DC -1 MAIN DOOR S MARS REMARKS 5 2 4000 INPUT VOLT. F.L.A. RH -1 PATIO DETROIT HL2- -20 -65 50000 120/1 4.8 4 - 13' - O" 150 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11 RH -2 PATIO DETROIT HL2 -20 -65 50000 120/1 4.8 4 - 21' - 7 150 1. 2, 3, 4, 5, 6, 7, 8, 9, 10, 12 RTU -1 PARTIAL DINING AAON RM -D20 -3 18 DOWNFLOW Y 80.19 63.79 100 11.5 NA 227.37 196.04 2,180 6,300 1.75 950 4.06 1 7.5 270 218.7 218.7 D.X. FAN COIL SCHEDULE (SPLIT SYSTEM) DC# LOCATION MAKE MODEL LENGTH FT KW DXFC# AREA SERVED MAKE MODEL MATCHING COND. UNIT COOLING, MBH FAN PERFORMANCE DATA REMARKS ELECTRICAL FILTERS VOLTAGE WEIGHT DC -1 MAIN DOOR S MARS REMARKS 5 2 4000 ENT. DB /WB TOTAL SENS, CFM OA CFM ESP MHP HEAT KW VOLTS /PH FLA MCA QTY. SIZE DXFC -1 PARTY ROOM TRANE 2TEC3F24A1 CU -D06 80/67 24 17 800 280 0.5 1/3 5 208/3 37 1 20x20x1 150 1, 2, 3, 4, 5, 6, 7, 8, 9, 10 RTU -1 PARTIAL DINING AAON RM -D20 -3 18 DOWNFLOW Y 80.19 63.79 100 DOOR CURTAIN SCHEDULE DC# LOCATION MAKE MODEL LENGTH FT KW EER FAN ELECTRICAL REMARKS CONT. VOLTAGE DBA WEIGHT REMARKS CFM. H.P. VOLTAGE FLA. DC -1 MAIN DOOR S MARS 60CHS 5 2 4000 1 208/3 4 - 69 110 1, 2, 3 2800 1, 2, 4, 5, 6 MHP IN OUT REQD. OUT DESIGN 'F VOLTS /PH MCA AMPS QTY EFF SIZE SPLIT SYSTEM CONDENSING UNIT SCHEDULE C.U. # MAKE MODEL DXFC SERVED MBH ELECTRICAL EER SEER. WEIGHT (LBS) REMARKS VOLTS /PH MCA CU -01 TRANE 2TWB3024A DXFC -1 2 208/3 9 ELECTR CAL 13 263 1, 2, 4, 5, 6 CU -02 MCQUAY ACZ02OA MUA -1 211.1 460/3 41 11.5 RPM 2800 1, 2, 4, 5, 6 ROOF TOP UNITS AC # AREA SERVED MAKE MODEL NOM. TONS DOWNFLOW/ HORIZONTAL FACTORY CURB (Y /N) ENTERING AIR CONDENSING TEMP 'F ARI EFFICIENCY COOLING CAP, MBH OUTSIDE AIR CFM SUPPLY FAN DATA GAS HEAT, MBH SAT SETPT ('F) ELEC. HEAT (KW) WINTER ELECTR CAL WEIGHT (LBS) FILTERS REMARKS DB WB EER IPLV TOTAL SENSIBLE CFM ESP RPM BHP QTY. MHP IN OUT REQD. OUT DESIGN 'F VOLTS /PH MCA AMPS QTY EFF SIZE RTU -1 PARTIAL DINING AAON RM -D20 -3 18 DOWNFLOW Y 80.19 63.79 100 11.5 NA 227.37 196.04 2,180 6,300 1.75 950 4.06 1 7.5 270 218.7 218.7 56 N/A 24 460/3 52 47 4100 6 30% 24 "x24 "x2" 1, 2, 3, 5, 7 RTU -2 PARTIAL DINING AAON RN -A13 -3 13 DOWNFLOW Y 83.10 64.76 100 10,6 NA 158.4 137.35 2,160 3,705 1.5 1569 2.78 1 5 180 146 146 56 N/A 24 460/3 32 30 2700 6 30% 24 "x24 "x2" 1, 2, 3, 5, 7 RTU -3 KITCHEN AREA AAON RN -007 -3 7 DOWNFLOW Y 90 67 100 10.3 NA 98.47 92.8 2,650 2,650 1.5 1745 1.7 1 3 180 146 146 56 N/A 24 460/3 25 22 2000 4 .30% 24 "x24 "x2" 1, 2, 3, 5, 6 1: WIRING AND DISCONNECTS BY E.C. SINGLE POINT POWER CONNECTION. 2: RETURN SMOKE DETECTORS SUPPLIED & INSTALLED BY M.C. ALL FLS WIRING AND INTERLOCKS BY FLS CONTRACTOR. 3: UNIT PROVIDED WITH 32" HIGH ROOF CURB 4: UNIT PROVIDED WITH 44" HIGH ROOF CURB 5: UNIT PROVIDED WITH STAGED GAS CONTROL 6. WITH STAILESS STEEL HEAT EXCHANGER 7. WITH ALUMINUM HEAT EXCHANGER MAKE —UP AIR UNIT SCHEDULE 17 (Y /N) HORIZONTAL Y 90 67.0 90 204 5,884 5,884 0.55 949 1 7.5 181 OUT 148.4 ('F) (KW) 134 N/A 21 460/3 24 MUA # MUA -1 AREA SERVED KITCHEN MAKE CAPTIVE AIRE MODEL A3- D.750 -G18 NOM. DOWNFLOW/ FACTORY ENTERING AIR CONDENSING 1: E.C. TO PROVIDE ALL POWER WIRING AND DISCONNECTS (U.N.O.), SINGLE POINT POWER CONNECTION (U.N.O.) (THIS NOTE APPLIES TO ALL EQUIPMENT IN THE UST ABOVE 2: AUTOMATIC MOTOR STARTER WITH HOA SWITCH SHALL BE PROVIDED AND INSTALLED BY E.C., COIL CIRCUIT POWERED BY E.C., COIL VOLTAGE TO BE 120V. 3: MANUAL STARTER W /OVERLOAD PROTECTION SHALL BE PROVIDED AND INSTAI I FD BY E.C. 4: INTERLOCK WITH EF--1, EF-2 AND EF -3 5 PROVIDE UNIT WITH STAINLESS STEEL HEAT EXCHANGER. 1: E.C. TO PROVIDE ALL POWER WIRING AND DISCONNECTS (U.N,O.), SINGLE POINT POWER CONNECTION (U.N.O.) (THIS NOTE APPLIES TO ALL EQUIPMENT IN THE UST ABOVE) 2: AUTOMATIC MOTOR STARTER WITH HOA SWITCH SHALL BE PROVIDED AND INSTALLED BY E.C., COIL CIRCUIT POWERED BY E.C., COIL VOLTAGE TO BE 120V. 3: MANUAL STARTER W /OVERLOAD PROTECTION SHALL BE PROVIDED AND INSTAIIFD BY E.C. 4. RUNS CONTINUOUSLY DURING OPERATING HOURS. 1. WIRING AND DISCONNECT BY E.C. SINGLE POINT POWER CONNECTION. 2. MANUAL STARTER W /OVERLOAD PROTECTION SHALL BE PROVIDED AND INSTAI I FD BY E.C. 3. DBA IS MEASURED IN FREE AIR 10 FEET FROM THE NOZZLE. 1. WIRING AND DISCONNECT BY E.C. SINGLE POINT POWER CONNECTION. 2. P.C. TO PROVIDE CONDENSATE DRAINAGE AND FIELD VERIFY IF CONDENSATE PUMP IS REQUIRED 3. E.C. TO PROVIDE 115V POWER TO CONDENSATE PUMP IF REQUIRED 4. HANG WITH MASON TYPE "HD" NEOPRENE HANGERS. 5. LOW VOLTAGE CONTROL WIRING BETWEEN DXFC AND CONDENSING UNIT BY M.0 CONTROLS CONTRACTOR 6. BAS TO MONITOR CONDENSATE ALARM SWITCH. 7. UNIT PROVIDED WITH CONDENSATE OVERFLOW SENSOR. SENSOR SHALL DISABLE THE UNIT. 8. PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED AND INSTALLED BY CONTROL CONTRACTOR (M.C, SETBACK AND SHUT - OFF - AUTOMATIC CONTROL SHALL HAVE A MINIMUM 7 DAY CLOCK AND BE CAPABLE PER WEEK, BE CAPABLE OF RETAINING PROGRAMMING AND TIME SETTING DURING LOSS OF POWER FOR A AN ACCESSIBLE MANUAL OVERRIDE, OR EQUIVALENT FUNCTION, THAT ALLOWS TEMPORARY OPERATION OF 9. COOLING CAPACITY RATED AT 80 F DB /67 FWB AIR ENT'G INDOOR COIL & 95 FOB AIR ENT'G OUTDOOR 10. PROVIDED WITH 100% OSA ECONOMIZER. OSA DAMPER TO FULLY CLOSE WHEN UNIT IS OFF. 1. WIRING AND DISCONNECT BY E.C. SINGLE POINT POWER CONNECTION. 2. LOW AMBIENT KIT PROVIDED AND INSTAJ I FD BY REFRIGERANT PIPING CONTRACTOR. PENN P66 SERIES. 3. FASTEN TO FLOOR ON MASON TYPE "W" WAFFLE PAD WITH BOLT ISOLATION BUSHINGS. 4. EER AND SEER RATINGS PER ARI 210 /240 -1994 5: OPTIONS INCLUDE CRANKCASE HEATER KIT, AND TSTAT. 6: LOW VOLTAGE CONTROL WIRING BETWEEN DX FAN COIL AND CONDENSING UNIT BY M.C. CONTROLS CONTRACTOR ARI EFFICIENCY COOLING CAPCITY 1: MAX. 2 -90' Fl ROWS. MAX. 20' LENGTH. 2: CODE REQUIRED DISCONNECT SHALL BE PROVIDED AND INSTAI I En BY E.C. 3: LINE VOLTAGE TIMER IS PROVIDED BY M.C. AND INSTALLED BY E.C. 4: LABEL FOR TIMER IS PROVIDED AND INSTALLED BY M.C. 5: STANDARD EQUIPMENT: REFLECTORS, REFLECTOR END CAPS, MANUAL GAS SHUT -OFF VALVE, HANGER CLAMPS & CHAINS. 6: OPTIONS INCLUDE: 12 HOUR WALL TIMER, CHAIN. 7: INSTALL TRANSVERSE CABLE RESTRAINT /BRACE TO PREVENT SWAY. 8. UNIT USES NATURAL GAS. 9. TWO STAGE GAS VALVE AT 100% AND 65 %. 10. UNIT USES STRAIGHT TUBE. 11. UNIT USES U -TUBE. OUTSIDE OF BEING SET FOR SEVEN DIFFERENT DAY TYPES PERIOD OF AT LEAST TEN HOURS AND INCLUDE THE SYSTEM FOR UP TO TWO HOURS. COIL SUPPLY FAN DATA GAS HEAT MBH SAT ELEC. WINTER ELECTRICAL AMPS 11 NOT APPROVED FOR CONSTRUCTION WEIGHT (LBS 3510 trade: ARCHITECTURAL S&C — ARCHITECTURAL 11 — QTY FILILHS SIZE 16 "x20 °x2° DRAWNG XREF DATES date: trade: REMARKS 1,2,4,5 PENDING CITY APPROVAL date: 0 APPROVED FOR CONSTRUCTION RECEIVED CITY OF TUKVVILF, NOV 13 2007 PERMIT CENTER date : / g7/2%.5 E S C 0 E v C v I d/ 44 ip wa Cf N 11 111C D3 0 N i a I m o aQ N esi m o WWI ° 0 a co MC 4 N Pre us x en Q MINIM Oo � a: date of last revision: M7.01 cadd file name: M701 ► a. 0. a 1 0/22/07 KITCHEN EQUIPMENT UST (EQUIPMENT WITH PLUMBING OR GAS ONLY) ITEM NO. DESCRIPTION MANUFACTURER MODEL NO. QTY MECHANICAL REMARKS GPM GALLONS PER MINUTE AD AREA DRAIN CV GATE VALVE GAS BTU HW CW WASTE DFU DIR CONN HOSE BIBB Notes ACCESS PANEL HO HUB DRAIN BEL BELOW HPCW HIGH PRESSURE COLD WATER BFV BUTTERFLY VALVE HPT HYDRO - PNEUMATIC TANK BP BOOSTER PUMP HW K1 Not Used BATHTUB HWC NOT WATER CIRCULATING BV BALL VALVE IE INVERT ELEVATION BWV BACKWATER VALVE LBS POUNDS (UNIT OF FORCE) CD K1B 6 0/B Range Top Quest custom 1 1" 180.000 CLG CEILING MPG MED. PRESSURE GAS CO CLEANOUT 1, 2 KIC 8 burner range Quest custom 1 1" 240,000 ORD OVERFLOW ROOF DRAIN CONN CONNECT /CONNECTION ORL OVERFLOW RAIN LEADER 1, 2 K3 Broiler - 58' Quest QBD58 ND 1 1' 195,000+ CW COLD WATER (DOMESTIC) POC POINT OF CONNECTION D DROP (DOWN IN ELEVATION ON SAME FLOOR) 1, 2 K4 Griddle Accutemp EGT -24 1 1' 180.000 PT PRESSURE TEMPERATURE TRAP (FETE'S PLUG) DD DECK DRAIN R RISE (UP, SAME FLOOR LEVEL) 1 K5A Deep Fryer - Caster Quest MV40 3 3/4" 130,000 DSN DOWNSPOUT NOZZLE RL.BG RAIN LEADER BELOW GRADE DWG Use 3/4" Gas Hose Supplied 1, 2 K8B Cold Drawer Base Quest 10D Remote 1 EA EACH TB THRUST BLOCK FFD EMERGENCY EYEWASH N Indirect Waste from Col, Indirect Connection 1, 2 KBC Cold Drawer Base Quest 10D Remote 1 TYP TYPICAL ET EXPANSION TANK FED UP (THRU FLOOR ABOVE) N Indirect Waste from Col, Indirect Connection 1, 2 K10 Cvap Cook & Hold Winston CAC507- HL -3-A 1 FC FLEXIBLE CONNECTION VTR 1/2' FCO FLOOR CLEANOUT W WASTE 1, 2 K11A Not Used WASTE BELOW GRADE FFD FUNNEL FLOOR DRAIN WC WATER CLOSET FLR FLOOR WCO WALL CLEANOUT FS FLOOR SINK WH K19 Soft Drink Carbonator Habco or similar 750 4 0 GAS W/ 1/2" 1, 2 K21 Coffee Brewer Bunn CBDCF35 -TC 4 1/4' Install Backflow Preventor and Shut Off Valve 1, 2 K24 Glass Washer (US) Dolfyn Ecolab 2 1/2' 1/2" 2' 3 N Indirect Connection 1, 2 K26 Cappuccino Machine Nuova SeTni Microbar 1 1/4' 1 N Indirect Connection 1, 2 K29 Dishwasher (US) Ecolab ES -4000 1 3/4' 2" 4 Y 1, 2 K29A Dishwasher Booster Hatco C -12 1 3/4' 1, 2 K31 Walk -In- Cooler Box Coldmatic or similar 1 1" 1 N Indirect Connection 1, 2, 4 K32A Beer Coils 1 1' 1 N Indirect to FFD 1, 2, 4 K33A Walk -In Protein Coder Coils 1 1" 1 N Indirect to FFD 1, 2 K34 Modular Ice Storage Bin 1 3/4" 1, 2 K34A Cuber - 1300 LBS 1 2x1/2" 2x3/8°. 3/4' Water Cooled, Indirect Connection 1 K35A Walk -In Freezer Coils Coldmatic or simlar 1 1" 1 N Heat Trace On Drain, Indirect Connection 1, 2, 4 K36 Wine Wall Col Refigom or similar 1 1' 1 N In Ceiling Above Wkiewall, Indirect Connection 1, 2, 4 K37 Ice Cooker Tiger JHC2200 1 1/r 55,000.00 1, 2, 4 K40 Beer Towers Penick or similar 10 1/2' 1" 1 N Indirect Connection 1, 2, 4 K47 Spare _O 1' 1 1, 2 K47b Refrigerated Compressor Bar custom 2 1' 1 N Sdf Contained 1, 2, 4 K50 Spare custom 1 1" 1 N Indirect Connection 1, 2 K51 Refrigerated Compressor - Front Line Kairak or simiar custom 1" 1 N Self Contained Indirect Connection 1, 2, 4 K58 Tit Skillet Cleveland SET15 /ST26 1 N Connect from Base, Indirect Connection 1, 2 K66 Slush Unit - Remote Taylor RD30 2 3/8' 1" 1 N Water Cooled, Indirect Connection 1, 2 K66A Slush Machine Sef- Contained /Slush Unit -Self Contained Taylor 432 Sdf Contained /Cabana 1 1, 2 54 Bain Marie Table QMW custom 1 1" 1 N Plumb 1" waste to adjcent jub drain 1, 2 S17B Cocktail Mix Station QMW custom 3 1 -1/2" 2 N Indirect Connection 1, 2 S18F Plate Warmer with Bane Marie QMW custom 1 1/2" 2 N 1, 2 S19B Refrigerated Compressor - Back Bar- 48" (K47) QMW custom 1 1" 1 N Indirect Connection 1, 2 S19C Refrigerated Table - Back Bar- 48' Double Sided (K47b) QMW custom 1 1" 1 N Indirect Connection 1, 2 S19D Refrigerated Table - Back Bar- 108' Double Sided (K51) QMW custom 1 1' 1 N Indirect Connection 1, 2 S22 Droinshelf Over Potsink QMW custom 1 N Drain Sink To Below, Indirect Connection 1, 2 S25 Pot Sink - Triple QMW custom 1 1/2" 1 IT 1-1/2" 3 N Indirect Connection 1, 2 S25a Clean Dish Table QMW custom 1 1 - 1/2' 2 N Indirect Connection 1, 2 S26 Soiled Dish Table QMW custom 1 1/T 1/2- 1-1/2" x 2 2 N Inc Sink & Dumpsink 1, 2 S28a Food Salad Table QMW custom 1 1/2" 1/2" 1 -1/2' 2 N Indirect Connection 1, 2 S29 Bar Sink QMW custom 3 1/2' 1/2" 1 -1/2" 2 Y 1, 2 S29a Double Bar Sink QMW custom 1 1/2" 1/2' 1 -1/2" 2 Y 1, 2 S30 Hand Sink - Drop In QMW custom 2 1/2' 1/2" 1 -1/2" 2 Y 1, 2 530A Hand Sink - Wall Mounted QMW IFS 2 1/2' 1 /2" 1 -1/2' 2 Y 1, 2 S31 Water Dispenser - Ice Well QMW custom 1 1/2' 1 -1/2" 1 N Indirect Connection 1, 2 S32 - Dipper Well QMW custom 1 1/2" 1 -1/2" 1 N Indirect Connection 1, 2 S36 Wall Panel - Mop Snk QMW custom 1 1/T 1-1/2" 3 Y 1, 2 S45 Cold Table QMW 1 FFD N Indirect Connection 1, 2 S46 Cold Table QMW 1 FFD N Indirect Connection 1, 2 554 Wall Faucet Swing Service Counter - W/Hsink QMW QMW custom 1 1 1 IT 1/2" 1/2" 1/2' 1 - 1/2" 2 Y 1, 2 1. 2 S92 S102 Bar Table QMW 1 5103 Bar Table Draft Beer QMW 1 1/2' 1 -1/2' 2 Y 1, 2 S104 Cabana Back Bar QMW 1 5105 Drink Rai QMW Lot 1 S300 Shater Fdnse QMW custom 2 1/2" 1' 1 Y Supplied By Owner 3 NOTES: 1 KITCHEN EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL KITCHEN EQUIPMENT . 2 MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL COLD, HOT, WASTE, VENT, GREASE WASTE AND GAS PIPING. 3 OWNER FURNISHED AND INSTALLED 4 KITCHEN EQUIPMENT CONTRACTOR SHALL INSTALL DRAIN LINE TO NEAREST FLOOR SINK/DRAIN. PLUMBING FIXTURE SCHEDULE PLUMBING A 'RE` NATIONS AAV AUTOMATIC AIR VENT GD GARAGE DRAIN ABV ABOVE GPM GALLONS PER MINUTE AD AREA DRAIN CV GATE VALVE ADA AMERICANS WITH DISABILITIES ACT GWH GAS WATER HEATER AFF ABOVE FINISH FLOOR NB HOSE BIBB AP ACCESS PANEL HO HUB DRAIN BEL BELOW HPCW HIGH PRESSURE COLD WATER BFV BUTTERFLY VALVE HPT HYDRO - PNEUMATIC TANK BP BOOSTER PUMP HW HOT WATER BT BATHTUB HWC NOT WATER CIRCULATING BV BALL VALVE IE INVERT ELEVATION BWV BACKWATER VALVE LBS POUNDS (UNIT OF FORCE) CD CONDENSATE DRAIN /CANOPY DRAIN LINT LEAVING WATER TEMP CFF CAP FOR FUTURE MAV MANUAL AIR VENT CLG CEILING MPG MED. PRESSURE GAS CO CLEANOUT MH MANHOLE COB CITY OF BELLEVUE MC NOT IN CONTRACT CONC CONCRETE ORD OVERFLOW ROOF DRAIN CONN CONNECT /CONNECTION ORL OVERFLOW RAIN LEADER CP CIRCULATING PUMP ORLBG OVERFLOW RAIN LEADER BELOW GRADE CV CHECK VALVE PD PLANTER DRAIN CW COLD WATER (DOMESTIC) POC POINT OF CONNECTION D DROP (DOWN IN ELEVATION ON SAME FLOOR) PRV PRESSURE REDUCTION VALVE DBP DUPLEX BOOSTER PUMP PSI POUNDS PER SQUARE INCH DCVA DOUBLE CHECK VALVE ASSEMBLY PT PRESSURE TEMPERATURE TRAP (FETE'S PLUG) DD DECK DRAIN R RISE (UP, SAME FLOOR LEVEL) DDCVA DOUBLE DETECTOR CHECK VALVE ASSEMBLY RD ROOF DRAIN DN DOWN (THROUGH FLOOR BELOW) RL RAIN LEADER DSN DOWNSPOUT NOZZLE RL.BG RAIN LEADER BELOW GRADE DWG DRAWING RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY DWV DRAINAGE WASTE AND VENT SP SUMP PUMP EA EACH TB THRUST BLOCK EEW EMERGENCY EYEWASH TD TRENCH DRAIN EL ELEVATION TP TRAP PRIMER ESH EMERGENCY SHOWER TYP TYPICAL ET EXPANSION TANK UP UP (THRU FLOOR ABOVE) EWH ELECTRIC WATER HEATER UPC UNIFORM PLUMBING CODE EWT ENTERING WATER TEMP V VENT FC FLEXIBLE CONNECTION VTR VENT THROUGH ROOF FCO FLOOR CLEANOUT W WASTE FD FLOOR DRAIN WBG WASTE BELOW GRADE FFD FUNNEL FLOOR DRAIN WC WATER CLOSET FLR FLOOR WCO WALL CLEANOUT FS FLOOR SINK WH WALL HYDRANT FU FIXTURE UNIT WHA WATER HAMMER ARRESTOR 0 GAS W/ WITH PLUMBING FIXTURE SCHEDULE NO. DESCRIPTION MANUFACTURER & CATALOG NUMBER TRIM I ACCESSORIES CONNECTION ELECTRICAL REQUIREMENTS _ A NOTES r,; r P--1A NMI P-113 UR -1A _ UR -1B WATER CLOSET SEAT HW N1111111110M �� r_'_� BM .111111111 111111111M mil = M __ In � 1' 3/4" 3/4" - 1 /2' WASTE 4' 4" VENT 2° �I IIERII _NM MIN 1 -1/41 Ini Q - _ KOHLER 4368 FLOOR MOUNTED, VITREOUS CHINA, 1-1/2 TOP SFUD. °HIGHCLIFF° 3 OLSONITE 10�C OPEN FRONT WITHOUT COVER, WHITE, FOR ELONGATED BOWL 3 3 FLUSH VALVE SLOAN OPTIMA 11I ES -S LOW CONSUMPTION 1.6 GPF FLUSH VALVE, ELECTRIC POWERED, SENSOR OPERATED (f 20V POVi BY w C. FLOOR MOUNTED, VITREOUS CHINA, 1-1/2 TOP SPUD, 'WELLCOMME` WATER CLOSET KO fl ER 4350 • 3 SEAT OLSONITE 10CC 0NEN FRONT WITHOUT COVER. WHITE, FOR ELONGATED BOWL - 3 FLUSH VALVE SLOAN OPTIMA 111 ES -S KOHLER K-5016-ET LOW CONSUMPTION 1.6 GPF FLUSH VALVE, ELECTRIC POWERED, SENSOR OPERATED 1201/ FLOWER BY E.C. 3 URINAL ADA FLUSH VALVE WALL HUNG, WHITE CHINA, 'DEXTER" TOP SPUD, SIPHON JET. RIM SHALL NOT BE HIGHER THAN 17' AFF. ___�_ -_— 1 -1/4" —_IIII. �.�. 3 SLOAN OPTIMA 186 -1.0 ES -S 20 V POW R , LOW CONSUMPTION 1 GPF FLUSH VALVE, ELECTRIC POWERED, SENSOR OPERATED 1 BY E.C. URINAL KOHLER K- 5016 -ET WALL HUNG, WHITE CHINA, MUTER' TOP SPUD, SIPHON JET 3 FLUSH VALVE SLOAN OPTIMA 186 -1.0 ES -S KOHLER K -2196 LOW CONSUMPTION 1 GPF FLUSH VALVE, ELECTRIC POWERED, SENSOR OPERATED 120V POWER BY E.C. COUNTERTOP, VITREOUS CHINA °PENNINGTON', WHITE, INSTALLATION TO COMPLY WITH ACCESIBILJTY REQUIREMENTS 3 .' LAVATORY, COUNTER, PUBLIC ADA 3 FAUCET HYDROTEK -5000E SINGLE INLET, ELECTRIC OPERATED, SENSOR OPERATED 120V POWER BY E.C. UNDER SINK P TRAP COVER, TWO ANGLE VALVE COVERS, 5" OFFSET TAILPIECE VA-MCHAIR STRAINER COVER 1 1/4" SEAMLESS BRASS, HEAVY RUBBER BASIN WASHER 3 SAFETY COVER OFF SET LAV GRID STRAINER TRUEBRO 103 McGUIRE 155WC 3 L-- 1B P -TRAP 1 -1/4" BRASS P -TRAP MINIIIIIIIIIIIIIII 2' )__ 1 - 1/2' - 3 VALVE SUPPLIES BRASS CRAFT OCRI920A C TBD LOCK SHIELD LOOSE KEY, CHROME 3 LAVATORY, COUNTER, PUBUC (ADA TROUGH LAVATORY 3 FS -1 FS -2 FD-1 FD-2 TD-1 FAUCET HYDROTEK -5000E SINGLE INLET, ELECTRIC OPERATED, SENSOR OPERATED (120V POWER BY E.C.) ow Il IIIIII___ IM1-_ IIIIIIIII__ 3° 3' 2' 3 '•'.' SAFETY COVER P-TRAP TRUEBRO 103 UNDER SI'1< P TRAP COVER, TWO ANGLE VALVE COVERS, 5' OFFSET TAILPIECE WHEELCHAIR STRAINER COVER 3 1 -1/4' BRASS P -TRAP 3 VALVE SUPPLIES BRASS CRAFT OCR1920A C LOCK SHIED LOOSE KEY, CHROME 3 3, 4 3, 4 3 3 FLOOR SINK FLOOR SINK 'TYPE B' STRAINER ASSEMBLY ZURN -21950 ZURN -21960 ZURN A-415 ZURN Z -328 12" OD ROUND x 8" DEEP CAST IRON FLOOR SINK WITH WHITE ACID - RESISTANT COATING AND ABS DOME STRAINER 8" OD ROUND x 6" DEEP CAST IRON FLOOR SIN< WITH WHITE ACID - RESISTANT COATING AND ABS DOME STRAINER • FLOOR DRAIN, DURA - COATED CAST IRON BODY W/BOTTOM OUTLET. POUSHED NICKEL BRONZE STRAINER. DIAMETER FUNNEL CONVERTING ASSEMBLY, DURA COATED CAST IRON W/FASTENERS TO SECURE FUNNEL TO STRAINER TRENCH DRAIN ZURN Z400J RECTANGULAR FLOOR DRAIN 5x21, 32 SQ IN OPEN AREA STRAINER, INTEGRAL SEDIMENT BUCKET, NICKEL BRONZE TOP 3" 3 NOTES 1 OWNER FURNISHED AND INSTALLED 2 OWNER FURNISHED CONTRACTOR INSTALLED 3 CONTRACTOR FURNISHED AND INSTALLED 4 FURNISHED WITH STAINLESS STEEL MESH /SCREEN b; Mcn—IL -411151W411 1116/4-mNiam, - PAST A PLUMBIN - -6I-- -- I'■ DPI Cal - PWG VALVE BACKWATER VALVE DIAPHRAGM VALVE 4VAC VACUUM REUEF VALVE NCO CLEAN -OUT �— CONCENTRIC REDUCER I - ' ECCENTRIC REDUCER - No— DIRECTION OF FLOW DIRECTION OF SLOPE X PIPE ANCHOR Io PIPE UP I-D PIPE DOWN TOP CONNECTION BRANCH BOTTOM CONNECTION BRANCH GW BUTTERFLY VALVE BALL VALVE GATE VALVE PRESSURE REDUCING VALVE CHECK VALVE DOUBLE CHECK VALVE ASSEMBLY PRESSURE RELIEF VALVE GAS CHECK VALVE SOLENOID VALVE AUTOMATIC BALANCING VALVE MANUAL BALANCING VALVE TWO -WAY CONTROL VALVE THREE -WAY CONTROL VALVE AUTOMATIC FLOW REGULATING VALVE GLOBE VALVE WCO WALL CLEANOUT II HOSE BIBB m WALL HYDRANT 7 PIPE CAP ELBOW II ELBOW (5ANrrARY) I + TEE TEE (SANITARY) COLD WATER HOT WATER HOT WATER RECIRC WASTE /RAINLEADER VENT GREASE WASTE LEGEND PUMP .- M -- WATER METER — FLEX CONNECTION DP DIFFERENTIAL PRESSURE SWITCH --- RPBA H REDUCED PRESSURE BACKFLOW ASSEMBLY ALIGNMENT GUIDE PPS y - r 4 WHA 4FS FC0 YCO - I�I—`- UNION EXPANSION JOINT FLOWMETER, VENTURI WATER HAMMER ARRESTOR BULB WELL FLOW SWITCH BULB WELL WITH SENSOR MANUAL AIR VENT AUTOMATIC AIR VENT AQUASTAT FLOOR CLEANOUT YARD CLEANOUT FLOOR DRAIN; CANOPY DRAIN ® FLOOR SINK OO HUB DRAIN ❑ YH YARD HYDRANT PIPE SLEEVE I Cl IXXXX I THERMOMOTER STRAINER STRAINER W/BLOWOFF PRESSURE GAUGE PRESSURE SWITCH FUNNEL PRESSURE TEST PORT (PETE'S PWG) I•--- FLANGE FITTING II BIND FLANGE THRUST BLOCK TRENCH DRAIN FIXTURE TAG EQUIPMENT TAG SCOPE OF WORK 11 * 64223 1. FURNISH AND INSTALL PLUMBING FIXTURES, SUPPORTS, TRIMS AND NECESSARY ACCESSORIES. 2. FURNISH AND INSTALL DOMESTIC COLD WATER, HOT WATER, WASTE, GREASE WASTE & VENT PIPING, FITTINGS, SUPPORT, VALVES, INSULATION AND NECESSARY ACESSORIES. 3. FURNISH AND INSTALL GAS PIPING, FITTINGS, VALVES, SUPPORTS AND NECESSARY ACCESSORIES. 4. PRESSURE TEST GAS, DOMESTIC COLD WATER AND HOT WATER PIPING. 5. LEAK TEST WASTE AND VENT PIPING. o trade: ARCHITECTURAL SEcC - ARCHITECTURAL 11 - DRAWING )CHEF DATES date: trade: 1. ALL PING AND PLUMBING PER UPC 2006 AND LOCAL AMENDMENTS. 2 DRAINAGE, WASTE AND VENT UNDERGROUND - CAST IRON NO HUB PIPE AND FITTINGS. 3. WASTE AND VENT ABOVE GROUND - CAST IRON NO HUB PIPE AND FITTINGS. 4. VENT PIPING 11/2"O AND SMALLER, ABOVE GRADE CAN BE SCHEDULE 40 GALVANIZED STEEL PIPE WITH THREADED COUPLING. 5. DOMESTIC WATER ABOVE GROUND - COPPER TUBE TYPE L HARD WITH 95 -5 LEAD FREE SOLDER OR MECHANICAL JOINTS SUCH AS VICTAUUC. 6. DOMESTIC WATER BELOW GRADE - COPPER TYPE K SOFT WITH 95-5 LEAD FREE SOWER. 7. GAS PIPING - 2" AND SMALLER - BLACK STEEL, SCH 40, WITH SCREWED JOINTS AND 150 POUND MALLEABLE FITTINGS 21/2' AND LARGER - BLACK STEEL, SCH 40 WITH WELDED JOINTS AND BUTT WELD FITTINGS. 8. FIELD COORDINATE FLOOR SLEEVES WHERE NECESSARY 9. ALL PIPE SIZING NOTED ON THE DRAWINGS ARE MINIMUM. 10. PROVIDE CLEANOUTS ON SANITARY SEWER SYSTEM AS REQUIRED BY CODE 11. THESE PLANS ARE SCHEMATIC AND DO NOT INDICATE EVERY OFFSET REQUIRED FOR ROUTING. IT SHALL BE THE PLUMBING CONTRACTOR'S RESPONSIBILITY TO COORDINATE PIPE ROUTING AND ELEVATIONS WITH OTHER AFFECTED TRADES BEFORE CONSTRUCTION_ WHERE CONFLICTS OCCUR, REROUTING MAY BE NECESSARY. 12. THE PLUMBER SHALL VERIFY ALL DRAIN AND PIPING LOCATIONS WITH ARCHITECTURAL STRUCTURAL., AND KITCHEN CONSULTANT DRAWINGS. 13. ALL FIRE STOPPING OF THROUGH AND MEMBRANE PENETRATIONS AS REQUIRED BY THE UBC SHALL BE PROVIDED AND INSTALLED BY THE PLUMBING CONTRACTOR. 14. VALVES - ALL VALVES TO BE BRONZE WITH A MINIMUM OF 125 PSIG WORKING PRESSURE RATING. USE GATE VALVES OR FULL PORT BALL VALVES ON AU. VALVES 2' /z" AND LARGER, CONVENTIONAL PORT BALL VALVES ON ALL VALVES 2' AND SMALLER. EXCEPT WHERE NOTED OTIERWISE. 15. HANGERS AND SUPPORTS - ALL HANGERS AND SUPPORTS PER M55 SP69. HANGERS DO NOT NEED TO BE OVERSIZED FOR PIPE INSULATION. PROVIDE SUITABLE BRACE FOR HORIZONTAL CAST IRON PER UPC 316. 16. G.C. TO PROVIDE AND INSTALL ACCESS PANELS WHERE NECESSARY FOR ACCESS TO ISOLATION VALVES AND CLEANOUTS. P.C. TO COORDINATE LOCATIONS WITH G.C. 17. PIPE INSULATION: COLD, HOT: USE PRE -FORMED HIGH DENSITY FIBERGLASS WITH AU. SERVICE JACKET. COVER ELBOWS WITH FIBER PACKING AND PRE - FORMED, PLENUM RATED FITTING COVERS. -ALL COLD WATER PIPING: %z' INSULATION WALL THICKNESS (MINIMUM). -ALL HOT WATER PIPING: ALL PIPE SIZES 21/2' AND LARGER 11/2" INSULATION WALL THICKNESS. ALL PIPE SIZES 2' AND SMALLER; 1" INSULATION WALL THICKNESS. ALL RUNOUTS TO FIXTURES NOT EXCEEDING 12' IN LENGTH; '/z' MINIMUM INSULATION WALL THICKNESS. -TRAPS UNDER HANDICAP LAVATORIES: PRE - FORMED INSULATING COVERS COMPLYING WITH ACCESSIBIUTY REQUIREMENTS. USE TRUBRO OR ENGINEERING APPROVED EQUAL. 18. P.C. TO PROVIDE ACCESSIBLE SHUT OFFS FOR ALL DOMESTIC HOT AND COW WATER ONES SERVING FIXTURE BATTERIES. 19. INSTALL SHOCK - ABSORBING DEVICES TO PREVENT WATER HAMMER IN ALL ONES SUBJECT TO ABRUPT SHUT -OFF. 20. PROVIDE WATER METER IN AN ACCESSIBLE LOCATION WITHIN TENANT SPACE 5 FEET ABOVE FINISHED FLOOR. FINISHED FLOOR. METER SHALL HAVE READOUT. 21. GREASE WASTE UNE SHALL BE INSULATED AND HAVE ELECTRIC HEAT TRACE FOR TEMPERATURE MAINTENANCE POR OF NE 1/4 OF NW 1/4 & OF VAC STS DAF N 72.35 FT OF NE 1/4 OF NW 1/4 LY WLY OF C/L VAC 57TH AVE S & S 158 FT OF N 230.35 FT OF E 581.04 FT OF NW 1/4 OF NE 1/4 OF NW 1/4 & POR BEG NE COR OF SUBD TH S 552.42 FT TH N 89 -31 -13 W TO C/L VAC 57TH AVE S TH NLY ALG SD CA. TO N LN OF SUBD TH E TO BEG LESS N 10.83 FT OF E 44.90 FT THOF LESS POR WITHIN FOLG BEG N 89 -40 -24 W 23 FT & S D0 -19 -36 W 433.24 FT FR NE COR OF SURD TH S 00-19-36 E 236.16 FT TH S 89 -40 -24 E 119 FT TH N 00 -19-36 E 21.42 FT TH S 89 -40 -24 E 183 FT TO BEG LESS PARCEL AND /OR PARCELS PER US DIST CT W DIST OF WASH N DIV DEC OF TAKING CIVIL # 6010 PENDING CITY APPROVAL date: PLUMBING NOTES SHEET INDEX EE ji SHEET # SHEET TITLE 1 P0.01 LEGENDS AND NOTES 1 P1.01 PLUMBING SCHEDULES 1 P2.00 UNDERGROUND PLUMBING PLAN 1 P2.01 FIRST FLOOR PLUMBING PLAN 1 P2.02 SECOND FLOOR PLUMBING PLAN 1 P2.03 THIRD FLOOR PLUMBING PLAN 1 P6.01 PLUMBING DETAILS LEGAL DESCRIPTION APPROVED FOR CONSTRUCTION 1- ILGEIVED CITY OF TUKWILA NOV 1 O 2007 PERMIT CENTER approv / to r : 4la7 date: a n O - a a w rn n CD CV Ibmise trace RR 13 v • I ,, 10/4107 11 r R I p 0 W J x 0 nem U W z p Q W La z ▪ mN ..i ing!! fp LL 11111111 13 a. co teL t WWI Pim ca cti t fa ce Z co w 0o U L 0 u I 5! 9 m 5 1 2 � p_ date of last revision: 10 /4/07 P0.01 cadd file name: P00l 0 W N. 0 i HOT WATER CIRCULATING PUMP SCHEDULE PUMP i LOCATION USE MAKE MODEL PUMP PEWOPMANCE DATA IMPELLER DIAMETER FLUID TEMP. WORK USE PRESS. MOTOR DATA WEIGHT LBS REMARKS GPM HEAD EFF. BHP MAX. /MIN. VOLTS /PH. EFF. HP HCP-1 LEVEL 1 DOM HW CIRC PUMP B &G PL-36 2 12 - - 0.17 - 3 230' / - 150 `. 115/1 - - El 14 IIIIIIIMMIMMIIIIIIIIIIIIIIIIII 1, 2. 3 - - - j ITEM NUMBER QTY MODEL MAKE LOCATION TANK CAI'' GAL PERFORMANCE DATA °- 'LIMP OPERATION WEIGHT (LBS.) RECOVERY GPH DT REMARKS KW AMPS V /PH EWH -1 1 DVE -200 A.O. SMITH LEVEL 1 200 180 217 460/3 1500 738 100 1, 2. 3 1. E.C. TO PROVIDE AND INSTALL AU. POWER WIRING AND DISCONNECT (U.N.O.). SINGLE POINT POWER CONNECTION 2. MOTOR EFf1CIEWCY MUST MEET MINIMUM REQUIREMENTS SPECIFIED BY THE WASHINGTON STATE ENERGY CODE AND /OR LOCAL CODE REQUIREMENTS 3. REQUIRES FIFE D INSTALLED AQUASTAT, INSTALLED BY PLUMBING CONTRACTOR. WIRED TO MOTOR STARTER BY E.C. 1. DISCONNECT PROVIDED AND INSTALLED BY E.C. 2 PROVIDE WITH #90 EXTROL EXPANSION TANK. 3. SET HW TEMPERATURE TO 140 DEG F. HAND SINKS WILL HAVE LOCAL MIXING VALVES FOR MIXING TO 100 - 120 DEG F. trade: date: ARCHITECTURAL S&C - ARCHITECTURAL 11 - DRAWING )(REF DATES trade: 1)0 7%-i7 date: NOT APPROVED FOR CONSTRUCTION CITY OF RECEIVED NOV 1 3 2007 PERMIT CENTER PENDING CITY APPROVAL E 2 1-H FIEGTEa M+lee 10/4/07 m > et, 0 c c H - a a7 a aC7 a date of last revision: 10/4/07 P1.01 ca d file name: P101 8.00 \ \ < \ \ • / \ \ 1 6" STUB-UP FOR FUTURE CONNECTION AND FUTURE CLUT 15" 1E:18.00' 8" STUB-UP FOR FUTURE ,.__/_ •, = 1 1 1 7' ., --7 '-- ' N , • - , ( 1 . ' I - • S `,.. 1._ .____-.. . - -I - NI •••• • ••-•ii r. ' ._..'d.. .'.L , C ) 2" V U P \ '' , COMBINE VENTS IN AT A MINIMUM OF (i ABOVE THE FLOOR‘ CW UP 6"RW_ RWL f k, y' \-6/ ' I \. - 1 - r L IL f Ji J i -- - -----,, e----N ,{ --L_J—,_z: L 3" w UP TO WC 8" -\ r 7 / r W UP TO FD j e- 2" W UP 7 TO FD r w UP ) 1 H f UP ni: - ` - 41 WV UP F r1 r w P.O.C. 10" PVC (FOR BEER & POP) 8 5 .—L- 1 . . . win MN EMIMMEMEEIMEM EMEMENEME 11.111.11.11111.111.1. •M••EO.• •INIMM..g11.11111 11111111111111111 .Limmussmin TIMM M_4 11.1•11111111111111 EMIMMEIMM ram -2" W UP W UP flN ! P.O.C. 6 ..1 ya'Aie; . .1 3Amil• • I P.O.C. _iii Rali r 0 r w UP TO MS w I : I L.- 7 2" W UP TO FS / \ • L L — 451 r• I R RWL ii 1 7 . 6 UNDERGROUND PLUMBING PLAN 1 Scale: 1/4• • T-cr lag Er i.'. ■gg .'IC MI RMEES WL §P 6"GW IE=22.5" N O 4000 N G('- REASE I R. REFER TO C I 0 9,4 -.1 T 1,v 611 1 " V UP tYP.1 IBOVE FLOO OMBINTTS I T A MINIMUM OF W UP TO WC 4 W UP trade: DRAWING XREF DATES date: trade: date: ;Da date of last revision: 10/4/07 P2.00 fl ARCHITECTURAL S&C - ARCI•DTECTURAL Ti P.• IV UP p° W UP ITOINC 2 irUP TO FD I _, V UP 2" V UP (TYP.3) \\_ 4"GW UP 2" W UP 11 TP 0 0 0 0 0 1. - 0 KEYED NOTES SHEET NOTES APPROVED FOR CONSTRUCTION RWL DOT- LINETYPE LEGEND = EXISTING CONSTRUCTION = NEW CONSTRUCTION = FUTURE CONSTRUCTION = DEMOU11ON - TENANT BOUNDARY LANDLORD P.O.0 TENANT PROPOSED P.O.C. UTILITY UNES PART OF SHELL AND CORE (BY LANDLORD) VERIFY LOCATION TO AVOID OBSTRUCTION PRIOR INSTALLATION. USE 45 ELL MAXIMUM ONLY. COORDINATE TERMINATION LOCATION WITH KITCHEN EQUIPMENT. RECEIVE CITY OF TUKWILA. NOV 1 3 2007 PERMIT CENTER PENDING CITY APPROVAL approvld: 0 / (0 1r cadd file name: P200 •.,.........,,_. ..., .,, ..., 1: U r, !kI 4, ..-_. , - — — — gpridampram .1.---.-..011 . 2 UP r 11 1 1E704 11 I TO at I ;row 4an- I min •en ,, II ! 17tina - m 11-11 I 4.71114F11 It. i .. •, - ...i .4 _...• r ..M.9 IL' - , ' , ....r Ili t4.411 1.11 imil . TO F' s il lila I • , UP_ 11 to 11 1 r . -.., 8.00 \ \ < \ \ • / \ \ 1 6" STUB-UP FOR FUTURE CONNECTION AND FUTURE CLUT 15" 1E:18.00' 8" STUB-UP FOR FUTURE ,.__/_ •, = 1 1 1 7' ., --7 '-- ' N , • - , ( 1 . ' I - • S `,.. 1._ .____-.. . - -I - NI •••• • ••-•ii r. ' ._..'d.. .'.L , C ) 2" V U P \ '' , COMBINE VENTS IN AT A MINIMUM OF (i ABOVE THE FLOOR‘ CW UP 6"RW_ RWL f k, y' \-6/ ' I \. - 1 - r L IL f Ji J i -- - -----,, e----N ,{ --L_J—,_z: L 3" w UP TO WC 8" -\ r 7 / r W UP TO FD j e- 2" W UP 7 TO FD r w UP ) 1 H f UP ni: - ` - 41 WV UP F r1 r w P.O.C. 10" PVC (FOR BEER & POP) 8 5 .—L- 1 . . . win MN EMIMMEMEEIMEM EMEMENEME 11.111.11.11111.111.1. •M••EO.• •INIMM..g11.11111 11111111111111111 .Limmussmin TIMM M_4 11.1•11111111111111 EMIMMEIMM ram -2" W UP W UP flN ! P.O.C. 6 ..1 ya'Aie; . .1 3Amil• • I P.O.C. _iii Rali r 0 r w UP TO MS w I : I L.- 7 2" W UP TO FS / \ • L L — 451 r• I R RWL ii 1 7 . 6 UNDERGROUND PLUMBING PLAN 1 Scale: 1/4• • T-cr lag Er i.'. ■gg .'IC MI RMEES WL §P 6"GW IE=22.5" N O 4000 N G('- REASE I R. REFER TO C I 0 9,4 -.1 T 1,v 611 1 " V UP tYP.1 IBOVE FLOO OMBINTTS I T A MINIMUM OF W UP TO WC 4 W UP trade: DRAWING XREF DATES date: trade: date: ;Da date of last revision: 10/4/07 P2.00 fl ARCHITECTURAL S&C - ARCI•DTECTURAL Ti P.• IV UP p° W UP ITOINC 2 irUP TO FD I _, V UP 2" V UP (TYP.3) \\_ 4"GW UP 2" W UP 11 TP 0 0 0 0 0 1. - 0 KEYED NOTES SHEET NOTES APPROVED FOR CONSTRUCTION RWL DOT- LINETYPE LEGEND = EXISTING CONSTRUCTION = NEW CONSTRUCTION = FUTURE CONSTRUCTION = DEMOU11ON - TENANT BOUNDARY LANDLORD P.O.0 TENANT PROPOSED P.O.C. UTILITY UNES PART OF SHELL AND CORE (BY LANDLORD) VERIFY LOCATION TO AVOID OBSTRUCTION PRIOR INSTALLATION. USE 45 ELL MAXIMUM ONLY. COORDINATE TERMINATION LOCATION WITH KITCHEN EQUIPMENT. RECEIVE CITY OF TUKWILA. NOV 1 3 2007 PERMIT CENTER PENDING CITY APPROVAL approvld: 0 / (0 1r cadd file name: P200 0 CO IN RISER 15.5 tll■ =NM ® - n Ill u� l �i r ' l .I rim I.l.l.a1 • 111i3rZ��i1i lmrfuv I ;r'i ,I ■r� ti ril;J� VI ■Nl11rf L 'a' .wul1 Fr ■i 1 ��II 1 4 I I ' i -1 fL Q ' FD r II iIuul 11E1 INIMIRRIMERA I1[ liiii © © I 2 -la _ .2 ;I�-}� 1 1 I• j :: u I � N 1 ii — . 7 . _ ka i.-a�..lE �. ... i '��f �1r 1I 1 ll , „ Y qq7 I r � �, 4..4 r E. - li i ` M i - Kil i�nu 1 r ±! ..GllliY IillNl ,_, li 4 _ bill Ir j ,�;r.,.�: .mac. _ - _ ,.- I I tom`= �._ -__ S7�IP' rnf�v7} _ f - `. 7 MEM I TIMM - FNEJEM iiiiiii ■iii ■i�■■i■■� ■iG ■ ■■■ ■rO EN EIENNIMMEM ■i11■■�'r•■•■• INIEZ- (280 MBH 111111111 E ffir -221 ..ai E ' " " /itPBFP TO SLUSH MACHINE r yi lnmJ4 :. I I 1 EMS SYTEM PACKAGE 2"4Y DN ( 3) C INE MI MUM 6' ABOVE FL OR 4' -!I" H-3.. 1 EEMEINENVITIM g 0 ©111111111111 10/4/07 date of last revision: 10/4/07 3 "RWL LIP\ fa 1 ,Cn Linn A FIREFLA4Z I L (T 3 .� PJ y ,� F 1A. 1 ,! -- 1WH NAIN PAN SEE — • '' L 5 ON P6.01. - - PLATFbRM 5' -0" AFF TAR' BY G.C. of furs tine ,1. 3k� 1' TYP 1 f /2 '- n 8FP- TO BEER CQj3I fER E KITCHEN nn S1U AGE CLOSET FIRST FLOOR PLUMBING PLAN Scale: 1/4" 4 "GW DN CO2 P.O.C. WATER METER[- 1 5' -0° AFF SEE DETAIL 3 ON P6.01 r ( ;l} _... ... UTI TY CABINET CO fdTFAINING TD -1 FIRE SUPPRESSION SYSTEM f i {-WATER METERS MBH) ARCHITECTURAL S&C ARCHITECTURAL TI PR STATION 2 (;) trade: date: ARCHITECTURAL TI DRAWL G XREF DATES 0 •� -- - - -1.. H vz CO2 L 4' LPG (2864 MBH) GAS METER BY TENANT P.O.C. BY LANDLORD g-.- 1 1 f/2 P - A UR 1 URP1 UR-1 T 0 4 "GW DN LINETYPE LEGEND klat APPROVED FOR CONSTRUCTION RECEIVED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER - EXISTING CONSTRUCTION - NEW CONSTRUCTION FUTURE CONSTRUCTION = DEMOLJTION = TENANT BOUNDARY KEYED NOTES 0 INSTALL WASHING 01 STATE APPROVED BACKFLOYLPREVENTION DEVICE ON WATER 1UPPLY. -ROUTE DRAIi-TOTP � ROOK - SINK.' - -•- INSTALL TRAP PRIMER II FOR FLOOR DRAIN. Q BACTERIA ENZYME INJECTION SYSTEM TO BE CONNECTED AT OTHER THE UPPER MOST FIXTURE ENTERING THE TRAP, OR INTO THE TRAP COVER DIRECTLY PER COB POLICY. ® UTIIJTY LINES PART OF SHELL AND CORE (BY LANDLORD) ® HAND SINKS AND LAVATORIES SHALL BE REGULATED BETWEEN 100' AND 120 T VIA MIXING VALVES AT EACH FIXTURE. SHEET NOTES 1. P.C. TO COORDINATE ALL FLOOR SINK LOCATIONS WITH KITCHEN CONSULTANT. 2. WATER TO CARBONATORS SHALL HAVE A WASHINGTON STATE APPROVED RPBP WITH APPROVED PLASTIC PIPE DOWNSTREAM OF THE RPBP. CARBONATOR WASTE COI* ECTION AND TRAPS SHALL BE PLASTIC. 11) QU ID ENDING CITY APPROVAL date: N' odd file name: P201 11111MIUMNPNI ,, IIIIIMMENIIII d I l a r i l iz.....1. 11111 1L IIIII L : 1 1'1 -1 Q11M11 • NIMMENNETI ININIIIIII 0 CO IN RISER 15.5 tll■ =NM ® - n Ill u� l �i r ' l .I rim I.l.l.a1 • 111i3rZ��i1i lmrfuv I ;r'i ,I ■r� ti ril;J� VI ■Nl11rf L 'a' .wul1 Fr ■i 1 ��II 1 4 I I ' i -1 fL Q ' FD r II iIuul 11E1 INIMIRRIMERA I1[ liiii © © I 2 -la _ .2 ;I�-}� 1 1 I• j :: u I � N 1 ii — . 7 . _ ka i.-a�..lE �. ... i '��f �1r 1I 1 ll , „ Y qq7 I r � �, 4..4 r E. - li i ` M i - Kil i�nu 1 r ±! ..GllliY IillNl ,_, li 4 _ bill Ir j ,�;r.,.�: .mac. _ - _ ,.- I I tom`= �._ -__ S7�IP' rnf�v7} _ f - `. 7 MEM I TIMM - FNEJEM iiiiiii ■iii ■i�■■i■■� ■iG ■ ■■■ ■rO EN EIENNIMMEM ■i11■■�'r•■•■• INIEZ- (280 MBH 111111111 E ffir -221 ..ai E ' " " /itPBFP TO SLUSH MACHINE r yi lnmJ4 :. I I 1 EMS SYTEM PACKAGE 2"4Y DN ( 3) C INE MI MUM 6' ABOVE FL OR 4' -!I" H-3.. 1 EEMEINENVITIM g 0 ©111111111111 10/4/07 date of last revision: 10/4/07 3 "RWL LIP\ fa 1 ,Cn Linn A FIREFLA4Z I L (T 3 .� PJ y ,� F 1A. 1 ,! -- 1WH NAIN PAN SEE — • '' L 5 ON P6.01. - - PLATFbRM 5' -0" AFF TAR' BY G.C. of furs tine ,1. 3k� 1' TYP 1 f /2 '- n 8FP- TO BEER CQj3I fER E KITCHEN nn S1U AGE CLOSET FIRST FLOOR PLUMBING PLAN Scale: 1/4" 4 "GW DN CO2 P.O.C. WATER METER[- 1 5' -0° AFF SEE DETAIL 3 ON P6.01 r ( ;l} _... ... UTI TY CABINET CO fdTFAINING TD -1 FIRE SUPPRESSION SYSTEM f i {-WATER METERS MBH) ARCHITECTURAL S&C ARCHITECTURAL TI PR STATION 2 (;) trade: date: ARCHITECTURAL TI DRAWL G XREF DATES 0 •� -- - - -1.. H vz CO2 L 4' LPG (2864 MBH) GAS METER BY TENANT P.O.C. BY LANDLORD g-.- 1 1 f/2 P - A UR 1 URP1 UR-1 T 0 4 "GW DN LINETYPE LEGEND klat APPROVED FOR CONSTRUCTION RECEIVED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER - EXISTING CONSTRUCTION - NEW CONSTRUCTION FUTURE CONSTRUCTION = DEMOLJTION = TENANT BOUNDARY KEYED NOTES 0 INSTALL WASHING 01 STATE APPROVED BACKFLOYLPREVENTION DEVICE ON WATER 1UPPLY. -ROUTE DRAIi-TOTP � ROOK - SINK.' - -•- INSTALL TRAP PRIMER II FOR FLOOR DRAIN. Q BACTERIA ENZYME INJECTION SYSTEM TO BE CONNECTED AT OTHER THE UPPER MOST FIXTURE ENTERING THE TRAP, OR INTO THE TRAP COVER DIRECTLY PER COB POLICY. ® UTIIJTY LINES PART OF SHELL AND CORE (BY LANDLORD) ® HAND SINKS AND LAVATORIES SHALL BE REGULATED BETWEEN 100' AND 120 T VIA MIXING VALVES AT EACH FIXTURE. SHEET NOTES 1. P.C. TO COORDINATE ALL FLOOR SINK LOCATIONS WITH KITCHEN CONSULTANT. 2. WATER TO CARBONATORS SHALL HAVE A WASHINGTON STATE APPROVED RPBP WITH APPROVED PLASTIC PIPE DOWNSTREAM OF THE RPBP. CARBONATOR WASTE COI* ECTION AND TRAPS SHALL BE PLASTIC. 11) QU ID ENDING CITY APPROVAL date: N' odd file name: P201 I l a r i l iz.....1. 11111 1L IIIII L : 1 1'1 -1 Q11M11 • 0 CO IN RISER 15.5 tll■ =NM ® - n Ill u� l �i r ' l .I rim I.l.l.a1 • 111i3rZ��i1i lmrfuv I ;r'i ,I ■r� ti ril;J� VI ■Nl11rf L 'a' .wul1 Fr ■i 1 ��II 1 4 I I ' i -1 fL Q ' FD r II iIuul 11E1 INIMIRRIMERA I1[ liiii © © I 2 -la _ .2 ;I�-}� 1 1 I• j :: u I � N 1 ii — . 7 . _ ka i.-a�..lE �. ... i '��f �1r 1I 1 ll , „ Y qq7 I r � �, 4..4 r E. - li i ` M i - Kil i�nu 1 r ±! ..GllliY IillNl ,_, li 4 _ bill Ir j ,�;r.,.�: .mac. _ - _ ,.- I I tom`= �._ -__ S7�IP' rnf�v7} _ f - `. 7 MEM I TIMM - FNEJEM iiiiiii ■iii ■i�■■i■■� ■iG ■ ■■■ ■rO EN EIENNIMMEM ■i11■■�'r•■•■• INIEZ- (280 MBH 111111111 E ffir -221 ..ai E ' " " /itPBFP TO SLUSH MACHINE r yi lnmJ4 :. I I 1 EMS SYTEM PACKAGE 2"4Y DN ( 3) C INE MI MUM 6' ABOVE FL OR 4' -!I" H-3.. 1 EEMEINENVITIM g 0 ©111111111111 10/4/07 date of last revision: 10/4/07 3 "RWL LIP\ fa 1 ,Cn Linn A FIREFLA4Z I L (T 3 .� PJ y ,� F 1A. 1 ,! -- 1WH NAIN PAN SEE — • '' L 5 ON P6.01. - - PLATFbRM 5' -0" AFF TAR' BY G.C. of furs tine ,1. 3k� 1' TYP 1 f /2 '- n 8FP- TO BEER CQj3I fER E KITCHEN nn S1U AGE CLOSET FIRST FLOOR PLUMBING PLAN Scale: 1/4" 4 "GW DN CO2 P.O.C. WATER METER[- 1 5' -0° AFF SEE DETAIL 3 ON P6.01 r ( ;l} _... ... UTI TY CABINET CO fdTFAINING TD -1 FIRE SUPPRESSION SYSTEM f i {-WATER METERS MBH) ARCHITECTURAL S&C ARCHITECTURAL TI PR STATION 2 (;) trade: date: ARCHITECTURAL TI DRAWL G XREF DATES 0 •� -- - - -1.. H vz CO2 L 4' LPG (2864 MBH) GAS METER BY TENANT P.O.C. BY LANDLORD g-.- 1 1 f/2 P - A UR 1 URP1 UR-1 T 0 4 "GW DN LINETYPE LEGEND klat APPROVED FOR CONSTRUCTION RECEIVED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER - EXISTING CONSTRUCTION - NEW CONSTRUCTION FUTURE CONSTRUCTION = DEMOLJTION = TENANT BOUNDARY KEYED NOTES 0 INSTALL WASHING 01 STATE APPROVED BACKFLOYLPREVENTION DEVICE ON WATER 1UPPLY. -ROUTE DRAIi-TOTP � ROOK - SINK.' - -•- INSTALL TRAP PRIMER II FOR FLOOR DRAIN. Q BACTERIA ENZYME INJECTION SYSTEM TO BE CONNECTED AT OTHER THE UPPER MOST FIXTURE ENTERING THE TRAP, OR INTO THE TRAP COVER DIRECTLY PER COB POLICY. ® UTIIJTY LINES PART OF SHELL AND CORE (BY LANDLORD) ® HAND SINKS AND LAVATORIES SHALL BE REGULATED BETWEEN 100' AND 120 T VIA MIXING VALVES AT EACH FIXTURE. SHEET NOTES 1. P.C. TO COORDINATE ALL FLOOR SINK LOCATIONS WITH KITCHEN CONSULTANT. 2. WATER TO CARBONATORS SHALL HAVE A WASHINGTON STATE APPROVED RPBP WITH APPROVED PLASTIC PIPE DOWNSTREAM OF THE RPBP. CARBONATOR WASTE COI* ECTION AND TRAPS SHALL BE PLASTIC. 11) QU ID ENDING CITY APPROVAL date: N' odd file name: P201 N \ ;z, \ N I I 1. 1 , i y1 { �J I t I- 1 � EBH -3 r - _ N 2 "CW DN N. ' 1 3';V UP & DN ' V UP & DN 3 "L DN I I S 3' LPG (1176 MBH) \ N N T 7 LPG 630 MBH 2' 1 '/+' UP TO R1U -3 (180 MBH) 2' LA (450 MBH) 1 Mt' CUP TO R 2 (180 MBH) 11' LIPG N J 1 /z' LPG UP TO MUA -1 (546 BH) 1'Y2' UP TO ij i (7_70 M1BH) SECOND FLOOR PLUMBING PLAN Scale: 1/4 " -f-0' L I 1 GW UP TR'EF -2 N 2" GW fi J CO / 11/2" GW UP TO EF -1 f/ . / 7 r i \ 7 61-416 DRAWNG XREF DATES trade: date: ARCHITECTURAL S&C - ARCHTECTURAL 11 - trade: date: , N • m a LJNETYPE LEGEND = EXISTING CONSTRUCTION - NEW CONSTRUCTION = FUTURE CONSTRUCTION DEMOLITION TENANT BOUNDARY APPROVED FOR CONSTRUCTION RECEIVED CITY OF TUKWILp NOV 1 3 2007 PERMIT CENTER PENDING CITY APPROVAL approv d: ta �o((7 E I w Eg w I- a N csr N J ow. Z J 0. LL 0 0 0 U- z 0 U air lava 10/4/07 cadd file name: ce ce am zz z U W N I— r- (n J av c � o N o `o � ,— m 7 Ca. a. a date of last revision: 10/4/07 P2.02 P202 10l10/2007 9.34:39 AP1, ]eremyw eaasArnsc.s.caapeoge,max. oi 1 T \ ; I I 7 C'd — / 6 I _.3 7 ......................,„ ,..„,........,..__/_,.... ! - 1 • i 1 1 • i i i i .. , - , 4,- , ,..:::. 1 ( 5) (fl Ce) \ 2 L / - 6 I • I .t DN —4' s UN ICU-01 I N N NN N 11/2" LPG DN \ \ 11/2' LPG DN - IMUA I D N UN 0 lirru-31 s 1 7 ( 4://- <<52; -/•-•,- //5 //,' / //,'-2,- • /./ THIRD FLOOR PLUMBING PLAN Scales 1/4" T-0" N 5 11/2' OW DN N IEF-21 0 EEF-4 ICU-02 v // iY2 w DN — IEF-3 I trade: date: ARCHITECTURAL S&C — ARCHITECTURAL Ti — jJ IEF-1I 5 / trade: I I L DRAM** XFtEF DATES 20 PENDING CITY APPROVA date: N - 1- j 3S H rr S 5 N APPROVED FOR CONSTRUCTION N D7 RECEIVED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER LINETYPE LEGEND @me — EXISTING CONSTRUCTION — NEW CONSTRUCTION — FUTURE CONSTRUCTION = DEMOLITION — TENANT BOUNDARY •t".6 approve ch ( 0 lomat vacice 1 1111111ft I I a "cl- s " - - 10/07 cadd file name: P203 date of last revision: 10/4/07 P2.03 10/10/207 9L34:22 AM, jerempy MUDSET FLOOR FLASHING CLAMP FIRE —' STOPPING DETAIL - FLOOR SINK Scale: N.T.S. DRAIN PAN 3' WASTE TO DRAIN NO-HUB CONNECTION /— FLOOR SINK SET FLUSH W/ TOP FIN. FLR. CAULK JOINT THIN SET CERAMIC TILE, TYP. 2'--O' NAME I LH FLASHING WATER PROOF MEMBRANE PLATFORM & STAIR BY G.C. GAS METER BY TENANT WATER METER BY TENANT 5' LP GAS TO JOEYS PRV PING CONTRACTOR P.O.C. SEISMIC SHUT -OFF VALVE BY PIPING CONTRACTOR. CW SUPPLY TO JOEYS SOUTHCENTER RESTAURANT DETAIL - WATER METER CONNECTION Scale: N.T.S. trade: date: ARCHITECTURAL S&C - ARCHITECTURAL TI - DRAWNG XREF DATES trade: date: RECEIVED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER PENDING CITY APPROVAL APPROVED FOR CONSTRUCTION TO KITCHEN EQUIPMENT DISCHARGE TO -' NEAREST FLOOR DRAIN Y WA. STATE APPROVED REDUCED PRESSURE BACKFLOW ASSY DETAIL - RPBP ASSEMBLY (MAKE -UP) Scale: N.T.S. CW SUPPLY 1 -1H-61 .7 4 ISOLATION VALVE (TYP.) THERMOMETER (140'F SETPOINT) HW TO E1D'i TANK RELIEF, ROUTE TO FLOOR DRAIN I I THERMOMETER THERMOMETER CIRC. PUMP SEE SCHEDULE DETAIL - PARALLEL HOT WATER HEATER WITH CIRCULATION PUMP Scale: N.T.S. EXPANSION TANK SEE SCHEDULE. NOTES_ 1. PROVIDE SEISMIC BRACING FOR BOTH HOT WATER HEATER. MIN. 22 GAUGE x 3/4' METAL STRAPS (TYP.2). 2. ENSURE PIPE FRICTION BETWEEN THE MAIN INLET AND THE MAIN OUTLET IS EQUAL FOR EACH HOT WATER HEATER. USE SIMILAR PIPE SIZING AND CONFIGURATION ON INLET AND OUTLET. SHORTER INLET PIPING CAN BE BALANCED WITH LONGER OUTLET PIPING FROM THE SAME TANK. 3. PROVIDE GALVANIC CORROSION PROTECTION AT EACH HWH. SHEET METAL DRAIN PAN (TYP.2) R -10, INCOMPRESSIBLE INSULATION PAD. /WC FROM BLDG CW FROM BUILDING N --AQUASTAT 4 EA PRO AND INSTALLED BY P. SEE P2.01 FOR LOCA cadd file name: P601 0 a_ a. a date of last revision: 10/4/07 P6.01 ne looa5ono(ttoorfmom nc) Number Or oFixbres Wat s/DRiwa Wens DFrepased Fidnn3Dareptitn Fatah Ex4 9 lamp direct/fadireot grid fixture 11 880 988.0 1x4 2 lamp fist 2 58 - 116.0 2 lamp vapor tile 6 580 348.0 u/ C ligbte 2 30.0 60.0 Dining A rec can 62 50 -0 3100.0 B mono pont 13 50.0 650.0 CL step 11ghta _ 8 13.0 7B.0 13 pock lights Transformer 1 250.0 250.0 Dlmmtgg fluor 12 28.0 336.0 Cue case lighting 1 250_0 250.0 P1 pendant 1 300.0 300.0 J: d pendant 5 85.0 425.0 PS pendant 1 100.0 100.0 P4 pendant 2 15.0 36.0 P6 pendant 43 10.0 430.0 Rec 8 he fixtures 7 150.0 1050.0 Track fixture 1 500.0 500.0 Vomens well seance 2 50.0 100.0 Employee bath vanity 2 28.0 56.0 TABLE OF CONTENTS MO COVER SHEET I RISER DIAGRAM E0.1 SITE PLAN E1.0 PANEL SCHEDULES E1.1 EQUIPMENT SCHEDULES E2.0 KITCHEN PLAN E2.1 POWER PLAN ,' ,4, ta`r E3.0 LIGHTING PLAN E4,0 ROOF HVAC PLAN Project InIC e; dAddFess lo3 Data 10/12/2007 899 Snutbcenter Mail For Balding Department Use TelraiEa. WA. • Applcard Nacre: SUE Inc. of Seattle Applearit Addle= 828 Fdplar Pl. 30., Seattle RA 98144 App1C8M Mona: (208) 929 -2048 Project Description FALSE Refer to WSEG.edlon 1513 For controls and commissioning requirements. Compliance Option i Alteration Exceptions (Greek appropriate bmc) Location imesalpdon AE6wed Watf CIpar i 2 a! din =Or =Or G for perkrriea(vad Wetly 0x tl2 (a671-X Covered Parking (standard paint) 02 W/ft2 Covered Parking (r�ectve paint) 0 3 WAT2 Open Parklrig 02 WJp2 Cu Amos ldoor As 0.2 W/112 Bag. (by facade) O.25wR2 1:114 0. {try perks) Exterior TS WAf 158.0 1185.0 V t7Flxturs Desadm pt NcmnberOf OFbdures WedFbNn sfDe Watts oPtoposed Location Exterior patio wall sconce RE 6 32.0 192.0 0/0 ligkte . G 11 32.0 352.0 Lcna6 mm onD(flootlrnc) i nO cc DeratpEan NlowedDWats EAHo�vedxArea Area h l 2 Restaurant Idtche i 1.00 2166.0 2166.0 Restaurant dining 1.00 7128.0 7128.0 Out. • -: T , : rµ .. •rte_ MV EdirtnS 828 Poplar Place South Seattle, Washington 98144 Phone: (206)- 329 -2040 Web Site: www.smeincofseattle.com j 0 EYS Co Lo ......1 qr >1 co < 0) 2 z ct 0 (.9 co t� z z w' 0 ?iij cn 0 i ......, F D 0 < pr. U muel CO Cr) 4:0 !!1:!: D ISSUED DATE 10 -24-07 Project Manager. JON BAKER DesigrEJON BAKER Drafter: WLA Job Number.07 -J57 Recived Architects Plan: 7 -25-07 SME REVISIONS REV DATE DESCRIPTION 1 9 -26-07 SCHEMATIC 2 10 -12-07 COORDINATION SET 3 10-24-07 PERMIT SET ft C OVER SHEET RISER D 1. GENERAL NOTES: ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH ALL CURRENT LOCAL CODES, NATIONAL ELECTRICAL CODE (NEC), AND UTILITY COMPANY CRITERIA. 2. ALL ELECTRICAL EQUIPMENT, DEVICES AND SYSTEM SHALL BE GROUND IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE AND STATE AND LOCAL CODES. 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF LIGHT FIXTURE LAYOUT, CONTRACTORS TO COORDINATE LOCATIONS OF LIGHTING, SPEAKERS, AIR DIFFUSERS, GRILLES AND THE LIKE, WITH REFLECTED CEILING LAYOUT AS REQUIRED AND DIRECTED BY THE ARCHITECT. 4. REFER TO MECHANICAL PLANS FOR EXACT LOCATION OF MECHANICAL EQUIPMENT AND LOCATE DISCONNECT SWITCHES IN ACCORDANCE WITH THE NEC.. 5. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT, ELECTRICAL ENGINEER FOR CLARIFICATION PRIOR TO PROCEEDING WITH THAT WORK. 6. ALL LOW VOLTAGE WIRING / CABLING, NOT IN CONDUIT, MUST BE PLENUM - RATED. 7. TELEPHONE / ELECTRICAL OUTLETS SHALL BE MOUNTED VERTICALLY AT + 15° UNLESS NOTED OTHERWISE. SPECIAL HEIGHTS ARE NOTED ADJACENT TO THE OUTLET ON DRAWING. PROVIDE CONDUIT TO CONCEAL SPACE FOR DATA WITH PULL STRING. 8. UTILIZE RACEWAY AS EQUIPMENT GROUND PER NEC 250 -118. WHERE CONTINUOUS METALLIC RACEWAY IS NOT UTILIZED, PROVIDE EQUIPMENT GROUNDING CONDUCTORS. 9. ALL LOW VOLTAGE CABLING TO BE PERMITTED AND INSPECTED BEFORE COVER. 9. TROFFER TO BE SCREWED TO GRID -OPPOSITE CORNERS WITH SEISMIC WIRES TO STRUCTURE. [150A MLO A5 BOA MLO LCP L TYPE • H Ted des • Guard MFR D F1 F2 F3 Fla F4 F5 P8 F7 F10 0 H P1 P2 P3 P4 PA st opncrr Na WA W4 x X2 -Ma E GL PA PS PC PD PE WA LF ALP 17X10' 2 43 6 0 2 B 2 1 8 6 Ugtdorer Allman LOL assize COOPER COOPER COOPER COOPER COOPER LOL LOL LOL Llghtolier SEAGULL 12 1 9E541-121E8553-12 e85e7 -12 /SEEM- SEAGULL SEAGULL Aloe Blossom Refer & Suer Aloe Blossom Aloe Blossom Bocci .JUNO Kendal 4 COOPER COOPER Ono I•fftx!300a* X MEwITLA - L LOL Base 1113 NC MP 2n1 - 031 8N- 117- ADVRIa132SF120 2GR8- 2320 .tRJV.EB81 -Pa.5 -2/185 3835 8N- 117 -UNV oa xn00000000nx+( 618(1-12 948412 Large Blosaan Sleds fiber pendent w!Center epc t Sorel Smssmn 14787 TL1401 WH ITre CC3-15K tPxr70G -B LIGHT FIXTURE SCHEDULE FOR JOEY'S OF SOUTHCENTER DESCRIPTION Rea can , LV 9 Square LV pro) eg t Acbee m LOL morx4dbase Nil used vacs head Niue Pudt ttghs stack Pudt tohts ear a 4• FLUORESCENT UGHr STRIP Dtmmkki 2 7C 4 FLUORESC8IT LIGHT (PRtSMA1TC LENS) Same ea F3 with Ern Bad Bade 2 %4• FLUORESCENT LIGHT ( Deep Parabottc) 7 'XV FLUORESCENT 1.10117 G Sealed 4 fluor Odep Mad 1110 6gtps ° sH� g_ 9 mnresosr5. 26' , 20,15',18'.20`,20'. Velar Va proof fluorescent � 120 NM - LINEAR LIGHTING Bteck LINEAR UGHTtNG EL,* WIre Canny Er4DANT , Chardater 35"4 BF Black towered steel taw dne PENDANT, adWWr 8 , 185 x int.Po=em, bind. PENDANT , C hattdeEar , 31•d a 791,, Foredo, Mark 4` diax V7 max. LerLent) TBD Ft led / Cast Mato Slap Was Pkw'r Step t Fmr k Trade Track fixtures ( Lensed ) need - - -- 120�� 7 26 MOE SCONCE Gene shelf WALL SCONCE Wet Lacetke Bath verily IV teal work NM 2-11EA0l GENCY UNJT EXIT 510N Remarks instals kn T max itddmare Votfam 170 170 170 3m 127 120 120'277 170277 1207277 120277 M1101.111.11111.1 MC= TI �■ 120 120 120 120 120 123 120 121 121 1201277 627 127 5514.15 4440-15 15 tad Was Was ao 50 Jn 78 24 $$ 30 78 78 253 250 25 70 Q 120 78 7a Ad • _ Location For Liquor display /with wised deems Mohan 00/F1 3gheag 105155 NH bpfdap reed a Fiume lens h order m protect the Iotchan 0/H 35 oaks bar an Far upper r cove and m bar core xfm eor team /Paso Dining Di Worn= bath Mins Mine Mohan r Warman n Made doeut A3 150A MLO • (2) 2 4#3/OKCM CU. A4 400A MLO 120/208V 30 4W SEC 3 (2) 2 "C- 4#3JOKCM CU. 2 "C -3#2/0 &1#1/0 + 1#4eq. gnd 1.25' CU. 1.25" 4#6 CU. 2 " - # 1/0 & 1 # 2 CU. A2 400A MLO 120/208V 30 4W SEC 2 FEED THRU Al 400A MB 120/208V 30 4W SEC 1 FEED THRU Lighting Summary 7001 wedge cn r Caen amia.KAFA'm ti Wat (Interior JOEY'S RESTAURANT 26,900 AIC SERIES RATED --- (2) 2 "C- 4#/13 /OKCM CU.+ l#3gnd 208 277/480 150 KVA Maximum Allowed Lighting Watta {Interior Porn 15-1 (aver) - doe iment et exceptons on Tome LTG-LPA Total Proposed Watts may nut exceed Total Mowed W ails for axitx).um Allowed Lighting Watta (Exterior Nola for building ader1cr. choose either the facade area Or the per/gter Tow Proposed watts may not exceed r olld Aflaved watts = CU. HI 600A MLO 277/480 30 4W RISER DIAGRAM 55-- 1.5 "C -3#2/O CU. I x-1#6 EA. GND I LTG -SUM JurrI2Xt1 -KM 9294.0 9153.0 1165.0 Watta Exterior tlse odor eeted riratdrnnan in0ut wailsspa. For Woes cstit trend -wined ballasts only tie &huff We In ±he NRECTedWcal Reference Mengel may atao be iced. 600AS 600AF --- (2) 2 "C- 4#350KCM CU. PROVIDE BY OWNER MALL ELECTRICAL ROOM Q (2) 2.5 "C- 4#350KCM CU CT AND METER 600/3 21,196 AIC #2/0Cu. TO MALL MDP -� ` 2.5 "C- /I #35OKCM CU. 600A MAIN DISTRIBUTION BOARD 277/480 -30-4W em PARKING LEVEL RECEIVED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER SYMBOL LEGEND RECEPTACLE OUTLETS CIRCUITING GFI Q 4 Q Q 0 � WALL MOUNTED DUPLEX OUTLET 1B' A.F.F. DOUBLE DUPLEX 15" A.F.F. SINGLE SPECIAL PURPOSE CFI DUPLEX OUTLET FLUSH FLOOR PULL THRU TELEPHONE (ONLY) DATA (ONLY) 54' AF.F. TE7- EPHONE/DATA 15'AF.F. JUNCTION SOX WITH BLANK COVER DESIGNATED RECEPTACLE WITH HOT. leA RE. NEUTRAL, AND GROUND. RECEPTACLE GRAY IN COLOR. ISOLATED GROUND WIRING CONGEALED IN CLG. OR WALL WIRING CONCEALED IN FLOOR NO. OF CONDUCTORS BRANCH CIRCUIT HOME RUN GROUNDING ELECTRODE `--- Ali-- -t- -III LIGHTING OUTLETS 0 ��, RECESSED FLUORESCENT LIGHTING RECESSED FLUORESCENT BATTERY BACKUP. CEILING MOUNTED FIXTURE L- ] S SWITCH OUTLETS * Sa 8� SINGLE -POLE 4B'AFF. THREE -WAY 48' A.P.F. DIMMER 49' OFF. denotes swflch leg Imo..( an TRACK LIGHTING WALL MOUNTED LIGHT FIXTURE BUT LIGHT LIGHT I PANELBOARDS, SWITCHES & EQUIPMENT 120/208V PANEL 277/4130V PANEL TERMINAL CABINET DISCONNECT SWITCH FUSED DISCONNECT SWITCH COMB. STARTER & DISCONNECT SWITCH EQUIPMENT CONNECTION ABBREVIATIONS = D DJ CKT. N.L CIRCUIT AL ALUMINUM CU. COPPER NIGHT LIGHT VW. WEATHER PROOF ne looa5ono(ttoorfmom nc) Number Or oFixbres Wat s/DRiwa Wens DFrepased Fidnn3Dareptitn Fatah Ex4 9 lamp direct/fadireot grid fixture 11 880 988.0 1x4 2 lamp fist 2 58 - 116.0 2 lamp vapor tile 6 580 348.0 u/ C ligbte 2 30.0 60.0 Dining A rec can 62 50 -0 3100.0 B mono pont 13 50.0 650.0 CL step 11ghta _ 8 13.0 7B.0 13 pock lights Transformer 1 250.0 250.0 Dlmmtgg fluor 12 28.0 336.0 Cue case lighting 1 250_0 250.0 P1 pendant 1 300.0 300.0 J: d pendant 5 85.0 425.0 PS pendant 1 100.0 100.0 P4 pendant 2 15.0 36.0 P6 pendant 43 10.0 430.0 Rec 8 he fixtures 7 150.0 1050.0 Track fixture 1 500.0 500.0 Vomens well seance 2 50.0 100.0 Employee bath vanity 2 28.0 56.0 TABLE OF CONTENTS MO COVER SHEET I RISER DIAGRAM E0.1 SITE PLAN E1.0 PANEL SCHEDULES E1.1 EQUIPMENT SCHEDULES E2.0 KITCHEN PLAN E2.1 POWER PLAN ,' ,4, ta`r E3.0 LIGHTING PLAN E4,0 ROOF HVAC PLAN Project InIC e; dAddFess lo3 Data 10/12/2007 899 Snutbcenter Mail For Balding Department Use TelraiEa. WA. • Applcard Nacre: SUE Inc. of Seattle Applearit Addle= 828 Fdplar Pl. 30., Seattle RA 98144 App1C8M Mona: (208) 929 -2048 Project Description FALSE Refer to WSEG.edlon 1513 For controls and commissioning requirements. Compliance Option i Alteration Exceptions (Greek appropriate bmc) Location imesalpdon AE6wed Watf CIpar i 2 a! din =Or =Or G for perkrriea(vad Wetly 0x tl2 (a671-X Covered Parking (standard paint) 02 W/ft2 Covered Parking (r�ectve paint) 0 3 WAT2 Open Parklrig 02 WJp2 Cu Amos ldoor As 0.2 W/112 Bag. (by facade) O.25wR2 1:114 0. {try perks) Exterior TS WAf 158.0 1185.0 V t7Flxturs Desadm pt NcmnberOf OFbdures WedFbNn sfDe Watts oPtoposed Location Exterior patio wall sconce RE 6 32.0 192.0 0/0 ligkte . G 11 32.0 352.0 Lcna6 mm onD(flootlrnc) i nO cc DeratpEan NlowedDWats EAHo�vedxArea Area h l 2 Restaurant Idtche i 1.00 2166.0 2166.0 Restaurant dining 1.00 7128.0 7128.0 Out. • -: T , : rµ .. •rte_ MV EdirtnS 828 Poplar Place South Seattle, Washington 98144 Phone: (206)- 329 -2040 Web Site: www.smeincofseattle.com j 0 EYS Co Lo ......1 qr >1 co < 0) 2 z ct 0 (.9 co t� z z w' 0 ?iij cn 0 i ......, F D 0 < pr. U muel CO Cr) 4:0 !!1:!: D ISSUED DATE 10 -24-07 Project Manager. JON BAKER DesigrEJON BAKER Drafter: WLA Job Number.07 -J57 Recived Architects Plan: 7 -25-07 SME REVISIONS REV DATE DESCRIPTION 1 9 -26-07 SCHEMATIC 2 10 -12-07 COORDINATION SET 3 10-24-07 PERMIT SET ft C OVER SHEET RISER D 1. GENERAL NOTES: ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH ALL CURRENT LOCAL CODES, NATIONAL ELECTRICAL CODE (NEC), AND UTILITY COMPANY CRITERIA. 2. ALL ELECTRICAL EQUIPMENT, DEVICES AND SYSTEM SHALL BE GROUND IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE AND STATE AND LOCAL CODES. 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF LIGHT FIXTURE LAYOUT, CONTRACTORS TO COORDINATE LOCATIONS OF LIGHTING, SPEAKERS, AIR DIFFUSERS, GRILLES AND THE LIKE, WITH REFLECTED CEILING LAYOUT AS REQUIRED AND DIRECTED BY THE ARCHITECT. 4. REFER TO MECHANICAL PLANS FOR EXACT LOCATION OF MECHANICAL EQUIPMENT AND LOCATE DISCONNECT SWITCHES IN ACCORDANCE WITH THE NEC.. 5. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT, ELECTRICAL ENGINEER FOR CLARIFICATION PRIOR TO PROCEEDING WITH THAT WORK. 6. ALL LOW VOLTAGE WIRING / CABLING, NOT IN CONDUIT, MUST BE PLENUM - RATED. 7. TELEPHONE / ELECTRICAL OUTLETS SHALL BE MOUNTED VERTICALLY AT + 15° UNLESS NOTED OTHERWISE. SPECIAL HEIGHTS ARE NOTED ADJACENT TO THE OUTLET ON DRAWING. PROVIDE CONDUIT TO CONCEAL SPACE FOR DATA WITH PULL STRING. 8. UTILIZE RACEWAY AS EQUIPMENT GROUND PER NEC 250 -118. WHERE CONTINUOUS METALLIC RACEWAY IS NOT UTILIZED, PROVIDE EQUIPMENT GROUNDING CONDUCTORS. 9. ALL LOW VOLTAGE CABLING TO BE PERMITTED AND INSPECTED BEFORE COVER. 9. TROFFER TO BE SCREWED TO GRID -OPPOSITE CORNERS WITH SEISMIC WIRES TO STRUCTURE. [150A MLO A5 BOA MLO LCP L TYPE • H Ted des • Guard MFR D F1 F2 F3 Fla F4 F5 P8 F7 F10 0 H P1 P2 P3 P4 PA st opncrr Na WA W4 x X2 -Ma E GL PA PS PC PD PE WA LF ALP 17X10' 2 43 6 0 2 B 2 1 8 6 Ugtdorer Allman LOL assize COOPER COOPER COOPER COOPER COOPER LOL LOL LOL Llghtolier SEAGULL 12 1 9E541-121E8553-12 e85e7 -12 /SEEM- SEAGULL SEAGULL Aloe Blossom Refer & Suer Aloe Blossom Aloe Blossom Bocci .JUNO Kendal 4 COOPER COOPER Ono I•fftx!300a* X MEwITLA - L LOL Base 1113 NC MP 2n1 - 031 8N- 117- ADVRIa132SF120 2GR8- 2320 .tRJV.EB81 -Pa.5 -2/185 3835 8N- 117 -UNV oa xn00000000nx+( 618(1-12 948412 Large Blosaan Sleds fiber pendent w!Center epc t Sorel Smssmn 14787 TL1401 WH ITre CC3-15K tPxr70G -B LIGHT FIXTURE SCHEDULE FOR JOEY'S OF SOUTHCENTER DESCRIPTION Rea can , LV 9 Square LV pro) eg t Acbee m LOL morx4dbase Nil used vacs head Niue Pudt ttghs stack Pudt tohts ear a 4• FLUORESCENT UGHr STRIP Dtmmkki 2 7C 4 FLUORESC8IT LIGHT (PRtSMA1TC LENS) Same ea F3 with Ern Bad Bade 2 %4• FLUORESCENT LIGHT ( Deep Parabottc) 7 'XV FLUORESCENT 1.10117 G Sealed 4 fluor Odep Mad 1110 6gtps ° sH� g_ 9 mnresosr5. 26' , 20,15',18'.20`,20'. Velar Va proof fluorescent � 120 NM - LINEAR LIGHTING Bteck LINEAR UGHTtNG EL,* WIre Canny Er4DANT , Chardater 35"4 BF Black towered steel taw dne PENDANT, adWWr 8 , 185 x int.Po=em, bind. PENDANT , C hattdeEar , 31•d a 791,, Foredo, Mark 4` diax V7 max. LerLent) TBD Ft led / Cast Mato Slap Was Pkw'r Step t Fmr k Trade Track fixtures ( Lensed ) need - - -- 120�� 7 26 MOE SCONCE Gene shelf WALL SCONCE Wet Lacetke Bath verily IV teal work NM 2-11EA0l GENCY UNJT EXIT 510N Remarks instals kn T max itddmare Votfam 170 170 170 3m 127 120 120'277 170277 1207277 120277 M1101.111.11111.1 MC= TI �■ 120 120 120 120 120 123 120 121 121 1201277 627 127 5514.15 4440-15 15 tad Was Was ao 50 Jn 78 24 $$ 30 78 78 253 250 25 70 Q 120 78 7a Ad • _ Location For Liquor display /with wised deems Mohan 00/F1 3gheag 105155 NH bpfdap reed a Fiume lens h order m protect the Iotchan 0/H 35 oaks bar an Far upper r cove and m bar core xfm eor team /Paso Dining Di Worn= bath Mins Mine Mohan r Warman n Made doeut A3 150A MLO • (2) 2 4#3/OKCM CU. A4 400A MLO 120/208V 30 4W SEC 3 (2) 2 "C- 4#3JOKCM CU. 2 "C -3#2/0 &1#1/0 + 1#4eq. gnd 1.25' CU. 1.25" 4#6 CU. 2 " - # 1/0 & 1 # 2 CU. A2 400A MLO 120/208V 30 4W SEC 2 FEED THRU Al 400A MB 120/208V 30 4W SEC 1 FEED THRU Lighting Summary 7001 wedge cn r Caen amia.KAFA'm ti Wat (Interior JOEY'S RESTAURANT 26,900 AIC SERIES RATED --- (2) 2 "C- 4#/13 /OKCM CU.+ l#3gnd 208 277/480 150 KVA Maximum Allowed Lighting Watta {Interior Porn 15-1 (aver) - doe iment et exceptons on Tome LTG-LPA Total Proposed Watts may nut exceed Total Mowed W ails for axitx).um Allowed Lighting Watta (Exterior Nola for building ader1cr. choose either the facade area Or the per/gter Tow Proposed watts may not exceed r olld Aflaved watts = CU. HI 600A MLO 277/480 30 4W RISER DIAGRAM 55-- 1.5 "C -3#2/O CU. I x-1#6 EA. GND I LTG -SUM JurrI2Xt1 -KM 9294.0 9153.0 1165.0 Watta Exterior tlse odor eeted riratdrnnan in0ut wailsspa. For Woes cstit trend -wined ballasts only tie &huff We In ±he NRECTedWcal Reference Mengel may atao be iced. 600AS 600AF --- (2) 2 "C- 4#350KCM CU. PROVIDE BY OWNER MALL ELECTRICAL ROOM Q (2) 2.5 "C- 4#350KCM CU CT AND METER 600/3 21,196 AIC #2/0Cu. TO MALL MDP -� ` 2.5 "C- /I #35OKCM CU. 600A MAIN DISTRIBUTION BOARD 277/480 -30-4W em PARKING LEVEL RECEIVED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER TABLE OF CONTENTS MO COVER SHEET I RISER DIAGRAM E0.1 SITE PLAN E1.0 PANEL SCHEDULES E1.1 EQUIPMENT SCHEDULES E2.0 KITCHEN PLAN E2.1 POWER PLAN ,' ,4, ta`r E3.0 LIGHTING PLAN E4,0 ROOF HVAC PLAN Project InIC e; dAddFess lo3 Data 10/12/2007 899 Snutbcenter Mail For Balding Department Use TelraiEa. WA. • Applcard Nacre: SUE Inc. of Seattle Applearit Addle= 828 Fdplar Pl. 30., Seattle RA 98144 App1C8M Mona: (208) 929 -2048 Project Description FALSE Refer to WSEG.edlon 1513 For controls and commissioning requirements. Compliance Option i Alteration Exceptions (Greek appropriate bmc) Location imesalpdon AE6wed Watf CIpar i 2 a! din =Or =Or G for perkrriea(vad Wetly 0x tl2 (a671-X Covered Parking (standard paint) 02 W/ft2 Covered Parking (r�ectve paint) 0 3 WAT2 Open Parklrig 02 WJp2 Cu Amos ldoor As 0.2 W/112 Bag. (by facade) O.25wR2 1:114 0. {try perks) Exterior TS WAf 158.0 1185.0 V t7Flxturs Desadm pt NcmnberOf OFbdures WedFbNn sfDe Watts oPtoposed Location Exterior patio wall sconce RE 6 32.0 192.0 0/0 ligkte . G 11 32.0 352.0 Lcna6 mm onD(flootlrnc) i nO cc DeratpEan NlowedDWats EAHo�vedxArea Area h l 2 Restaurant Idtche i 1.00 2166.0 2166.0 Restaurant dining 1.00 7128.0 7128.0 Out. • -: T , : rµ .. •rte_ MV EdirtnS 828 Poplar Place South Seattle, Washington 98144 Phone: (206)- 329 -2040 Web Site: www.smeincofseattle.com j 0 EYS Co Lo ......1 qr >1 co < 0) 2 z ct 0 (.9 co t� z z w' 0 ?iij cn 0 i ......, F D 0 < pr. U muel CO Cr) 4:0 !!1:!: D ISSUED DATE 10 -24-07 Project Manager. JON BAKER DesigrEJON BAKER Drafter: WLA Job Number.07 -J57 Recived Architects Plan: 7 -25-07 SME REVISIONS REV DATE DESCRIPTION 1 9 -26-07 SCHEMATIC 2 10 -12-07 COORDINATION SET 3 10-24-07 PERMIT SET ft C OVER SHEET RISER D 1. GENERAL NOTES: ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH ALL CURRENT LOCAL CODES, NATIONAL ELECTRICAL CODE (NEC), AND UTILITY COMPANY CRITERIA. 2. ALL ELECTRICAL EQUIPMENT, DEVICES AND SYSTEM SHALL BE GROUND IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE AND STATE AND LOCAL CODES. 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF LIGHT FIXTURE LAYOUT, CONTRACTORS TO COORDINATE LOCATIONS OF LIGHTING, SPEAKERS, AIR DIFFUSERS, GRILLES AND THE LIKE, WITH REFLECTED CEILING LAYOUT AS REQUIRED AND DIRECTED BY THE ARCHITECT. 4. REFER TO MECHANICAL PLANS FOR EXACT LOCATION OF MECHANICAL EQUIPMENT AND LOCATE DISCONNECT SWITCHES IN ACCORDANCE WITH THE NEC.. 5. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT, ELECTRICAL ENGINEER FOR CLARIFICATION PRIOR TO PROCEEDING WITH THAT WORK. 6. ALL LOW VOLTAGE WIRING / CABLING, NOT IN CONDUIT, MUST BE PLENUM - RATED. 7. TELEPHONE / ELECTRICAL OUTLETS SHALL BE MOUNTED VERTICALLY AT + 15° UNLESS NOTED OTHERWISE. SPECIAL HEIGHTS ARE NOTED ADJACENT TO THE OUTLET ON DRAWING. PROVIDE CONDUIT TO CONCEAL SPACE FOR DATA WITH PULL STRING. 8. UTILIZE RACEWAY AS EQUIPMENT GROUND PER NEC 250 -118. WHERE CONTINUOUS METALLIC RACEWAY IS NOT UTILIZED, PROVIDE EQUIPMENT GROUNDING CONDUCTORS. 9. ALL LOW VOLTAGE CABLING TO BE PERMITTED AND INSPECTED BEFORE COVER. 9. TROFFER TO BE SCREWED TO GRID -OPPOSITE CORNERS WITH SEISMIC WIRES TO STRUCTURE. [150A MLO A5 BOA MLO LCP L TYPE • H Ted des • Guard MFR D F1 F2 F3 Fla F4 F5 P8 F7 F10 0 H P1 P2 P3 P4 PA st opncrr Na WA W4 x X2 -Ma E GL PA PS PC PD PE WA LF ALP 17X10' 2 43 6 0 2 B 2 1 8 6 Ugtdorer Allman LOL assize COOPER COOPER COOPER COOPER COOPER LOL LOL LOL Llghtolier SEAGULL 12 1 9E541-121E8553-12 e85e7 -12 /SEEM- SEAGULL SEAGULL Aloe Blossom Refer & Suer Aloe Blossom Aloe Blossom Bocci .JUNO Kendal 4 COOPER COOPER Ono I•fftx!300a* X MEwITLA - L LOL Base 1113 NC MP 2n1 - 031 8N- 117- ADVRIa132SF120 2GR8- 2320 .tRJV.EB81 -Pa.5 -2/185 3835 8N- 117 -UNV oa xn00000000nx+( 618(1-12 948412 Large Blosaan Sleds fiber pendent w!Center epc t Sorel Smssmn 14787 TL1401 WH ITre CC3-15K tPxr70G -B LIGHT FIXTURE SCHEDULE FOR JOEY'S OF SOUTHCENTER DESCRIPTION Rea can , LV 9 Square LV pro) eg t Acbee m LOL morx4dbase Nil used vacs head Niue Pudt ttghs stack Pudt tohts ear a 4• FLUORESCENT UGHr STRIP Dtmmkki 2 7C 4 FLUORESC8IT LIGHT (PRtSMA1TC LENS) Same ea F3 with Ern Bad Bade 2 %4• FLUORESCENT LIGHT ( Deep Parabottc) 7 'XV FLUORESCENT 1.10117 G Sealed 4 fluor Odep Mad 1110 6gtps ° sH� g_ 9 mnresosr5. 26' , 20,15',18'.20`,20'. Velar Va proof fluorescent � 120 NM - LINEAR LIGHTING Bteck LINEAR UGHTtNG EL,* WIre Canny Er4DANT , Chardater 35"4 BF Black towered steel taw dne PENDANT, adWWr 8 , 185 x int.Po=em, bind. PENDANT , C hattdeEar , 31•d a 791,, Foredo, Mark 4` diax V7 max. LerLent) TBD Ft led / Cast Mato Slap Was Pkw'r Step t Fmr k Trade Track fixtures ( Lensed ) need - - -- 120�� 7 26 MOE SCONCE Gene shelf WALL SCONCE Wet Lacetke Bath verily IV teal work NM 2-11EA0l GENCY UNJT EXIT 510N Remarks instals kn T max itddmare Votfam 170 170 170 3m 127 120 120'277 170277 1207277 120277 M1101.111.11111.1 MC= TI �■ 120 120 120 120 120 123 120 121 121 1201277 627 127 5514.15 4440-15 15 tad Was Was ao 50 Jn 78 24 $$ 30 78 78 253 250 25 70 Q 120 78 7a Ad • _ Location For Liquor display /with wised deems Mohan 00/F1 3gheag 105155 NH bpfdap reed a Fiume lens h order m protect the Iotchan 0/H 35 oaks bar an Far upper r cove and m bar core xfm eor team /Paso Dining Di Worn= bath Mins Mine Mohan r Warman n Made doeut A3 150A MLO • (2) 2 4#3/OKCM CU. A4 400A MLO 120/208V 30 4W SEC 3 (2) 2 "C- 4#3JOKCM CU. 2 "C -3#2/0 &1#1/0 + 1#4eq. gnd 1.25' CU. 1.25" 4#6 CU. 2 " - # 1/0 & 1 # 2 CU. A2 400A MLO 120/208V 30 4W SEC 2 FEED THRU Al 400A MB 120/208V 30 4W SEC 1 FEED THRU Lighting Summary 7001 wedge cn r Caen amia.KAFA'm ti Wat (Interior JOEY'S RESTAURANT 26,900 AIC SERIES RATED --- (2) 2 "C- 4#/13 /OKCM CU.+ l#3gnd 208 277/480 150 KVA Maximum Allowed Lighting Watta {Interior Porn 15-1 (aver) - doe iment et exceptons on Tome LTG-LPA Total Proposed Watts may nut exceed Total Mowed W ails for axitx).um Allowed Lighting Watta (Exterior Nola for building ader1cr. choose either the facade area Or the per/gter Tow Proposed watts may not exceed r olld Aflaved watts = CU. HI 600A MLO 277/480 30 4W RISER DIAGRAM 55-- 1.5 "C -3#2/O CU. I x-1#6 EA. GND I LTG -SUM JurrI2Xt1 -KM 9294.0 9153.0 1165.0 Watta Exterior tlse odor eeted riratdrnnan in0ut wailsspa. For Woes cstit trend -wined ballasts only tie &huff We In ±he NRECTedWcal Reference Mengel may atao be iced. 600AS 600AF --- (2) 2 "C- 4#350KCM CU. PROVIDE BY OWNER MALL ELECTRICAL ROOM Q (2) 2.5 "C- 4#350KCM CU CT AND METER 600/3 21,196 AIC #2/0Cu. TO MALL MDP -� ` 2.5 "C- /I #35OKCM CU. 600A MAIN DISTRIBUTION BOARD 277/480 -30-4W em PARKING LEVEL RECEIVED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER Project InIC e; dAddFess lo3 Data 10/12/2007 899 Snutbcenter Mail For Balding Department Use TelraiEa. WA. • Applcard Nacre: SUE Inc. of Seattle Applearit Addle= 828 Fdplar Pl. 30., Seattle RA 98144 App1C8M Mona: (208) 929 -2048 Project Description FALSE Refer to WSEG.edlon 1513 For controls and commissioning requirements. Compliance Option i Alteration Exceptions (Greek appropriate bmc) Location imesalpdon AE6wed Watf CIpar i 2 a! din =Or =Or G for perkrriea(vad Wetly 0x tl2 (a671-X Covered Parking (standard paint) 02 W/ft2 Covered Parking (r�ectve paint) 0 3 WAT2 Open Parklrig 02 WJp2 Cu Amos ldoor As 0.2 W/112 Bag. (by facade) O.25wR2 1:114 0. {try perks) Exterior TS WAf 158.0 1185.0 V t7Flxturs Desadm pt NcmnberOf OFbdures WedFbNn sfDe Watts oPtoposed Location Exterior patio wall sconce RE 6 32.0 192.0 0/0 ligkte . G 11 32.0 352.0 Lcna6 mm onD(flootlrnc) i nO cc DeratpEan NlowedDWats EAHo�vedxArea Area h l 2 Restaurant Idtche i 1.00 2166.0 2166.0 Restaurant dining 1.00 7128.0 7128.0 Out. • -: T , : rµ .. •rte_ MV EdirtnS 828 Poplar Place South Seattle, Washington 98144 Phone: (206)- 329 -2040 Web Site: www.smeincofseattle.com j 0 EYS Co Lo ......1 qr >1 co < 0) 2 z ct 0 (.9 co t� z z w' 0 ?iij cn 0 i ......, F D 0 < pr. U muel CO Cr) 4:0 !!1:!: D ISSUED DATE 10 -24-07 Project Manager. JON BAKER DesigrEJON BAKER Drafter: WLA Job Number.07 -J57 Recived Architects Plan: 7 -25-07 SME REVISIONS REV DATE DESCRIPTION 1 9 -26-07 SCHEMATIC 2 10 -12-07 COORDINATION SET 3 10-24-07 PERMIT SET ft C OVER SHEET RISER D 1. GENERAL NOTES: ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH ALL CURRENT LOCAL CODES, NATIONAL ELECTRICAL CODE (NEC), AND UTILITY COMPANY CRITERIA. 2. ALL ELECTRICAL EQUIPMENT, DEVICES AND SYSTEM SHALL BE GROUND IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE AND STATE AND LOCAL CODES. 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF LIGHT FIXTURE LAYOUT, CONTRACTORS TO COORDINATE LOCATIONS OF LIGHTING, SPEAKERS, AIR DIFFUSERS, GRILLES AND THE LIKE, WITH REFLECTED CEILING LAYOUT AS REQUIRED AND DIRECTED BY THE ARCHITECT. 4. REFER TO MECHANICAL PLANS FOR EXACT LOCATION OF MECHANICAL EQUIPMENT AND LOCATE DISCONNECT SWITCHES IN ACCORDANCE WITH THE NEC.. 5. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT, ELECTRICAL ENGINEER FOR CLARIFICATION PRIOR TO PROCEEDING WITH THAT WORK. 6. ALL LOW VOLTAGE WIRING / CABLING, NOT IN CONDUIT, MUST BE PLENUM - RATED. 7. TELEPHONE / ELECTRICAL OUTLETS SHALL BE MOUNTED VERTICALLY AT + 15° UNLESS NOTED OTHERWISE. SPECIAL HEIGHTS ARE NOTED ADJACENT TO THE OUTLET ON DRAWING. PROVIDE CONDUIT TO CONCEAL SPACE FOR DATA WITH PULL STRING. 8. UTILIZE RACEWAY AS EQUIPMENT GROUND PER NEC 250 -118. WHERE CONTINUOUS METALLIC RACEWAY IS NOT UTILIZED, PROVIDE EQUIPMENT GROUNDING CONDUCTORS. 9. ALL LOW VOLTAGE CABLING TO BE PERMITTED AND INSPECTED BEFORE COVER. 9. TROFFER TO BE SCREWED TO GRID -OPPOSITE CORNERS WITH SEISMIC WIRES TO STRUCTURE. [150A MLO A5 BOA MLO LCP L TYPE • H Ted des • Guard MFR D F1 F2 F3 Fla F4 F5 P8 F7 F10 0 H P1 P2 P3 P4 PA st opncrr Na WA W4 x X2 -Ma E GL PA PS PC PD PE WA LF ALP 17X10' 2 43 6 0 2 B 2 1 8 6 Ugtdorer Allman LOL assize COOPER COOPER COOPER COOPER COOPER LOL LOL LOL Llghtolier SEAGULL 12 1 9E541-121E8553-12 e85e7 -12 /SEEM- SEAGULL SEAGULL Aloe Blossom Refer & Suer Aloe Blossom Aloe Blossom Bocci .JUNO Kendal 4 COOPER COOPER Ono I•fftx!300a* X MEwITLA - L LOL Base 1113 NC MP 2n1 - 031 8N- 117- ADVRIa132SF120 2GR8- 2320 .tRJV.EB81 -Pa.5 -2/185 3835 8N- 117 -UNV oa xn00000000nx+( 618(1-12 948412 Large Blosaan Sleds fiber pendent w!Center epc t Sorel Smssmn 14787 TL1401 WH ITre CC3-15K tPxr70G -B LIGHT FIXTURE SCHEDULE FOR JOEY'S OF SOUTHCENTER DESCRIPTION Rea can , LV 9 Square LV pro) eg t Acbee m LOL morx4dbase Nil used vacs head Niue Pudt ttghs stack Pudt tohts ear a 4• FLUORESCENT UGHr STRIP Dtmmkki 2 7C 4 FLUORESC8IT LIGHT (PRtSMA1TC LENS) Same ea F3 with Ern Bad Bade 2 %4• FLUORESCENT LIGHT ( Deep Parabottc) 7 'XV FLUORESCENT 1.10117 G Sealed 4 fluor Odep Mad 1110 6gtps ° sH� g_ 9 mnresosr5. 26' , 20,15',18'.20`,20'. Velar Va proof fluorescent � 120 NM - LINEAR LIGHTING Bteck LINEAR UGHTtNG EL,* WIre Canny Er4DANT , Chardater 35"4 BF Black towered steel taw dne PENDANT, adWWr 8 , 185 x int.Po=em, bind. PENDANT , C hattdeEar , 31•d a 791,, Foredo, Mark 4` diax V7 max. LerLent) TBD Ft led / Cast Mato Slap Was Pkw'r Step t Fmr k Trade Track fixtures ( Lensed ) need - - -- 120�� 7 26 MOE SCONCE Gene shelf WALL SCONCE Wet Lacetke Bath verily IV teal work NM 2-11EA0l GENCY UNJT EXIT 510N Remarks instals kn T max itddmare Votfam 170 170 170 3m 127 120 120'277 170277 1207277 120277 M1101.111.11111.1 MC= TI �■ 120 120 120 120 120 123 120 121 121 1201277 627 127 5514.15 4440-15 15 tad Was Was ao 50 Jn 78 24 $$ 30 78 78 253 250 25 70 Q 120 78 7a Ad • _ Location For Liquor display /with wised deems Mohan 00/F1 3gheag 105155 NH bpfdap reed a Fiume lens h order m protect the Iotchan 0/H 35 oaks bar an Far upper r cove and m bar core xfm eor team /Paso Dining Di Worn= bath Mins Mine Mohan r Warman n Made doeut A3 150A MLO • (2) 2 4#3/OKCM CU. A4 400A MLO 120/208V 30 4W SEC 3 (2) 2 "C- 4#3JOKCM CU. 2 "C -3#2/0 &1#1/0 + 1#4eq. gnd 1.25' CU. 1.25" 4#6 CU. 2 " - # 1/0 & 1 # 2 CU. A2 400A MLO 120/208V 30 4W SEC 2 FEED THRU Al 400A MB 120/208V 30 4W SEC 1 FEED THRU Lighting Summary 7001 wedge cn r Caen amia.KAFA'm ti Wat (Interior JOEY'S RESTAURANT 26,900 AIC SERIES RATED --- (2) 2 "C- 4#/13 /OKCM CU.+ l#3gnd 208 277/480 150 KVA Maximum Allowed Lighting Watta {Interior Porn 15-1 (aver) - doe iment et exceptons on Tome LTG-LPA Total Proposed Watts may nut exceed Total Mowed W ails for axitx).um Allowed Lighting Watta (Exterior Nola for building ader1cr. choose either the facade area Or the per/gter Tow Proposed watts may not exceed r olld Aflaved watts = CU. HI 600A MLO 277/480 30 4W RISER DIAGRAM 55-- 1.5 "C -3#2/O CU. I x-1#6 EA. GND I LTG -SUM JurrI2Xt1 -KM 9294.0 9153.0 1165.0 Watta Exterior tlse odor eeted riratdrnnan in0ut wailsspa. For Woes cstit trend -wined ballasts only tie &huff We In ±he NRECTedWcal Reference Mengel may atao be iced. 600AS 600AF --- (2) 2 "C- 4#350KCM CU. PROVIDE BY OWNER MALL ELECTRICAL ROOM Q (2) 2.5 "C- 4#350KCM CU CT AND METER 600/3 21,196 AIC #2/0Cu. TO MALL MDP -� ` 2.5 "C- /I #35OKCM CU. 600A MAIN DISTRIBUTION BOARD 277/480 -30-4W em PARKING LEVEL RECEIVED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER Location imesalpdon AE6wed Watf CIpar i 2 a! din =Or =Or G for perkrriea(vad Wetly 0x tl2 (a671-X Covered Parking (standard paint) 02 W/ft2 Covered Parking (r�ectve paint) 0 3 WAT2 Open Parklrig 02 WJp2 Cu Amos ldoor As 0.2 W/112 Bag. (by facade) O.25wR2 1:114 0. {try perks) Exterior TS WAf 158.0 1185.0 V t7Flxturs Desadm pt NcmnberOf OFbdures WedFbNn sfDe Watts oPtoposed Location Exterior patio wall sconce RE 6 32.0 192.0 0/0 ligkte . G 11 32.0 352.0 Lcna6 mm onD(flootlrnc) i nO cc DeratpEan NlowedDWats EAHo�vedxArea Area h l 2 Restaurant Idtche i 1.00 2166.0 2166.0 Restaurant dining 1.00 7128.0 7128.0 Out. • -: T , : rµ .. •rte_ MV EdirtnS 828 Poplar Place South Seattle, Washington 98144 Phone: (206)- 329 -2040 Web Site: www.smeincofseattle.com j 0 EYS Co Lo ......1 qr >1 co < 0) 2 z ct 0 (.9 co t� z z w' 0 ?iij cn 0 i ......, F D 0 < pr. U muel CO Cr) 4:0 !!1:!: D ISSUED DATE 10 -24-07 Project Manager. JON BAKER DesigrEJON BAKER Drafter: WLA Job Number.07 -J57 Recived Architects Plan: 7 -25-07 SME REVISIONS REV DATE DESCRIPTION 1 9 -26-07 SCHEMATIC 2 10 -12-07 COORDINATION SET 3 10-24-07 PERMIT SET ft C OVER SHEET RISER D 1. GENERAL NOTES: ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH ALL CURRENT LOCAL CODES, NATIONAL ELECTRICAL CODE (NEC), AND UTILITY COMPANY CRITERIA. 2. ALL ELECTRICAL EQUIPMENT, DEVICES AND SYSTEM SHALL BE GROUND IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE AND STATE AND LOCAL CODES. 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF LIGHT FIXTURE LAYOUT, CONTRACTORS TO COORDINATE LOCATIONS OF LIGHTING, SPEAKERS, AIR DIFFUSERS, GRILLES AND THE LIKE, WITH REFLECTED CEILING LAYOUT AS REQUIRED AND DIRECTED BY THE ARCHITECT. 4. REFER TO MECHANICAL PLANS FOR EXACT LOCATION OF MECHANICAL EQUIPMENT AND LOCATE DISCONNECT SWITCHES IN ACCORDANCE WITH THE NEC.. 5. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT, ELECTRICAL ENGINEER FOR CLARIFICATION PRIOR TO PROCEEDING WITH THAT WORK. 6. ALL LOW VOLTAGE WIRING / CABLING, NOT IN CONDUIT, MUST BE PLENUM - RATED. 7. TELEPHONE / ELECTRICAL OUTLETS SHALL BE MOUNTED VERTICALLY AT + 15° UNLESS NOTED OTHERWISE. SPECIAL HEIGHTS ARE NOTED ADJACENT TO THE OUTLET ON DRAWING. PROVIDE CONDUIT TO CONCEAL SPACE FOR DATA WITH PULL STRING. 8. UTILIZE RACEWAY AS EQUIPMENT GROUND PER NEC 250 -118. WHERE CONTINUOUS METALLIC RACEWAY IS NOT UTILIZED, PROVIDE EQUIPMENT GROUNDING CONDUCTORS. 9. ALL LOW VOLTAGE CABLING TO BE PERMITTED AND INSPECTED BEFORE COVER. 9. TROFFER TO BE SCREWED TO GRID -OPPOSITE CORNERS WITH SEISMIC WIRES TO STRUCTURE. [150A MLO A5 BOA MLO LCP L TYPE • H Ted des • Guard MFR D F1 F2 F3 Fla F4 F5 P8 F7 F10 0 H P1 P2 P3 P4 PA st opncrr Na WA W4 x X2 -Ma E GL PA PS PC PD PE WA LF ALP 17X10' 2 43 6 0 2 B 2 1 8 6 Ugtdorer Allman LOL assize COOPER COOPER COOPER COOPER COOPER LOL LOL LOL Llghtolier SEAGULL 12 1 9E541-121E8553-12 e85e7 -12 /SEEM- SEAGULL SEAGULL Aloe Blossom Refer & Suer Aloe Blossom Aloe Blossom Bocci .JUNO Kendal 4 COOPER COOPER Ono I•fftx!300a* X MEwITLA - L LOL Base 1113 NC MP 2n1 - 031 8N- 117- ADVRIa132SF120 2GR8- 2320 .tRJV.EB81 -Pa.5 -2/185 3835 8N- 117 -UNV oa xn00000000nx+( 618(1-12 948412 Large Blosaan Sleds fiber pendent w!Center epc t Sorel Smssmn 14787 TL1401 WH ITre CC3-15K tPxr70G -B LIGHT FIXTURE SCHEDULE FOR JOEY'S OF SOUTHCENTER DESCRIPTION Rea can , LV 9 Square LV pro) eg t Acbee m LOL morx4dbase Nil used vacs head Niue Pudt ttghs stack Pudt tohts ear a 4• FLUORESCENT UGHr STRIP Dtmmkki 2 7C 4 FLUORESC8IT LIGHT (PRtSMA1TC LENS) Same ea F3 with Ern Bad Bade 2 %4• FLUORESCENT LIGHT ( Deep Parabottc) 7 'XV FLUORESCENT 1.10117 G Sealed 4 fluor Odep Mad 1110 6gtps ° sH� g_ 9 mnresosr5. 26' , 20,15',18'.20`,20'. Velar Va proof fluorescent � 120 NM - LINEAR LIGHTING Bteck LINEAR UGHTtNG EL,* WIre Canny Er4DANT , Chardater 35"4 BF Black towered steel taw dne PENDANT, adWWr 8 , 185 x int.Po=em, bind. PENDANT , C hattdeEar , 31•d a 791,, Foredo, Mark 4` diax V7 max. LerLent) TBD Ft led / Cast Mato Slap Was Pkw'r Step t Fmr k Trade Track fixtures ( Lensed ) need - - -- 120�� 7 26 MOE SCONCE Gene shelf WALL SCONCE Wet Lacetke Bath verily IV teal work NM 2-11EA0l GENCY UNJT EXIT 510N Remarks instals kn T max itddmare Votfam 170 170 170 3m 127 120 120'277 170277 1207277 120277 M1101.111.11111.1 MC= TI �■ 120 120 120 120 120 123 120 121 121 1201277 627 127 5514.15 4440-15 15 tad Was Was ao 50 Jn 78 24 $$ 30 78 78 253 250 25 70 Q 120 78 7a Ad • _ Location For Liquor display /with wised deems Mohan 00/F1 3gheag 105155 NH bpfdap reed a Fiume lens h order m protect the Iotchan 0/H 35 oaks bar an Far upper r cove and m bar core xfm eor team /Paso Dining Di Worn= bath Mins Mine Mohan r Warman n Made doeut A3 150A MLO • (2) 2 4#3/OKCM CU. A4 400A MLO 120/208V 30 4W SEC 3 (2) 2 "C- 4#3JOKCM CU. 2 "C -3#2/0 &1#1/0 + 1#4eq. gnd 1.25' CU. 1.25" 4#6 CU. 2 " - # 1/0 & 1 # 2 CU. A2 400A MLO 120/208V 30 4W SEC 2 FEED THRU Al 400A MB 120/208V 30 4W SEC 1 FEED THRU Lighting Summary 7001 wedge cn r Caen amia.KAFA'm ti Wat (Interior JOEY'S RESTAURANT 26,900 AIC SERIES RATED --- (2) 2 "C- 4#/13 /OKCM CU.+ l#3gnd 208 277/480 150 KVA Maximum Allowed Lighting Watta {Interior Porn 15-1 (aver) - doe iment et exceptons on Tome LTG-LPA Total Proposed Watts may nut exceed Total Mowed W ails for axitx).um Allowed Lighting Watta (Exterior Nola for building ader1cr. choose either the facade area Or the per/gter Tow Proposed watts may not exceed r olld Aflaved watts = CU. HI 600A MLO 277/480 30 4W RISER DIAGRAM 55-- 1.5 "C -3#2/O CU. I x-1#6 EA. GND I LTG -SUM JurrI2Xt1 -KM 9294.0 9153.0 1165.0 Watta Exterior tlse odor eeted riratdrnnan in0ut wailsspa. For Woes cstit trend -wined ballasts only tie &huff We In ±he NRECTedWcal Reference Mengel may atao be iced. 600AS 600AF --- (2) 2 "C- 4#350KCM CU. PROVIDE BY OWNER MALL ELECTRICAL ROOM Q (2) 2.5 "C- 4#350KCM CU CT AND METER 600/3 21,196 AIC #2/0Cu. TO MALL MDP -� ` 2.5 "C- /I #35OKCM CU. 600A MAIN DISTRIBUTION BOARD 277/480 -30-4W em PARKING LEVEL RECEIVED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER V t7Flxturs Desadm pt NcmnberOf OFbdures WedFbNn sfDe Watts oPtoposed Location Exterior patio wall sconce RE 6 32.0 192.0 0/0 ligkte . G 11 32.0 352.0 Lcna6 mm onD(flootlrnc) i nO cc DeratpEan NlowedDWats EAHo�vedxArea Area h l 2 Restaurant Idtche i 1.00 2166.0 2166.0 Restaurant dining 1.00 7128.0 7128.0 Out. • -: T , : rµ .. •rte_ MV EdirtnS 828 Poplar Place South Seattle, Washington 98144 Phone: (206)- 329 -2040 Web Site: www.smeincofseattle.com j 0 EYS Co Lo ......1 qr >1 co < 0) 2 z ct 0 (.9 co t� z z w' 0 ?iij cn 0 i ......, F D 0 < pr. U muel CO Cr) 4:0 !!1:!: D ISSUED DATE 10 -24-07 Project Manager. JON BAKER DesigrEJON BAKER Drafter: WLA Job Number.07 -J57 Recived Architects Plan: 7 -25-07 SME REVISIONS REV DATE DESCRIPTION 1 9 -26-07 SCHEMATIC 2 10 -12-07 COORDINATION SET 3 10-24-07 PERMIT SET ft C OVER SHEET RISER D 1. GENERAL NOTES: ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH ALL CURRENT LOCAL CODES, NATIONAL ELECTRICAL CODE (NEC), AND UTILITY COMPANY CRITERIA. 2. ALL ELECTRICAL EQUIPMENT, DEVICES AND SYSTEM SHALL BE GROUND IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE AND STATE AND LOCAL CODES. 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF LIGHT FIXTURE LAYOUT, CONTRACTORS TO COORDINATE LOCATIONS OF LIGHTING, SPEAKERS, AIR DIFFUSERS, GRILLES AND THE LIKE, WITH REFLECTED CEILING LAYOUT AS REQUIRED AND DIRECTED BY THE ARCHITECT. 4. REFER TO MECHANICAL PLANS FOR EXACT LOCATION OF MECHANICAL EQUIPMENT AND LOCATE DISCONNECT SWITCHES IN ACCORDANCE WITH THE NEC.. 5. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT, ELECTRICAL ENGINEER FOR CLARIFICATION PRIOR TO PROCEEDING WITH THAT WORK. 6. ALL LOW VOLTAGE WIRING / CABLING, NOT IN CONDUIT, MUST BE PLENUM - RATED. 7. TELEPHONE / ELECTRICAL OUTLETS SHALL BE MOUNTED VERTICALLY AT + 15° UNLESS NOTED OTHERWISE. SPECIAL HEIGHTS ARE NOTED ADJACENT TO THE OUTLET ON DRAWING. PROVIDE CONDUIT TO CONCEAL SPACE FOR DATA WITH PULL STRING. 8. UTILIZE RACEWAY AS EQUIPMENT GROUND PER NEC 250 -118. WHERE CONTINUOUS METALLIC RACEWAY IS NOT UTILIZED, PROVIDE EQUIPMENT GROUNDING CONDUCTORS. 9. ALL LOW VOLTAGE CABLING TO BE PERMITTED AND INSPECTED BEFORE COVER. 9. TROFFER TO BE SCREWED TO GRID -OPPOSITE CORNERS WITH SEISMIC WIRES TO STRUCTURE. [150A MLO A5 BOA MLO LCP L TYPE • H Ted des • Guard MFR D F1 F2 F3 Fla F4 F5 P8 F7 F10 0 H P1 P2 P3 P4 PA st opncrr Na WA W4 x X2 -Ma E GL PA PS PC PD PE WA LF ALP 17X10' 2 43 6 0 2 B 2 1 8 6 Ugtdorer Allman LOL assize COOPER COOPER COOPER COOPER COOPER LOL LOL LOL Llghtolier SEAGULL 12 1 9E541-121E8553-12 e85e7 -12 /SEEM- SEAGULL SEAGULL Aloe Blossom Refer & Suer Aloe Blossom Aloe Blossom Bocci .JUNO Kendal 4 COOPER COOPER Ono I•fftx!300a* X MEwITLA - L LOL Base 1113 NC MP 2n1 - 031 8N- 117- ADVRIa132SF120 2GR8- 2320 .tRJV.EB81 -Pa.5 -2/185 3835 8N- 117 -UNV oa xn00000000nx+( 618(1-12 948412 Large Blosaan Sleds fiber pendent w!Center epc t Sorel Smssmn 14787 TL1401 WH ITre CC3-15K tPxr70G -B LIGHT FIXTURE SCHEDULE FOR JOEY'S OF SOUTHCENTER DESCRIPTION Rea can , LV 9 Square LV pro) eg t Acbee m LOL morx4dbase Nil used vacs head Niue Pudt ttghs stack Pudt tohts ear a 4• FLUORESCENT UGHr STRIP Dtmmkki 2 7C 4 FLUORESC8IT LIGHT (PRtSMA1TC LENS) Same ea F3 with Ern Bad Bade 2 %4• FLUORESCENT LIGHT ( Deep Parabottc) 7 'XV FLUORESCENT 1.10117 G Sealed 4 fluor Odep Mad 1110 6gtps ° sH� g_ 9 mnresosr5. 26' , 20,15',18'.20`,20'. Velar Va proof fluorescent � 120 NM - LINEAR LIGHTING Bteck LINEAR UGHTtNG EL,* WIre Canny Er4DANT , Chardater 35"4 BF Black towered steel taw dne PENDANT, adWWr 8 , 185 x int.Po=em, bind. PENDANT , C hattdeEar , 31•d a 791,, Foredo, Mark 4` diax V7 max. LerLent) TBD Ft led / Cast Mato Slap Was Pkw'r Step t Fmr k Trade Track fixtures ( Lensed ) need - - -- 120�� 7 26 MOE SCONCE Gene shelf WALL SCONCE Wet Lacetke Bath verily IV teal work NM 2-11EA0l GENCY UNJT EXIT 510N Remarks instals kn T max itddmare Votfam 170 170 170 3m 127 120 120'277 170277 1207277 120277 M1101.111.11111.1 MC= TI �■ 120 120 120 120 120 123 120 121 121 1201277 627 127 5514.15 4440-15 15 tad Was Was ao 50 Jn 78 24 $$ 30 78 78 253 250 25 70 Q 120 78 7a Ad • _ Location For Liquor display /with wised deems Mohan 00/F1 3gheag 105155 NH bpfdap reed a Fiume lens h order m protect the Iotchan 0/H 35 oaks bar an Far upper r cove and m bar core xfm eor team /Paso Dining Di Worn= bath Mins Mine Mohan r Warman n Made doeut A3 150A MLO • (2) 2 4#3/OKCM CU. A4 400A MLO 120/208V 30 4W SEC 3 (2) 2 "C- 4#3JOKCM CU. 2 "C -3#2/0 &1#1/0 + 1#4eq. gnd 1.25' CU. 1.25" 4#6 CU. 2 " - # 1/0 & 1 # 2 CU. A2 400A MLO 120/208V 30 4W SEC 2 FEED THRU Al 400A MB 120/208V 30 4W SEC 1 FEED THRU Lighting Summary 7001 wedge cn r Caen amia.KAFA'm ti Wat (Interior JOEY'S RESTAURANT 26,900 AIC SERIES RATED --- (2) 2 "C- 4#/13 /OKCM CU.+ l#3gnd 208 277/480 150 KVA Maximum Allowed Lighting Watta {Interior Porn 15-1 (aver) - doe iment et exceptons on Tome LTG-LPA Total Proposed Watts may nut exceed Total Mowed W ails for axitx).um Allowed Lighting Watta (Exterior Nola for building ader1cr. choose either the facade area Or the per/gter Tow Proposed watts may not exceed r olld Aflaved watts = CU. HI 600A MLO 277/480 30 4W RISER DIAGRAM 55-- 1.5 "C -3#2/O CU. I x-1#6 EA. GND I LTG -SUM JurrI2Xt1 -KM 9294.0 9153.0 1165.0 Watta Exterior tlse odor eeted riratdrnnan in0ut wailsspa. For Woes cstit trend -wined ballasts only tie &huff We In ±he NRECTedWcal Reference Mengel may atao be iced. 600AS 600AF --- (2) 2 "C- 4#350KCM CU. PROVIDE BY OWNER MALL ELECTRICAL ROOM Q (2) 2.5 "C- 4#350KCM CU CT AND METER 600/3 21,196 AIC #2/0Cu. TO MALL MDP -� ` 2.5 "C- /I #35OKCM CU. 600A MAIN DISTRIBUTION BOARD 277/480 -30-4W em PARKING LEVEL RECEIVED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER Lcna6 mm onD(flootlrnc) i nO cc DeratpEan NlowedDWats EAHo�vedxArea Area h l 2 Restaurant Idtche i 1.00 2166.0 2166.0 Restaurant dining 1.00 7128.0 7128.0 Out. • -: T , : rµ .. •rte_ MV EdirtnS 828 Poplar Place South Seattle, Washington 98144 Phone: (206)- 329 -2040 Web Site: www.smeincofseattle.com j 0 EYS Co Lo ......1 qr >1 co < 0) 2 z ct 0 (.9 co t� z z w' 0 ?iij cn 0 i ......, F D 0 < pr. U muel CO Cr) 4:0 !!1:!: D ISSUED DATE 10 -24-07 Project Manager. JON BAKER DesigrEJON BAKER Drafter: WLA Job Number.07 -J57 Recived Architects Plan: 7 -25-07 SME REVISIONS REV DATE DESCRIPTION 1 9 -26-07 SCHEMATIC 2 10 -12-07 COORDINATION SET 3 10-24-07 PERMIT SET ft C OVER SHEET RISER D 1. GENERAL NOTES: ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH ALL CURRENT LOCAL CODES, NATIONAL ELECTRICAL CODE (NEC), AND UTILITY COMPANY CRITERIA. 2. ALL ELECTRICAL EQUIPMENT, DEVICES AND SYSTEM SHALL BE GROUND IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE AND STATE AND LOCAL CODES. 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF LIGHT FIXTURE LAYOUT, CONTRACTORS TO COORDINATE LOCATIONS OF LIGHTING, SPEAKERS, AIR DIFFUSERS, GRILLES AND THE LIKE, WITH REFLECTED CEILING LAYOUT AS REQUIRED AND DIRECTED BY THE ARCHITECT. 4. REFER TO MECHANICAL PLANS FOR EXACT LOCATION OF MECHANICAL EQUIPMENT AND LOCATE DISCONNECT SWITCHES IN ACCORDANCE WITH THE NEC.. 5. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT, ELECTRICAL ENGINEER FOR CLARIFICATION PRIOR TO PROCEEDING WITH THAT WORK. 6. ALL LOW VOLTAGE WIRING / CABLING, NOT IN CONDUIT, MUST BE PLENUM - RATED. 7. TELEPHONE / ELECTRICAL OUTLETS SHALL BE MOUNTED VERTICALLY AT + 15° UNLESS NOTED OTHERWISE. SPECIAL HEIGHTS ARE NOTED ADJACENT TO THE OUTLET ON DRAWING. PROVIDE CONDUIT TO CONCEAL SPACE FOR DATA WITH PULL STRING. 8. UTILIZE RACEWAY AS EQUIPMENT GROUND PER NEC 250 -118. WHERE CONTINUOUS METALLIC RACEWAY IS NOT UTILIZED, PROVIDE EQUIPMENT GROUNDING CONDUCTORS. 9. ALL LOW VOLTAGE CABLING TO BE PERMITTED AND INSPECTED BEFORE COVER. 9. TROFFER TO BE SCREWED TO GRID -OPPOSITE CORNERS WITH SEISMIC WIRES TO STRUCTURE. [150A MLO A5 BOA MLO LCP L TYPE • H Ted des • Guard MFR D F1 F2 F3 Fla F4 F5 P8 F7 F10 0 H P1 P2 P3 P4 PA st opncrr Na WA W4 x X2 -Ma E GL PA PS PC PD PE WA LF ALP 17X10' 2 43 6 0 2 B 2 1 8 6 Ugtdorer Allman LOL assize COOPER COOPER COOPER COOPER COOPER LOL LOL LOL Llghtolier SEAGULL 12 1 9E541-121E8553-12 e85e7 -12 /SEEM- SEAGULL SEAGULL Aloe Blossom Refer & Suer Aloe Blossom Aloe Blossom Bocci .JUNO Kendal 4 COOPER COOPER Ono I•fftx!300a* X MEwITLA - L LOL Base 1113 NC MP 2n1 - 031 8N- 117- ADVRIa132SF120 2GR8- 2320 .tRJV.EB81 -Pa.5 -2/185 3835 8N- 117 -UNV oa xn00000000nx+( 618(1-12 948412 Large Blosaan Sleds fiber pendent w!Center epc t Sorel Smssmn 14787 TL1401 WH ITre CC3-15K tPxr70G -B LIGHT FIXTURE SCHEDULE FOR JOEY'S OF SOUTHCENTER DESCRIPTION Rea can , LV 9 Square LV pro) eg t Acbee m LOL morx4dbase Nil used vacs head Niue Pudt ttghs stack Pudt tohts ear a 4• FLUORESCENT UGHr STRIP Dtmmkki 2 7C 4 FLUORESC8IT LIGHT (PRtSMA1TC LENS) Same ea F3 with Ern Bad Bade 2 %4• FLUORESCENT LIGHT ( Deep Parabottc) 7 'XV FLUORESCENT 1.10117 G Sealed 4 fluor Odep Mad 1110 6gtps ° sH� g_ 9 mnresosr5. 26' , 20,15',18'.20`,20'. Velar Va proof fluorescent � 120 NM - LINEAR LIGHTING Bteck LINEAR UGHTtNG EL,* WIre Canny Er4DANT , Chardater 35"4 BF Black towered steel taw dne PENDANT, adWWr 8 , 185 x int.Po=em, bind. PENDANT , C hattdeEar , 31•d a 791,, Foredo, Mark 4` diax V7 max. LerLent) TBD Ft led / Cast Mato Slap Was Pkw'r Step t Fmr k Trade Track fixtures ( Lensed ) need - - -- 120�� 7 26 MOE SCONCE Gene shelf WALL SCONCE Wet Lacetke Bath verily IV teal work NM 2-11EA0l GENCY UNJT EXIT 510N Remarks instals kn T max itddmare Votfam 170 170 170 3m 127 120 120'277 170277 1207277 120277 M1101.111.11111.1 MC= TI �■ 120 120 120 120 120 123 120 121 121 1201277 627 127 5514.15 4440-15 15 tad Was Was ao 50 Jn 78 24 $$ 30 78 78 253 250 25 70 Q 120 78 7a Ad • _ Location For Liquor display /with wised deems Mohan 00/F1 3gheag 105155 NH bpfdap reed a Fiume lens h order m protect the Iotchan 0/H 35 oaks bar an Far upper r cove and m bar core xfm eor team /Paso Dining Di Worn= bath Mins Mine Mohan r Warman n Made doeut A3 150A MLO • (2) 2 4#3/OKCM CU. A4 400A MLO 120/208V 30 4W SEC 3 (2) 2 "C- 4#3JOKCM CU. 2 "C -3#2/0 &1#1/0 + 1#4eq. gnd 1.25' CU. 1.25" 4#6 CU. 2 " - # 1/0 & 1 # 2 CU. A2 400A MLO 120/208V 30 4W SEC 2 FEED THRU Al 400A MB 120/208V 30 4W SEC 1 FEED THRU Lighting Summary 7001 wedge cn r Caen amia.KAFA'm ti Wat (Interior JOEY'S RESTAURANT 26,900 AIC SERIES RATED --- (2) 2 "C- 4#/13 /OKCM CU.+ l#3gnd 208 277/480 150 KVA Maximum Allowed Lighting Watta {Interior Porn 15-1 (aver) - doe iment et exceptons on Tome LTG-LPA Total Proposed Watts may nut exceed Total Mowed W ails for axitx).um Allowed Lighting Watta (Exterior Nola for building ader1cr. choose either the facade area Or the per/gter Tow Proposed watts may not exceed r olld Aflaved watts = CU. HI 600A MLO 277/480 30 4W RISER DIAGRAM 55-- 1.5 "C -3#2/O CU. I x-1#6 EA. GND I LTG -SUM JurrI2Xt1 -KM 9294.0 9153.0 1165.0 Watta Exterior tlse odor eeted riratdrnnan in0ut wailsspa. For Woes cstit trend -wined ballasts only tie &huff We In ±he NRECTedWcal Reference Mengel may atao be iced. 600AS 600AF --- (2) 2 "C- 4#350KCM CU. PROVIDE BY OWNER MALL ELECTRICAL ROOM Q (2) 2.5 "C- 4#350KCM CU CT AND METER 600/3 21,196 AIC #2/0Cu. TO MALL MDP -� ` 2.5 "C- /I #35OKCM CU. 600A MAIN DISTRIBUTION BOARD 277/480 -30-4W em PARKING LEVEL RECEIVED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER Out. • -: T , : rµ .. •rte_ MV EdirtnS 828 Poplar Place South Seattle, Washington 98144 Phone: (206)- 329 -2040 Web Site: www.smeincofseattle.com j 0 EYS Co Lo ......1 qr >1 co < 0) 2 z ct 0 (.9 co t� z z w' 0 ?iij cn 0 i ......, F D 0 < pr. U muel CO Cr) 4:0 !!1:!: D ISSUED DATE 10 -24-07 Project Manager. JON BAKER DesigrEJON BAKER Drafter: WLA Job Number.07 -J57 Recived Architects Plan: 7 -25-07 SME REVISIONS REV DATE DESCRIPTION 1 9 -26-07 SCHEMATIC 2 10 -12-07 COORDINATION SET 3 10-24-07 PERMIT SET ft C OVER SHEET RISER D 1. GENERAL NOTES: ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH ALL CURRENT LOCAL CODES, NATIONAL ELECTRICAL CODE (NEC), AND UTILITY COMPANY CRITERIA. 2. ALL ELECTRICAL EQUIPMENT, DEVICES AND SYSTEM SHALL BE GROUND IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE AND STATE AND LOCAL CODES. 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF LIGHT FIXTURE LAYOUT, CONTRACTORS TO COORDINATE LOCATIONS OF LIGHTING, SPEAKERS, AIR DIFFUSERS, GRILLES AND THE LIKE, WITH REFLECTED CEILING LAYOUT AS REQUIRED AND DIRECTED BY THE ARCHITECT. 4. REFER TO MECHANICAL PLANS FOR EXACT LOCATION OF MECHANICAL EQUIPMENT AND LOCATE DISCONNECT SWITCHES IN ACCORDANCE WITH THE NEC.. 5. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT, ELECTRICAL ENGINEER FOR CLARIFICATION PRIOR TO PROCEEDING WITH THAT WORK. 6. ALL LOW VOLTAGE WIRING / CABLING, NOT IN CONDUIT, MUST BE PLENUM - RATED. 7. TELEPHONE / ELECTRICAL OUTLETS SHALL BE MOUNTED VERTICALLY AT + 15° UNLESS NOTED OTHERWISE. SPECIAL HEIGHTS ARE NOTED ADJACENT TO THE OUTLET ON DRAWING. PROVIDE CONDUIT TO CONCEAL SPACE FOR DATA WITH PULL STRING. 8. UTILIZE RACEWAY AS EQUIPMENT GROUND PER NEC 250 -118. WHERE CONTINUOUS METALLIC RACEWAY IS NOT UTILIZED, PROVIDE EQUIPMENT GROUNDING CONDUCTORS. 9. ALL LOW VOLTAGE CABLING TO BE PERMITTED AND INSPECTED BEFORE COVER. 9. TROFFER TO BE SCREWED TO GRID -OPPOSITE CORNERS WITH SEISMIC WIRES TO STRUCTURE. [150A MLO A5 BOA MLO LCP L TYPE • H Ted des • Guard MFR D F1 F2 F3 Fla F4 F5 P8 F7 F10 0 H P1 P2 P3 P4 PA st opncrr Na WA W4 x X2 -Ma E GL PA PS PC PD PE WA LF ALP 17X10' 2 43 6 0 2 B 2 1 8 6 Ugtdorer Allman LOL assize COOPER COOPER COOPER COOPER COOPER LOL LOL LOL Llghtolier SEAGULL 12 1 9E541-121E8553-12 e85e7 -12 /SEEM- SEAGULL SEAGULL Aloe Blossom Refer & Suer Aloe Blossom Aloe Blossom Bocci .JUNO Kendal 4 COOPER COOPER Ono I•fftx!300a* X MEwITLA - L LOL Base 1113 NC MP 2n1 - 031 8N- 117- ADVRIa132SF120 2GR8- 2320 .tRJV.EB81 -Pa.5 -2/185 3835 8N- 117 -UNV oa xn00000000nx+( 618(1-12 948412 Large Blosaan Sleds fiber pendent w!Center epc t Sorel Smssmn 14787 TL1401 WH ITre CC3-15K tPxr70G -B LIGHT FIXTURE SCHEDULE FOR JOEY'S OF SOUTHCENTER DESCRIPTION Rea can , LV 9 Square LV pro) eg t Acbee m LOL morx4dbase Nil used vacs head Niue Pudt ttghs stack Pudt tohts ear a 4• FLUORESCENT UGHr STRIP Dtmmkki 2 7C 4 FLUORESC8IT LIGHT (PRtSMA1TC LENS) Same ea F3 with Ern Bad Bade 2 %4• FLUORESCENT LIGHT ( Deep Parabottc) 7 'XV FLUORESCENT 1.10117 G Sealed 4 fluor Odep Mad 1110 6gtps ° sH� g_ 9 mnresosr5. 26' , 20,15',18'.20`,20'. Velar Va proof fluorescent � 120 NM - LINEAR LIGHTING Bteck LINEAR UGHTtNG EL,* WIre Canny Er4DANT , Chardater 35"4 BF Black towered steel taw dne PENDANT, adWWr 8 , 185 x int.Po=em, bind. PENDANT , C hattdeEar , 31•d a 791,, Foredo, Mark 4` diax V7 max. LerLent) TBD Ft led / Cast Mato Slap Was Pkw'r Step t Fmr k Trade Track fixtures ( Lensed ) need - - -- 120�� 7 26 MOE SCONCE Gene shelf WALL SCONCE Wet Lacetke Bath verily IV teal work NM 2-11EA0l GENCY UNJT EXIT 510N Remarks instals kn T max itddmare Votfam 170 170 170 3m 127 120 120'277 170277 1207277 120277 M1101.111.11111.1 MC= TI �■ 120 120 120 120 120 123 120 121 121 1201277 627 127 5514.15 4440-15 15 tad Was Was ao 50 Jn 78 24 $$ 30 78 78 253 250 25 70 Q 120 78 7a Ad • _ Location For Liquor display /with wised deems Mohan 00/F1 3gheag 105155 NH bpfdap reed a Fiume lens h order m protect the Iotchan 0/H 35 oaks bar an Far upper r cove and m bar core xfm eor team /Paso Dining Di Worn= bath Mins Mine Mohan r Warman n Made doeut A3 150A MLO • (2) 2 4#3/OKCM CU. A4 400A MLO 120/208V 30 4W SEC 3 (2) 2 "C- 4#3JOKCM CU. 2 "C -3#2/0 &1#1/0 + 1#4eq. gnd 1.25' CU. 1.25" 4#6 CU. 2 " - # 1/0 & 1 # 2 CU. A2 400A MLO 120/208V 30 4W SEC 2 FEED THRU Al 400A MB 120/208V 30 4W SEC 1 FEED THRU Lighting Summary 7001 wedge cn r Caen amia.KAFA'm ti Wat (Interior JOEY'S RESTAURANT 26,900 AIC SERIES RATED --- (2) 2 "C- 4#/13 /OKCM CU.+ l#3gnd 208 277/480 150 KVA Maximum Allowed Lighting Watta {Interior Porn 15-1 (aver) - doe iment et exceptons on Tome LTG-LPA Total Proposed Watts may nut exceed Total Mowed W ails for axitx).um Allowed Lighting Watta (Exterior Nola for building ader1cr. choose either the facade area Or the per/gter Tow Proposed watts may not exceed r olld Aflaved watts = CU. HI 600A MLO 277/480 30 4W RISER DIAGRAM 55-- 1.5 "C -3#2/O CU. I x-1#6 EA. GND I LTG -SUM JurrI2Xt1 -KM 9294.0 9153.0 1165.0 Watta Exterior tlse odor eeted riratdrnnan in0ut wailsspa. For Woes cstit trend -wined ballasts only tie &huff We In ±he NRECTedWcal Reference Mengel may atao be iced. 600AS 600AF --- (2) 2 "C- 4#350KCM CU. PROVIDE BY OWNER MALL ELECTRICAL ROOM Q (2) 2.5 "C- 4#350KCM CU CT AND METER 600/3 21,196 AIC #2/0Cu. TO MALL MDP -� ` 2.5 "C- /I #35OKCM CU. 600A MAIN DISTRIBUTION BOARD 277/480 -30-4W em PARKING LEVEL RECEIVED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER 1. GENERAL NOTES: ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH ALL CURRENT LOCAL CODES, NATIONAL ELECTRICAL CODE (NEC), AND UTILITY COMPANY CRITERIA. 2. ALL ELECTRICAL EQUIPMENT, DEVICES AND SYSTEM SHALL BE GROUND IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE AND STATE AND LOCAL CODES. 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF LIGHT FIXTURE LAYOUT, CONTRACTORS TO COORDINATE LOCATIONS OF LIGHTING, SPEAKERS, AIR DIFFUSERS, GRILLES AND THE LIKE, WITH REFLECTED CEILING LAYOUT AS REQUIRED AND DIRECTED BY THE ARCHITECT. 4. REFER TO MECHANICAL PLANS FOR EXACT LOCATION OF MECHANICAL EQUIPMENT AND LOCATE DISCONNECT SWITCHES IN ACCORDANCE WITH THE NEC.. 5. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT, ELECTRICAL ENGINEER FOR CLARIFICATION PRIOR TO PROCEEDING WITH THAT WORK. 6. ALL LOW VOLTAGE WIRING / CABLING, NOT IN CONDUIT, MUST BE PLENUM - RATED. 7. TELEPHONE / ELECTRICAL OUTLETS SHALL BE MOUNTED VERTICALLY AT + 15° UNLESS NOTED OTHERWISE. SPECIAL HEIGHTS ARE NOTED ADJACENT TO THE OUTLET ON DRAWING. PROVIDE CONDUIT TO CONCEAL SPACE FOR DATA WITH PULL STRING. 8. UTILIZE RACEWAY AS EQUIPMENT GROUND PER NEC 250 -118. WHERE CONTINUOUS METALLIC RACEWAY IS NOT UTILIZED, PROVIDE EQUIPMENT GROUNDING CONDUCTORS. 9. ALL LOW VOLTAGE CABLING TO BE PERMITTED AND INSPECTED BEFORE COVER. 9. TROFFER TO BE SCREWED TO GRID -OPPOSITE CORNERS WITH SEISMIC WIRES TO STRUCTURE. [150A MLO A5 BOA MLO LCP L TYPE • H Ted des • Guard MFR D F1 F2 F3 Fla F4 F5 P8 F7 F10 0 H P1 P2 P3 P4 PA st opncrr Na WA W4 x X2 -Ma E GL PA PS PC PD PE WA LF ALP 17X10' 2 43 6 0 2 B 2 1 8 6 Ugtdorer Allman LOL assize COOPER COOPER COOPER COOPER COOPER LOL LOL LOL Llghtolier SEAGULL 12 1 9E541-121E8553-12 e85e7 -12 /SEEM- SEAGULL SEAGULL Aloe Blossom Refer & Suer Aloe Blossom Aloe Blossom Bocci .JUNO Kendal 4 COOPER COOPER Ono I•fftx!300a* X MEwITLA - L LOL Base 1113 NC MP 2n1 - 031 8N- 117- ADVRIa132SF120 2GR8- 2320 .tRJV.EB81 -Pa.5 -2/185 3835 8N- 117 -UNV oa xn00000000nx+( 618(1-12 948412 Large Blosaan Sleds fiber pendent w!Center epc t Sorel Smssmn 14787 TL1401 WH ITre CC3-15K tPxr70G -B LIGHT FIXTURE SCHEDULE FOR JOEY'S OF SOUTHCENTER DESCRIPTION Rea can , LV 9 Square LV pro) eg t Acbee m LOL morx4dbase Nil used vacs head Niue Pudt ttghs stack Pudt tohts ear a 4• FLUORESCENT UGHr STRIP Dtmmkki 2 7C 4 FLUORESC8IT LIGHT (PRtSMA1TC LENS) Same ea F3 with Ern Bad Bade 2 %4• FLUORESCENT LIGHT ( Deep Parabottc) 7 'XV FLUORESCENT 1.10117 G Sealed 4 fluor Odep Mad 1110 6gtps ° sH� g_ 9 mnresosr5. 26' , 20,15',18'.20`,20'. Velar Va proof fluorescent � 120 NM - LINEAR LIGHTING Bteck LINEAR UGHTtNG EL,* WIre Canny Er4DANT , Chardater 35"4 BF Black towered steel taw dne PENDANT, adWWr 8 , 185 x int.Po=em, bind. PENDANT , C hattdeEar , 31•d a 791,, Foredo, Mark 4` diax V7 max. LerLent) TBD Ft led / Cast Mato Slap Was Pkw'r Step t Fmr k Trade Track fixtures ( Lensed ) need - - -- 120�� 7 26 MOE SCONCE Gene shelf WALL SCONCE Wet Lacetke Bath verily IV teal work NM 2-11EA0l GENCY UNJT EXIT 510N Remarks instals kn T max itddmare Votfam 170 170 170 3m 127 120 120'277 170277 1207277 120277 M1101.111.11111.1 MC= TI �■ 120 120 120 120 120 123 120 121 121 1201277 627 127 5514.15 4440-15 15 tad Was Was ao 50 Jn 78 24 $$ 30 78 78 253 250 25 70 Q 120 78 7a Ad • _ Location For Liquor display /with wised deems Mohan 00/F1 3gheag 105155 NH bpfdap reed a Fiume lens h order m protect the Iotchan 0/H 35 oaks bar an Far upper r cove and m bar core xfm eor team /Paso Dining Di Worn= bath Mins Mine Mohan r Warman n Made doeut A3 150A MLO • (2) 2 4#3/OKCM CU. A4 400A MLO 120/208V 30 4W SEC 3 (2) 2 "C- 4#3JOKCM CU. 2 "C -3#2/0 &1#1/0 + 1#4eq. gnd 1.25' CU. 1.25" 4#6 CU. 2 " - # 1/0 & 1 # 2 CU. A2 400A MLO 120/208V 30 4W SEC 2 FEED THRU Al 400A MB 120/208V 30 4W SEC 1 FEED THRU Lighting Summary 7001 wedge cn r Caen amia.KAFA'm ti Wat (Interior JOEY'S RESTAURANT 26,900 AIC SERIES RATED --- (2) 2 "C- 4#/13 /OKCM CU.+ l#3gnd 208 277/480 150 KVA Maximum Allowed Lighting Watta {Interior Porn 15-1 (aver) - doe iment et exceptons on Tome LTG-LPA Total Proposed Watts may nut exceed Total Mowed W ails for axitx).um Allowed Lighting Watta (Exterior Nola for building ader1cr. choose either the facade area Or the per/gter Tow Proposed watts may not exceed r olld Aflaved watts = CU. HI 600A MLO 277/480 30 4W RISER DIAGRAM 55-- 1.5 "C -3#2/O CU. I x-1#6 EA. GND I LTG -SUM JurrI2Xt1 -KM 9294.0 9153.0 1165.0 Watta Exterior tlse odor eeted riratdrnnan in0ut wailsspa. For Woes cstit trend -wined ballasts only tie &huff We In ±he NRECTedWcal Reference Mengel may atao be iced. 600AS 600AF --- (2) 2 "C- 4#350KCM CU. PROVIDE BY OWNER MALL ELECTRICAL ROOM Q (2) 2.5 "C- 4#350KCM CU CT AND METER 600/3 21,196 AIC #2/0Cu. TO MALL MDP -� ` 2.5 "C- /I #35OKCM CU. 600A MAIN DISTRIBUTION BOARD 277/480 -30-4W em PARKING LEVEL RECEIVED CITY OF TUKWILA NOV 1 3 2007 PERMIT CENTER o � � D � ��� 633 SOUTH�CENTER MALL TUKWILA, WASHINGTON 98158 - o m � �IEI111lEI1111.1 L III 1 11' lill IIIIEI 11 J 1 °IIIINIIIiIII �• IIIIIEI MIM EIEILIl�I� �IIIIIII 1 ∎ 1 non 3D R •IInsfilIIIIIIIIII f# Ililllflllll I 11 Hiii Il / a. . III II I II I!II IIIIIII .. IIII]IIIIEIiEllf it ya OPERATION EXPANSION immiPtlrii !VII W11111111111 I: KAY JEWELERS CONCEPT 5 GUESS? SEPHORA FOREVER 2l (LVL1OF2) • LENSCRAFTERS '11111111[1111111111. . 1�3_[mmrinnnn l nirillIlrll11111II S y iiiiiIIIIIII llllll • PUMPKIN PATCH LOVE CULTURE 01 ' Jr. ISLAND INK JET BATH & BODY WORKS 2800sf THAT KITCHEN SHOP 2345sf JCPENNEYSTO 4200sf TALBOTS 4616sf WEISFIELD JEWELERS 1832sf • EXCALIBUR CUTLERY 790sf ENNETH BERM ART GALLERY 2026sf GYMBOREE $' 2001sf O NATO 12869f R EX: FREIDL- ANDER'S JEWELERS- 4 1-- �• 1408sr WB S ' THING REMEMBERED £ 1396sf ^' CHARLOTTE RUSSE 7265sf ABERCROMBIE & FITCH • • 10533sf EXPRESS MEN'S 487581 BROOKSTONE 3243sf BUCKLE • SOSOsf GADZOOKS 2504sf CHARACTER 6189fCORNER WATCH WORLD Z2091 CHAMPS SP ORTS 3666sf THE CHILDREN'S PLACE 4852sf GAP KIDS JUAREZ 7315sf , THE LIMITED 5958sf LIMITED TOO f%) 4308sf • • CACHE 1602sf MARK'S HALLMARK 4603sf ANN TAYLOR LOFT 5258sf WILSON'S LEATHER 3797sf CATHY JEAN 11255-1 SOLE OUTDOORS 1873sf RADIO SHACK 1939sf EXPRESS 5418sf LANE BRYANT • 5196sf FOOTLOCKER 73108f NEW YORK & COMPANY 6576sf ICING ` u 96Osf m SWEET 1 „ 675sf FACTORY 360 M f 90551 SOUTHCE COBBLER 823sf Q ENTRANCE iu < ENTRANCE PROPERTY LINE PROPERTY LINE PANEL SCHEDULE - 1 Panel : H I Location: ( PANEL SCHEDULE I Voltage: 1480/277 4 Wire I Rated: Main Lugs Main Breaker Feed Thru Double Lugs 1 600 A X X Lugs I AIC Rating aic Section Enclosure: Flush Surface X NEMA 3R NEMA 1213R 3 Phase Ground bar Isolated Grid TVSS 200% Neutral _121,916 14K 18K 35K Series rated code Desciption KVA BKR CKT# PHRSE 3 Phase Ground bar Isolated Gnd TVSS 200% Neutral CKT# BKR KVA Description code M DXF -1 Fan unit for Priv dining 6.00 30/3 1 A cooler fan co 2 20/1 0.51 Knoll lighting L 1 " • K Bar Glass washer 3 B 3.12 4 20/1 0.792 Kitch fighting L 25/1 " • Wine bar coolers 20/1 5 C K 6 Office POS recept- 0 Space 20/1 3 SPARE 0.00 20/1 7 A Wine bar gp receptacles s 30/3 9.134 MUA -1 (on roof ) M 30/2 SPARE 0.00 20/1 9 B control power 10 20/1 0.36 " " 2011 7 SPARE 0.00 20/1 11 C 3.12 12 7 A • 8 20/3 SPARE 0.00 20/1 13 A K 14 40/3 18.25 RTU 3 (on roof) M 9 SPARE 0.00 20/1 15 B " • 16 11 C " • GP receptacle 324 SPARE 0.00 20/1 17 C ft beer powr pack 18 Refer compr K 48, 51 13 • " 20/1 M EF -1 & EF -2 Can roof ) I 5.81 30/3 19 A 0.36 20 50/3 24.9 RTU 2 (on roof) M 20/3 " • Frozen bey disp wine bar 20/1 21 B 17 22 0 • " 20/1 1s • • beer nitrogen 1e 23 C • • 24 17 C " • spare M CU -02 34.10 50/3 25 A drink carbona.or 26 70/3 39.01 RTU 1 (on roof) LM 19 " • K Frozen bev disp 27 B 4.68 28 19 A • " 20 20/3 " Air curtain 20/1 29 C 22 30 L M • • 20/1 _ 21 Dishwasher Booster 12.00 30/3 31 A n • 32 20/1 0 Space n • GP roof receptacle • . 0.18 20/1 33 B 26 34 20/1 0 Space 25 A • K Frozen bev disp 35 C 4.68 36 20/1 0 space 26 20/2 space 0.00 20/1 37 A 28 38 175/3 134.87 XFMR 150KVA 0 27 space 0.00 20/1 39 B n • 4o C 20/1 • • " W 31 space 0.00 20/1 41 C 42 30 20/2 " " Heat lamps A A B C PHASE 95.21 95.49 95.49 KVA CONNECTED 31 A Load Summary 32 Total Load KVA AMPS A coDE Description KVA KVA L Lighting 13.412 X 125% 16.77 R Receptacles 6.61 X 100% 6.61 R Receptacles over 10kva 0.00 X 50% 0.00 C Computers 0 X 100% 0.00 M Motors 98.204 X 100% 98.20 LM Largest Motor 34.1 X 25% 8.53 K Kitchen 75.40 X 65% 49.01 N Noncoincident o x 0% 0.00 0 Other 159.392 X 100% 159.39 Remainder 12 X 100% 12.00 Connected 365.02 439.04 Calculated 350.50 421.59 Spare capacity: 29.73 % Remarks: PANEL SCHEDULE Panel : PANEL SCHEDULE Location: X Panel : A Location: 208/120 4 Wire Rated: Vottage: 208/120 4 Wire Rated: 400 A X Lugs AIC Rating 3 Phase Ground bar isolated Grid TVSS 200% Neutral Main Lugs Main Bier Feed Thru Double Lug 14K 18K 35K Series rated Section Enclosure: Flush Surface NEMA 3R NEMA 12/3R x 3 Phase Ground bar Isolated Gnd TVSS 200% Neutral Main Lugs Main Breaker Feed Thru Double Lugs 14K 16K 35K Series rated PHASE code Description BKR - KVA BKR CKT# PHASE cooler fan co CKr# BKR KVA Dips 20/1 1 code K Bar Glass washer - 3.5 3.12 30/2 i A beer comp 2 25/1 0.8 Wine bar coolers 20/1 3 K K " Office POS recept- 4 PI " 20/1 3 s remote comp 4 25/1 0.36 Wine bar gp receptacles 20.1 5 K K REt32each in cooler 30/2 3.5 0.36 20/1 5 c control power 6 20/1 0.36 spare 2011 7 A K Bar Glass washer 30/3 7.38 3.12 30/2 7 A receptacles 8 20/3 4.68 Frozen bev disp Wine bar 20/1 9 K K " 30/2 2 Espresso machine K 9 B Spare 10 0.00 20/1 " • 20.1 11 C R GP receptacle 324 20/3 0.36 20/1 ii c ft beer powr pack 12 Refer compr K 48, 51 13 • • 20/1 13 A R GP receptacle 20/1 0 0.36 20/1 13 A beer powr pack 14 20/3 4.68 Frozen bey disp wine bar 20/1 15 K 17 spare 0 0.00 20/1 1s a beer nitrogen 1e EF -3 (on roof) • • 20.1 17 C R spare 20/1 0.3 0.00 20/1 17 C drink carbona.or 18 20 • 25/1 19 A K Frozen bev disp 40/3 17.42 4.68 20/3 19 A drink Carbone 20 20/3 1.44 Air curtain 20/1 21 15 1.04 22 « « L M EF-4 (on roof) 20/1 _ 21 B 25 22 0 n • 23 C 24 n • GP roof receptacle • • 0.18 20/1 23 C 26 24 20/1 0 n " 25 A L K Frozen bev disp 8.9 Dimming / Lighting Control Panel 4.68 20/3 25 A 20/1 26 20/2 2.88 Heat lamps 27 B Spare 28 • • 31 " " C 32 27 B Gp recept and electric flush Mans 28 R n • 29 C 20/1 30 " W 31 ' 20/1 0 29 C Spare 30 20/2 1.4 Heat lamps A 35 32 K Soft drink disp Panel A5 0 0.84 2W1 31 A Power for Patio heaters (gas) 32 20/1 33 • A 34 38 K Carbanator GP receptacles at upper lounge L 1.56 20/1 33 B 02 34 20/1 0 Space 36 150/3 28.00 R GP recept 0 Panel 0.36 20/1 as c 150/3 3a 20/1 0 Space GP racept at entry area 39 • 0 Spare " • 0.00 20/1 37 A 39 _ 38 20/1 0 Space 41 • " Load Summary 20/1 Spare KVA 0.00 20/1 39 6 Connected 40 20/1 0 Space B C PHASE 37.22 Spare 33.80 KVA CONNECTED _ 0.00 1 20/1 41 c 42 20/1 0 Space CODE Description KVA KVA L Lighting 12.11 X 125% 15.14 R Receptacles 8.61 X 100% 6.61 R Receptacles over 10kva 0.00 x 50% 0.00 C Computers 0 X 100% 0.00 M Motors 16.235 X 100% 1624 LM Largest Motor 0 X 25% 0.00 K Kitchen 75.397 X 65% 49.01 N Noncoincident o x 0% 0.00 0 Other 24.52 X 100% 24.52 Remainder 0 X 100% 0.00 Connected 134.87 374.37 Calculated 111.51 A B C PHASE Calculated #VALUEI 13.20 8.88 KVA CONNECTED KVA CONNECTED 2229 % Remarks: Load Summary Load Summary Total Load KVA KVA AMPS AMPS CODE Description L Lighting R Receptacles R Receptacles over 10kva C Computers M Motors LM Largest Motor K Kitchen N Noncoincident O Other Remainder KVA 0 1.08 0.00 0 0 0 2&88 0 0 6.08 KVA X 125% 0.00 X 100% 1.08 X 50% 0.00 X 100% 0.00 X 100% 0.00 X 25% 0.00 X 65% 18.77 X 0% 0.00 X 100% 0.00 X 100% 6.08 Connected 36.04 100.04 Calculated 25.93 71.98 Spare capacity: 82.00 % % Remarks: Remarks: PANEL SCHEDULE Panel : Al Location: X Voltage: 208/120 4 Wire Rated: 400 A X Lugs AIC Rating A I Section Enclosure: Flush Surface NEMA 3R NEMA 12/3R 3 Phase Ground bar isolated Grid TVSS 200% Neutral Main Lugs Main Bier Feed Thru Double Lug 14K 18K 35K Series rated code Description KVA BKR CKT# PHASE KVA CKT# BKR KVA Descripdon cede K beer cooler fan co Is & misc. Cade K 0.84 20/1 1 A 1 z 30/2 3.5 Coffee maker K K drat beer comp " • 2011 1.44 20/1 3 B 3 4 Office POS recept- 4 PI " 20/1 K Slushie remote comp 4 0.18 20/1 1.8 20.1 5 C 30/2 6 30/2 3.5 Coffee maker K K Hood control power / Hood lights 7 A 1.2 2011 7 A " 8 30/3 7.38 " " 20 /1 R GP receptacles B 20/1 10 0.36 20/1 9 B M 10 30/2 2 Espresso machine K 11 C Spare 12 0.00 20/1 0 20.1 11 C Compressor unit CU-01 (roof) 12 324 20/3 " • A K DrE ft beer powr pack 2.75 Refer compr K 48, 51 13 1.44 20/1 13 A 821 14 20/1 0 Space 16 K Draft beer powr pack 14 15 B 1.44 20/1 15 B 17 16 0 Space 0 K Dr'ft beer nitrogen gen EF -3 (on roof) 1.44 20.1 17 C R 18 20/1 0.3 • " K sof drink carbona.or A 20 1.56 25/1 19 A 20/1 20 40/3 17.42 Dishwasher K K soft drink Carbone tor 23 C 1.56 20/1 21 15 1.04 22 L L M EF-4 (on roof) 20/1 0.86 Spare 25 A 0 20/1 23 C 24 R GP roof receptacle • • 0.18 20/1 27 Spare 26 28 20/1 0 20.1 25 A L 26 60/3 8.9 Dimming / Lighting Control Panel L K Ice machine 20/1 0.79 Gp recept and electric flush Womens 6.12 30/3 27 B Spare 28 20/1 31 " " C 32 « • Gp recept and electric flush Mans Spare R space 29 C 20/1 30 B 31 ' 20/1 0 " W Spare 30 space L 31 A 35 32 60/2 2.14 Panel A5 0 K Wa k in cooler fang and door heat sr Power for Patio heaters (gas) 1.44 20/1 33 5 A 34 38 20/1 " • GP receptacles at upper lounge L Wa k in cooler Lig its Power for Patio heaters (gas) A 02 20.1 35 c 36 150/3 28.00 Panel A3 I I I Shunt trip 0 Panel SL Spare •5 22.38 150/3 37 A 20/1 38 GP racept at entry area 39 • 0 40 " • C PHASE 37 12.30 39 _ B KVA CONNECTED 4o 1 20/1 41 • " Load Summary 20/1 • " KVA 41 C 42 KVA KVA 3.01 X 125% 3.76 5.17 X 100% 5.17 0.00 X 50% 0.00 0 X 100% 0.00 16.235 X 100% 16.24 3.24 X 25% 0.81 1.373 X 65% 1.37 0 X 0% 0.00 3.456 X 100% 3.46 0 X 100% 0.00 Connected space C 81.17 A B C PHASE 37.22 37.67 33.80 KVA CONNECTED Load Summary Load Summary Total Load KVA AMPS CODE Description KVA KVA L Lighting 12.11 X 125% 15.14 R Receptacles 8.61 X 100% 6.61 R Receptacles over 10kva 0.00 x 50% 0.00 C Computers 0 X 100% 0.00 M Motors 16.235 X 100% 1624 LM Largest Motor 0 X 25% 0.00 K Kitchen 75.397 X 65% 49.01 N Noncoincident o x 0% 0.00 0 Other 24.52 X 100% 24.52 Remainder 0 X 100% 0.00 Connected 134.87 374.37 Calculated 111.51 309.52 Spare capacity: 22.62 Remarks: KVA PANEL SCHEDULE Shunt trip Panel Panel :, A 1 Location: I I Voltage: 1 208/120 I 4 Wire Rated: I 400 X Lugs A I AIC Rating I 100 Lugs Section Enclosure: Flush Surface NEMA 3R NEMA 12/3R Section Enclosure: Flush Surface NEMA 3R NEMA 12/3R X 3 Phase Ground bar Isolated Gnd TVSS 200% Neutral Main Lugs Main Breaker Feed Thru Double Lugs 14K 18K 35K Series rated code Description Metre Lugs Main B Feed Thru Double Lugs KVA BKR CKT# PHASE CKT# BKR KVA Description Cade K Refer compr K 32 B Salad spinner & GP 1.37 30/2 1 A A 2 30/2 2.75 Refer compr K 31, 33 Griddle M " • 2011 Refer base , Rotis? , GP P05 recept at Wine Bar 3 B 3 4 Office POS recept- 4 • 20/1 • n R GP recept 4 0.18 20/1 5 C 20/1 6 30/2 1.5 Refer compr K 8d M • • Spare A 0.00 2W1 7 A 2.91 8 7 A " 8 30/3 7.38 " SpSre 20 /1 0.00 20/1 9 B 20/1 10 30/2 2.75 Refer compr K 46,47 M R Spare N " 0.00 20/1 11 C Space 12 0.00 20/1 • • C M Compressor unit CU-01 (roof) R 324 20/3 13 A K 14 30/2 2.75 Refer compr K 48, 51 13 M " " 30/3 821 Rotisserie 15 B K 16 • • A • • 14 15 B • • 16 17 C 18 20/1 0 Spare 0.36 20/1 M EF -3 (on roof) 1.69 20/2 19 A R 20 20/1 0.3 Lighting , task and LV lights at wine bar L 20/1 • • A 20 21 B Air deck oven 22 20/1 0.95 Lighting , task and LV lights at Main bar Cold table L 0.30 Spare 21 0.00 20/1 23 C 24 20/1 1.04 Lighting Serving line and kitch L L M EF-4 (on roof) 20/1 0.86 20/1 25 A 26 20/1 0.72 Lighting - Mice U /C, Employee bath L R GP roof receptacle 0.00 0.18 20/1 27 B 26 28 20/1 0.52 Misc recept - eiec rrn, R L space R 0.00 20/1 29 C 25 30 20/1 0.79 Gp recept and electric flush Womens R M Hot water circ pump Spare 0.70 20/1 31 A C 32 20/1 0.79 Gp recept and electric flush Mans Spare R space L 0.00 20/1 33 B 31 34 20/1 0 Spare 0 Spare 30 space L 0.00 20/1 35 C 20/1 36 20/1 0 Spare 20/1 0 0 Power for Patio heaters (gas) 32 1.73 20/1 37 A 0.00 38 20/1 1.09 GP receptacles at upper lounge 36 R 0 Power for Patio heaters (gas) A 1.73 2W1 39 s 40 20/1 0.72 GP receptacles at private dining R 20/1 space Spare •5 20/1 41 C 42 20/1 0.9 GP racept at entry area 39 R - 40 A B C PHASE 37 12.30 10.83 6.12 KVA CONNECTED 0.00 1 20/1 41 c Load Summary 20/1 Total Load KVA AMPS O CODE Description L Lighting R Receptacles R Receptacles over l0kva C Computers M Motors LM Largest Motor K Kitchen N Noncoincident O Other Remainder KVA KVA 3.01 X 125% 3.76 5.17 X 100% 5.17 0.00 X 50% 0.00 0 X 100% 0.00 16.235 X 100% 16.24 3.24 X 25% 0.81 1.373 X 65% 1.37 0 X 0% 0.00 3.456 X 100% 3.46 0 X 100% 0.00 Connected 29.24 C 81.17 Calculated 30.81 16.78 85 .51 Spare capacity: 78.62 % Remarks: KVA PANEL SCHEDULE Shunt trip Panel Panel : 1 A I Location: I I Voltage: J 208/120 4 Wire Rated: 100 A Lugs X AIC Rating I 100 Lugs Section Enclosure: Flush Surface NEMA 3R NEMA 12/3R AIC Rating 3 phase Ground bar Isolated Gnd TVSS 200% Neutral Main Lugs Main Breaker Feed Thru Doubts Lugs 14K 18K 35K Series rated Section Enclosure: Flush Surface NEMA 3R NEMA 12/38 code Description Metre Lugs Main B Feed Thru Double Lugs KVA BKR CKT # PHASE CKT# BKR KVA Description CKT# cede K Salad spinner & GP 1.62 20/1 1 A Office GP rec eot 2 40/3 9.6 Griddle A K 2011 Refer base , Rotis? , GP P05 recept at Wine Bar 0.92 20/1 3 B Office POS recept- 4 0.4 20/1 • n B 4 20/1 Fryer , Griddle, Slicer GP recept at wine bar 1.08 20/1 5 C R s 0.6 • • 5 A K Mixer 1.5 2.91 20/2 7 A R 8 30/3 7.38 Tilt Skillet 20 /1 7 K ' 20/1 0.6 Reg printers at Serving line 9 B 10 R Office POS receptacles N " 0.4 20/1 9 K Space 10 0.00 20/1 11 C 12 R R • " K Tortilla warmer 3.04 20/2 13 A 14 30/3 821 Rotisserie K • • A 14 15 B 16 • • R R GP recept at rice cooker area 15 0.36 20/1 17 C 18 • " R R K Rice cooker 0.96 20/1 19 A 20 40/3 8.5 Air deck oven R K K Cold table 0.30 20/1 21 B 20 22 n n L Spare 0.00 20/1 23 C 24 " " L Spare 0.00 20/1 25 A 5 26 20/1 0 Spare R L Spare R 0.00 20/1 27 B 25 28 20/1 0 Spare L L Spare 0.00 20/1 29 C 30 20/1 0 Spare L L Spare 0.00 20/1 31 A 32 20/1 0 Spare 30 L L Spare 0.00 20/1 33 B 34 20/1 0 Spare 32 L L Spare 0.00 20/1 35 C 36 20/1 0 Spare A L L Spare 0.00 20/1 37 A 38 20/1 0 Spare •5 8 - L L Spare 0.00 20/1 39 B 40 20/1 0 Spare 37 0 Spare 0.00 1 20/1 41 c 42 20/1 0 Spare O 39 13 A B C PHASE 16.78 15.43 1267 KVA CONNECTED 41 Load Summary 42 Total Load KVA AMPS CODE Description L Lighting R Receptacles R Receptacles over 10kva C Computers M Motors LM Largest Motor K Kitchen N Noncoincident 0 Other Remainder KVA KVA 0 X 125% 0.00 0.36 X 100% 0.36 0.00 X 50% 0.00 0 X 100% 0.00 0 X 100% 0.00 0 X 25% 0.00 42.519 X 65% 27.64 ❑ X 0% 0.00 0 X 100% 0.00 0 X 1009• 0.00 Connected A 42.68 B 119,02 Calculated 28.00 1.74 77.71 Spare capacity: KVA CONNECTED 2229 % Remarks: KVA PANEL SCHEDULE 31.30 86.89 22.38 Panel : AS 1 Location: tfftce Voltage: 120/208 4 Wire Rated: 100 Lugs A I AIC Rating J Section Enclosure: Flush Surface NEMA 3R NEMA 12/38 1 Phase Ground bar isolated Gnd TVSS 100% Neutral Metre Lugs Main B Feed Thru Double Lugs 14K 18K 35K Series rated code Description KVA BKR CKT# PWSE CKT# BKR KVA D elon Jcode R R Office GP rec eot 0.2 20/1 1 A 2 2011 0.4 P05 recept at Wine Bar R Office POS recept- 0.4 20/1 3 B 4 20/1 0.36 GP recept at wine bar R R POS recept at Main Bar 0.6 20/1 5 A 6 20/1 1.5 Ded Ay closet R R GP recept at Main bar 0.5 20 /1 7 B 8 20/1 0.6 Reg printers at Serving line R R Office POS receptacles 0.4 20/1 9 A 10 R R 11 B 12 R R 13 A 14 R R 15 B 16 • R R 17 A 18 R R 19 B 20 R 21 A 22 R 23 5 24 R 25 A 28 27 B 28 29 A 30 31 a 32 33 A 34 •5 8 - 36 37 A 38 39 13 40 41 A 42 A B PHASE 1.74 1.16 KVA CONNECTED Load Summary Total Load KVA AMPS CODE . bescripUon L Lighting R Receptacles R Receptacles over 10kva C Computers M Motors LM Largest Motor K Kitchen N Noncoincident 0 Other Remainder KVA KVA 0 X 125% 0.00 2.14 X 100% 2.14 0.00 X 50% 0.00 0 X 100% 0.00 0 X 100% 0.00 0 X 25% 0.00 0 X 100% 0.00 0 X 0% 0.00 0 X 100% 0.00 0 x 100% 0.00 Connected 214 10.29 Calculated 2.14 1029 Spare capacity: 89.71 % Remarks: KVA AMPS 31.30 86.89 22.38 6213 9 Panel : Section code K K R R R K K K K K K K K K K K K R SL 1 1.0c81100: Enclosure: Flush Surface X Description Microwave Recept spare spare spare Plate warmer Cold table spare spare spare spare Holding drawer Holding drawer Bain Marie Microwave • space space KVA 3.18 1.50 0.00 0.00 0.00 1.50 0.60 0.00 0.00 0.00 0.00 1.02 1.02 1.30 3.18 0.00 0.00 I Voltage: 1208/120 3 Phase 4 Wire Ground bar Isolated Card 100% Neutral BKR I 20/1 23 20/2 1 1 3 20/1 5 20/1 I 7 20/1 I 9 20/1 I 11 20/2 1 13 15 20/1 1 17 20/1 I 19 20/1 I 21 20/1 I 25 20/1 I 27 20/1 I 29 20/2 1 31 33 20/2 1 35 37 20/1 i 39 20/1 I 41 A 11.69 PANEL SCHEDULE PHASE A B C A B C A B C A B C A B C A B C A B X C B 11.39 CKT# 2 4 6 8 10 12 14 16 18 20 22 24 26 23 30 32 34 36 38 40 42 C 7.11 CODE L R R C M LM K N 0 Description Lighting Receptacles Receptacles over 10kva Computers Motors Largest Motor Kitchen Noncoincident Other Remainder KVA 0 5.82 0.00 0 0 0 25.483 0 0 0 Load Summary X 125% X 100% X 50% x 100% X 100% X 25% X 65% X 0% X 100% X 100% KVA 0.00 5.82 0.00 0.00 0.00 0.00 16.56 0.00 0.00 0.00 20/2 20/2 20/1 20/1 20/2 20/1 20/2 20/1- 20/1 20/1 20/1 20/1 20/2 20/2 20/1 I Rated: 1 150 A - LAIC Rating Main Lugs Main Breaker Feed Thru Lugs Double Lugs KVA 1.5 1.5 0$ 0 4.8 0 3.18 0.6 0.6 0.6 0 0.3 2.88 1.44 0 PHASE KVA CONNECTED x Description Plate warmer Plate warmer • Cold table space Toaster space Microwave " cold table Plate freezer cold table space Printers Heat Lamps space Heat lamps • space Total Load Connected Calculated Spare capacity: 14K 18K 35K Series rated X 58.58 To Remarks: Located on end wall to serve custom built serving line b01 828 Poplar Place South Seattle, Washington 98144 Phone: (206) Web Site: www.smeincofseattle.com J ISSUED DATE 10 -24-07 Project Manager. JON BAKER DesigmJON BAKER Drafter: WLA Job Number. 07-J57 Recived Architects Plan: 7-25-07 SME REVISIONS REV 1 2 3 DATE 9 -26-07 10 -12-07 10 -24-07 DESCRIPTION SCHEMATIC COORDINATION SET PERMIT SET coo RECEIVED CiTY OF TUKWILA NOV 1 3 2007 PERMIT CENTER PANEL SCHEDULES E1.O ITEM DESCRIPTION Tag ID# ELECTRICAL VOLTS 1 I 9SVHd Vzd VOIIY CONDUIT Feeder CIRCUIT # ITEM 'DESCRIPTION -, FUSE SIZE NON FUSED MAG STARTER f OdI SPEED CONTROL T-STAT HCP -1 HW CicuIation pump 115 1 VOLTS PHASE KW AMPS HP CONNECT OUTLETOTYPE AFF REMARKS RH-1 Gas grad radiant heater 120 1 4.80 1/2 #12 K1 2 BURNER RANGE X X RH-2 Gas fired radiant heater TV TELEVISION 4.80 1/2 A4-37,39 Sm K1 B 6 0/B RANGE TOP SRC TV SCREEN RTU 1 Roof top A/C unit FLEX HOSE 180M BTU 3/4" 3 47.00 52.00 1" #4 HA 26,28,30 60a 50 DB DEBIT MACHINE R TU-2 Roof top A/C unit 480 3 30.00 32.00 K1 C 8 0/B RANGETOP HA 20, 22, 24 60a 40 R•rU -3 Roof top NC unit 480 3 22.00 25.00 3/4 #8 HA 14,16,18 30.00 30 FLEX HOSE 240M BTU 1' K2 ROTISSERIE 208 3 6.8 228 24.00 CORD & PLUG 15-30P 33" 30 ITEM DESCRIPTION ELECTRICAL I3 BROILER 58" VOLTS PHASE KW AMPS HP CONNECT OUTLETUTYPE AFF REMARKS #10 FLEX HOSE 180M BTU 3/4° Sm X _ EF- 2 SIB TOASTER TABLE 120 1 1.50 15 NA CORD & PLUG 5-15R IT K4 GRIDDLE Dishwasher Hood 208 1 0.50 8.10 1/2 #10 A4 -19,21 Sm SIC BREADING TABLE X EF- 4 Toilet 120 1 FLEX HOSE 180M BTU 7.20 1/2 #12 A4- 25 Sm X 53 OVERHEAD SHELF K5A DEEPFRYER- CASTERS 1 DC-1 S4 BAINMARIETABLE 208 1 1.3 4.00 DIRECT A2- 20, 22, 24 24 INPANEL K5B TIMERS- 120 1 2 CORD&PLUG 5-15P 33" SEA PLATE SHELF- ACROSS BURNERS K5C SHUTTLE - PORTABLE FILTER (NOT SHOWN) . 120 1 208 5 CORD&PLUG 5-15P 33" HA 1, 3, 5 S6B PLATE SHELF- ACROSS GRIDDLE 5D K5D FLEX HOSE 180M BTU 3/4" S7A PLATE SHELF - ACROSS BROILER CU-01 Roof top compressor unit for DXFG -1 3 9.00 K7 TOASTER- DOUBLE 208 1 4.8 23.6 CORD & PLUG 6-SOP 4D HAWKINS SHELF- FRYERS Roof top compressor unit for MUA -1 480 3 41.00 HA- 25,27,29 60a K8B COLD DRAWER BASE 120 1 4.5 0.2 CORD & PLUG 33" S8A MOBILE TABLE- FRYER K8C COLD DRAWER BASE 120 1 4.5 0.2 CORD & PLUG 33' = SPLASH GUARDS - FRYERS KBD REMOTE REFRIGERATION SYSTEM 208 1 DIRECT OUTDOOR CONFIRM Si 5 PLATE FREEZER- REMOTE 120 1 5 DIRECT 12 IN PANEL K9 SPARE si6 PLATE WARMER 208 1 1.5 DIRECT 42 IN PANEL K10 HOLDING DRAWER 120 1 8.5 CORD & PLUG 5-15P 24 S17B COCKTAIL MIX STATION K11 COLD TABLE 120 1 025 CORD & PLUG 5-15P 3o S18F PLATE WARMER WITH BATE MARIE K1IA CHEEZEMELTER S19B BACK BAR -48" (K47) 120 1 4 DIRECT 12 FAN ONLY K12C HEAT STRIP TORTILLA WARMER 208 1 14.6 CORD & PLUG 6-20P S19C BACK BAR -48" DOUBLE SIDED (K47B) S19D BACK BAR - 108" 120 120 1 1 4 4 DIRECT DIRECT 12 12 FAN ONLY FAN ONLY K11 B K12C HEAT STRIPS 208 1 1.4 DIRECT 54 IN PASSBAR ' WALL SHELF -14' DEEP K14 AIR DECK OVEN 120/208 3 8.5 24 DIRECT 33" 4 WIRE 828A WALL SHELF -16' DEEP K14A CART UNDER 14/655c s2DB WALL SHELF -24° DEEP K15 SLICER 120 1 25 CORD & PLUG 5-15P 220C WALL SHELF -17 DEEP K16 MIXER - 40 0T 208 1 14 CORD & PLUG 6-20P 33 WALL SHELF 21" DEEP K17 MEAT SMOKER (NOT SHOWN) 120 1 11 CORD & PLUG 5-15P 33 522 DRAINSHELF OVER POTSINK K19 SOFT DRINK CARBONATOR 120 1 13 CORD & PLUG 5-15P 12 S24c PREP TABLE K19A SOFT DRINK BAR GUN S240 PREP TABLE OPEN FOR INGRED BINS K19B BAG IN THE BOX 525 POT SINK- TRIPLE K19C SOFTDRINK FOUNTAIN 115 7 0.33 CORD & PLUG 5-15P 12" 525A CLEAN DISH TABLE K21 COFFEE BREWER 120/240 1 3.5 14.6 CORD & PLUG SPECIAL 45" s26 SOILED DISH TABLE K22 SPARE SZ7 DISH AREA- WALL CLAD K22A WATER SOFTENING SYSTEM 528A FOOD SINK- SALAD TABLE K22B WATER FILTER (CONFIRM) S29 • BAR SINK K24 GLASS WASHER DOUBLE BAR SINK K24 GLASS WASHER 208 -230 1 15 CORD & PLUG 6-20P 17 3 HANDSINK DROP IN K26 CAPPUCCINO MACHINE 208 1 2 DIRECT 24 S30A HAND SINK- WALL MT K29 DISHWASHER S31 WATER DISPENSER ICE WELL K29 DISHWASHER (US) 208 3 48.4 DIRECT 12 s32 DIPPER WELL K29A DISHWASHER BOOSTER 208 3 33 DIRECT 17 s35 WALL CORNERS K31 WALK -IN COOLER BOX 115 1 23 DIRECT 17 LIGHTS S35A WALL END CAPS K31A WALK -IN COILS 120 1 5 DIRECT 17 CONFIRM S36 WALL PANELS- MOP SINK IC31C WALK -IN COOLER COMPRESSOR . 208 1 1.5 DIRECT OUTDOOR CONFIRM 537 SPARE K32 BEER COOLER BOX 115 1 YES 17.0" LIGHTS Sa5 EXHAUST CANOPY- ROTIS 120 2 DIRECT 96 LIGHTS K32A BEER - BLOWER COILS 120 1 5 YES S38A EXHAUST CANOPY - GRIDDLE, BROILER K32B BEER COOLER COMPRESSOR 208 1 1.5 YES OUTDOOR S38B CONDENSATE CANOPY- DISHPIT 96 K34 MODULAR ICE STORAGE BIN 220 1 1.5 YES ROOF S38C EXHAUST CANOPY - FRYER, BURNERS K34A CUBER - 1300LBS 5380 EXHAUST CANOPY - SKILLETT 120 2 DIRECT 96 LIGHTS K33 WALK IN COOLER = PROTEIN 120 1 1 YES 60" S39 EXHAUST CANOPY - UNE 120 2 DIRECT 9B LIGHTS K33A WALK-IN PROTEIN COOLER COILS 120 1 5 YES 17-0" S40 RACK SHELF- OVER MIXER K33C WALK-IN PROTEIN COOLER COMPRESSOR 208 1 t5 YES ROOF S41 CUTTING BOARDS UNE K34 ICE STORAGE BIN 543 ANGLE RACK SLIDES - SERVERY K34A CUBER - 1300LBS 1201208 3 17 DIRECT 56 4 WIRE 545 COLD TABLE 120 5 DIRECT 24 FAN K34B REMOTE CONDENSOR 208 1 - CONNECT CONNECT TO ICEMAKER S45C CONDIMENT BRACKET K35 WALK IN FREEZER 120 1 1 YES iz-o' LIGHTS 546 COLD TABLE 120 5 DIRECT 24 FAN K35A WALK -IN FREEZER COILS 208 1 10 YES 170 554 WALL FAUCET- SWING K35B WALK -IN FREEZER COMPRESSOR 208 1 2 YES ROOF S55 SLICER CART- MOBILE K36 WINE WALL COIL 208 1 5 YES 98 S56B DECK OVEN CART- OPEN UNDER K36C WINE WALL COMPRESSOR 208 3 1.5 YES ROOF S56C ROT1S CART- OPEN UNDER K37 RICE COOKER 120 1 8 CORD & PLUG 5-15R 39 S57 SPARE K38 SAFE 559 SPARE K39 BAR BLENDER 120 1 5 CORD & PLUG 5-15R 39 560 SALAD BOWL RINGS K40 BEER TOWERS 42 ON BAR TOP S74 ROLLING PIN HOLDER K40A DRAFT BEER POWER PAK 115 1 15 0.75 CORD & PLUG 5.15R 120 ON BEER COOLER 576 PREP UTENSIL HOLDER K409 DRAFT BEER COMPRESSOR 115 1 12 CORD & PLUG 5-15R 120 ON BEER COOLER 580 DISTRIBUTOR WALL K4OC DRAFT BEER NITROGEN GENERATOR 115 1 12 CORD & PLUG 5-158 120 ON BEER COOLER 591 PASS THRU COUNTER K400 BEER FOB SYSTEM S92 SERVICE COUNTER= W/HSINK K41 WORKSTATIONS (POS) 120 1 15 CORD & PLUG IG .11-4,5" 593 PASS THRU SHELF K41A RERUISTION PRINTER 120 1 15 CORD & PLUG IG * /-45" S94 SPARE K41 B IMPACT PRINTER 120 1 15 CORD & PLUG IG, 4 PLEX +1-24" 595 SPARE K41 C MANAGER'S COMPUTER 120 1 15 CORD & PLUG IG 4 FLEX VARIES 5101 BAR TABLE 14110 MICRO'S PATCH PANEL 120 1 15 CORD & PLUG REGULAR +1-24° S102 BAR TABLE K42A OFFICE PRINTER 120 1 15 CORD & PLUG REGULAR +/ -24" S103 BAR TABLE DRAFT BEER K42B OFFICE FAX 120 8104 CABANA BACK BAR K42C OFFICE COMPUTER 5105 DI#INK RAIL K43 MICROWAVE 208 1 15.3 CORD & PLUG 6-20P 42 THRU PANEL $105A CORNER TABLES K45 SPARE S108 SLUSH STAND- MOBILE K46 SPARE Si O8A SLUSH STAND- MOBILE- CABANA K46C REFRIGERATION COMPRESSOR- COOKUNE 208 1 1.5 YES ROOF CONFIRM S113 COOLER DOOR KICK PLATES K47 SPARE S114 EXIT DOOR CLADDING K47A REFRIGERATED TABLE - BACK BAR - 96" CABANA 110 1 24 YES 24" 5115 DRAIN BOARD - GLASS WASHER K47B REFRIGERATED COMPRESSOR BAR 208 1 1.5 YES ROOF CONFIRM S115A DUMP TRAY GLASS WASHER K46 REFRIGERATED TABLE - PIZZA 115 1 2.3 YES 17 5300 SI-IATER RINSE K48 REFRIGERATION COMPRESSOR - CABANA 208 1 1.5 YES ROOF CONFIRM ' S300+ 'MISC S,S. ITEMS K50 SPARE K57 DOUGH SHEETER K51 REFRIGERATED COMPRESSOR - FRONT LINE 208 1 1.5 YES ROOF CONFIRM K52 GLASS FROSTER K53 SPARE 157 SPARE K54 SPARE K58 TILT SKILLETT 208 3 20.5 YES 33" K59 SALAD SPINNER S.S. 120 1 12 CORD & PLUG 5-15R 24 K50 SOUND SYSTEM 115 1 1/4" CORD & PLUG REGULAR CONFIRM 1(61 COOLER - UNDERCOUNTER WAIT STN 120 1 8 CORD & PLUG ' 5-15R 24 K66 SLUSH UNIT- REMOTE 120 1 15 CORD & PLUG 5-15R 12" K66A SLUSH MACHINE SELF CONTAINED K72 PATIO HEATERS 208 1 10.7 1/2" CORD & PLUG B-15P 4S" K66A SLUSH UNIT- SELF CONTAINED K668 VAT - REMOTE 120 1 13 CORD & PLUG 5-15R 48" IN BEER COOLER K66C REMOTE COMPRESSOR 208 1 21 DIRECT 120 ON ROOF K72 PATIO HEATERS STRIP CONFIRM MECHANICAL EQUIPMENT CONNECTION SCHEDULE Tag ID# Description VOLTS 1 I 9SVHd Vzd VOIIY CONDUIT Feeder CIRCUIT # DISC SWITCH -, FUSE SIZE NON FUSED MAG STARTER f OdI SPEED CONTROL T-STAT HCP -1 HW CicuIation pump 115 1 1/2 #12 A431 RH-1 Gas grad radiant heater 120 1 4.80 1/2 #12 A4-37,39 Sm X X RH-2 Gas fired radiant heater 120 1 4.80 1/2 A4-37,39 Sm RTU 1 Roof top A/C unit 480 3 47.00 52.00 1" #4 HA 26,28,30 60a 50 R TU-2 Roof top A/C unit 480 3 30.00 32.00 3/4 #8 HA 20, 22, 24 60a 40 R•rU -3 Roof top NC unit 480 3 22.00 25.00 3/4 #8 HA 14,16,18 30.00 30 MUA -1 Make up air fan for Hood exhaust 480 3 11.00 24.00 3/4 #8 HA 8,10,12 30 EF -1 Kitchen Hood 1 480 3 3.00 4.70 3/4 #10 HA 19,21,23 Sm X J 1 EF- 2 Kitchen Hood 2 480 3 1.50 2.30 NA #10 HA 19,21,23 Sm X EF- 3 Dishwasher Hood 208 1 0.50 8.10 1/2 #10 A4 -19,21 Sm X EF- 4 Toilet 120 1 0.75 • 7.20 1/2 #12 A4- 25 Sm X 1 DC-1 Front door air curtain 208 3 1.00 4.00 A2- 20, 22, 24 Sm X 1 I . DXFC -1 Indoor section of split system , W /CU 01 208 3 37.00 HA 1, 3, 5 60a 5D CU-01 Roof top compressor unit for DXFG -1 3 9.00 A4-13, 15, 17 30 30 CU-02 Roof top compressor unit for MUA -1 480 3 41.00 HA- 25,27,29 60a 50 NOTES: 1 2 3 4 5 RECEIVED CITY OF TLJKWILA NOV 1 3 2007 PERMIT CENTER 828 Poplar Place South Seattle, Washington 98144 Phone: (206)- 329 -2040 Web Site: www.smeincofseattle.com J OEYS ISSUED DATE 10 -24.07 Project Manager: JON BAKER Design:JON BAKER Drafter- WLA Job Number UT-J57 Recived Architects Plan: 7 -25-07 1 2 3 SME REVISIONS DATE 9-26-07 10 -12-07 10 -24-07 DESCRIPTION SCHEMATIC COORDINATION SET PERMIT SET EQUIPMENT SCHEDULES E ELECTRICAL SYMBOL LEGEND SINGLE PURPOSE RECEPTACLE 4 DUPLEX RECEPTACLE 4` SPECIAL PURPOSE RECEPTACLE Q JUNCTION BOX 0 SINGLE PHASE WIRED IN V THREE PHASE WIRED IN INCANDESCENT LIGHT r� FLORESCENT LIGHT DEP ELECTRIC PANEL 220 RECEPTACLE ■IIRR' ■BIzR 1 41 • All 1111 411 0 042 f\ f CONFIRM LOCATION C I1 REM MUM CD CDC) UNE ICI 1riir. qua i sammit i d �l!'uautru l ED 1!u I � 1 € M � - S1B ) S45 YiV WI✓ C (07 K43 �_ • I , i 1 1 R�f� 11 u - c naMww��AI�. UULUUM IUMP I �i nb +•J IiI , ii , 7. L_ p1 illi,.:, nil. ii: j �� aabc•a 4' Ki„ 40 9 0.0). 1 .q,, ,...0:,: , .., • \_- it ice_ _. l! _ ,-,_ 24x48 �- 1; - (411. .1= lam „�: min omm 1.111111, _:. -447 S8 5$ riae ELECTRICALI 1 —_ PANEL FOR FRONT I- TT 1 I L_ J K3 r Ty I II II L__.IL_J L !(4 0 0 fl r(D r(D I ral 11 li I I I I I L_J L_J O bel--w 828 Poplar Place South Seattle, Washington 98144 Phone: (206)- 329 -2040 Web Site: www.smeincofseattle.com joL..y . s op 11-- co Q z ct 0 W (/) Z Oc OJ cf) ISSUED DATE 10 -24-07 Project Manager. JON BAKER Design:JON BAKER Drafter: WLA Job Number. 07-J57 Reclved Architects Plan: 7 -25-07 SME REVISIONS REV 1 2 3 DATE 9-26-07 10 -12-07 10 -24-07 DESCRIPTION SCHEMATIC COORDINATION SET PERMIT SET KITCHEN PLAN SCALE: 1/4 RECEIVED CfTY OF TUKWILP NOV 1 3 2007 PERMIT CENTER KITCHEN PLAN E2.0 ELECTRICAL SYMBOL LEGEND g SINGLE PURPOSE RECEPTACLE 4 DUPLEX RECEPTACLE 2 SPECIAL PURPOSE RECEPTACLE O JUNCTION BOX G SINGLE PHASE WIRED IN y THREE PHASE WIRED IN Y INCANDESCENT LIGHT IIEP ELECTRIC PANEL 19 -11,23 A2- 7,9,111 .0 19 im "� #. : J -4 G _ . IN h I I�� �'QR BAR " [ �i %': E Eri1 ,:REM iI KITCHEN ID WINGS �i• 7 w SIG5A V ■ l _ J STAMPED CONCRETE C \ \ \ Z I MN. W5 UP 2R .-k-/ - I r b 4 I L -_LI__ FIR #d* 13 L_ CDC A. laws) I; A4-28 I U 28 E LTG DRAWING IL V F r immum a I/ l WC 28 OFFICE STAFF 0 WC A4-26 SEE LTG DRAWING QUARRY TILE ` ilG� w II UG SEMI UG EA CH I I I UP 2R L UG QUARRY TILE I W1 42 li A1-1,3,5 A1-19,21 (, 31 A4-31 KVA r I, I , 42 • W3 (Ck (�I 0 L ,. 4 ►rr.1AI. FirInr I I ti lilt 0 0 A1- 27,29,31 ■ #10 � TO HI. ( 24A � 5 ) KITCHEN STORAGE CLOSET (—o UP W41 El iv -- CD 2R r rl ! LIQUOR STORAGE & DISPLAY }66" U lu fn•�� I I 524D S20 �i l I I (S38B) 526 11 s Il I I I l I , LINE STAR. I I 4� 4 Ip i. I II ' 5A 0 Ij 2 TO ROOF FOR EF-3 CONTROL r I ' QUARRY TILE 4G L - 14"C A1- 13,15,17 L FOR KITCHEN EQUIPMENT SEE KITCHENAWING 0 C CD CD 555 SIC L- II,3,51 4 0 528A A 1,3,5 7,9 Al -27,28 S54 :7: � lr -. i! � Hf.V i rac11�►�'i ►V11t�Iit ^ +� - A 14 SE 0 0K11 0 I I' ';R I I ' II sa I ; SL- 27,29,31 SL SL 18,15.771 := 36,37,39 .... 35,4a__._ igi C; x: _W�'–.aN n� EI == I "Ie� 4 411 411 ./ I DXFC -1 I H1 -1,3,5 �r 30 AJ W1 l CD II I ! U GI Ig L-- 24 48 7 1 1 ` L- ;4,6 8,1 _ ,:I. 4,16 1 i 10 1 0 lfT7 lU KRIM ■..f■ ■1 •• MERE i■ .1] K 4 = = = == 1 Mm," HOOD LIGHTS t 22,24 0 e ` I , I � + 1 17 SL- 20,22,24, 26,28 -- _ II r �J O rlir\ =S. =" —GLe S3QA I A1- 2,4,6,8 ,15 0 QUARRY TILE 1 •. 4 yt� I► .I I =I Z —, `GEM/ U ,i it - F.t 645 A3- 13,15,17,19,21 A1- _ PANEL- S31 ;i "SL' IL I Fly:: 1 1"C 'II 'vs A1-10,12 PANEL H1 tri t iffi GFI 32 STORAGE 32 32 €6 UP Ir FOR FINISHES AND INTERIOR DETAILS, SEE INTERIOR DESIGN DRAWINGS STAMPED CONCRETE POWER PLAN 42 A2-2,4 A2-8,10,12 14,16,18 OD 0 A4-2,4 STAMPED CONCRETE VC (E) #10 TO MAIN ELECTRICAL ROOM NOTES: 32 32 POWER FOR EVAPORATOFI TO COME FROM CONDENSER NIT 120V POWER FOR PAM HOOD FOR SYSTEM FOR AUTO SENSORAUTO USH couurEF TYPICAL UNDER FOR HANDS FREE FAUCETS ALL UG CHASES TOSTUB UP AT THIS LOCATION. HOIAE RU ■JS TO UTILIZE 1' WALL CHASE DOWN TO PATCH PANELS I N 0746 RECEIVED CITY OF TUKWILA PERMIT CENTER 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-329-2040 Web Site: wwvv.smeincofseattle.com JOEYS co co Ct w 0 .02 w 0 co 0 <4 cio ISSUED DATE Project Manager. JON BAKER Design:JON BAKER Job Numbec 07-J57 Reef ved Architects Plan: 7-25-07 REV 2 3 9-26-07 POWER PLAN SME REVISIONS DATE DESCRIPTION SCHEMATIC COORDINATION SET PERMIT SET E2. 1 CEILING BULKHEAD LINEAR LIGHTING LIGHTING IN BELOW LIGHTING UNDER HEARTH ���� pp C2 C2 J I I X LIQUOR • DISPLAY � ! • LIGHTS • C2 GHTING IN STEP —8ELOW TYP. — I FLOOR LAMP, PROVIDE ELECTRICAL OUTLET LIGNIN - IN STEP LOW TYP. HOT SWITCH LIGHTING TO ZON MASTERI FID TO Z - 1 LOOR LAMP FLOOR LAMP, PROVIDE ELECTRICAL OUTLET FLORESCENT LIGHTING TABLE LAMP, PROVIDE UNDER VALENCE ELECTRICAL OUTLET €7!) TABLE LAMP, PROVIDE ELECTRICAL OUTLET Z -12 t 16 1 Sal �81 LIGHTING PLAN SCALE: 1/4• =1' -O" REFER TO INTERIOR DRAWINGS FOR LIGHTING SCHEULE Xi WATT Tf SFORMER ;ofl VERTICAL LINEAR LIGHTING �t PLUG IN LIGHT BOX PROVIDE ELEC. OUTLET Total WaBage 8,819.00 Div by 3S0 • 29.24 ewe LCP Control Panel 828 Poplar Place South Seattle, Washington 98144 Phone: (206)- 329 -2040 Web Site: www.smeincofseattle.com jOEYS oo J � mi co < Z sp ~ z z ? OU D 0< M co >I ISSUED DATE 10-24-07 Project Manager. JON BAKER Design:JON BAKER Drafter. WLA Job Number: 07-J57 Revved Architects Plan: 7 -25-07 SME REVISIONS REV 1 2 3 DATE 9-26-07 10 -12-07 10-24 -07 DESCRIPTION SCHEMATIC COORDINATION SET PERMIT SET LIGHTING PLAN Lighting Zones Switch designation ..._ Sw load Type of load Cirprtt _,....._ _ ..... FRAME TRIM WT ■11M1■1■1 MIN MEM • y 1. 15P5fbd 150 Meg LV 2 Private Dining CEILING BULKHEAD LINEAR LIGHTING LIGHTING IN BELOW LIGHTING UNDER HEARTH ���� pp C2 C2 J I I X LIQUOR • DISPLAY � ! • LIGHTS • C2 GHTING IN STEP —8ELOW TYP. — I FLOOR LAMP, PROVIDE ELECTRICAL OUTLET LIGNIN - IN STEP LOW TYP. HOT SWITCH LIGHTING TO ZON MASTERI FID TO Z - 1 LOOR LAMP FLOOR LAMP, PROVIDE ELECTRICAL OUTLET FLORESCENT LIGHTING TABLE LAMP, PROVIDE UNDER VALENCE ELECTRICAL OUTLET €7!) TABLE LAMP, PROVIDE ELECTRICAL OUTLET Z -12 t 16 1 Sal �81 LIGHTING PLAN SCALE: 1/4• =1' -O" REFER TO INTERIOR DRAWINGS FOR LIGHTING SCHEULE Xi WATT Tf SFORMER ;ofl VERTICAL LINEAR LIGHTING �t PLUG IN LIGHT BOX PROVIDE ELEC. OUTLET Total WaBage 8,819.00 Div by 3S0 • 29.24 ewe LCP Control Panel 828 Poplar Place South Seattle, Washington 98144 Phone: (206)- 329 -2040 Web Site: www.smeincofseattle.com jOEYS oo J � mi co < Z sp ~ z z ? OU D 0< M co >I ISSUED DATE 10-24-07 Project Manager. JON BAKER Design:JON BAKER Drafter. WLA Job Number: 07-J57 Revved Architects Plan: 7 -25-07 SME REVISIONS REV 1 2 3 DATE 9-26-07 10 -12-07 10-24 -07 DESCRIPTION SCHEMATIC COORDINATION SET PERMIT SET LIGHTING PLAN Lighting Zones Switch designation Area DESORPTION Sw load Type of load Cirprtt FIXTURE FRAME TRIM WT 1 y 15P5fbd 150 Meg LV 2 Private Dining 28 P5 fixtures 280 Meg LV 3 Dining 5 P -2 Pendants 875 Inc 4 Lounge 8 Are:haus 400 Mag LV 5 Lounge Cove lighting 4G ramming fluor fuzes 300 Mag LV B Bar overhead Area lighting 8 A Edges 550 Mag LV 7 Serving Ike lights 3 C2 flxb.rres 450 Meg LV 8 Main Walkway fights 12Afixtures 750 Mag LV 8 Dining fable monopolnts 10 B Wduree 500 Mag LV 10 Center dining pendants 1 P -1 pendants G 2 P4 250 Inc 11 Dining area Ilghls 13 A fixtures 850 Mag LV 12 Bar cove Ughfing 77 Dimming fluor 8007 fitter 13 Pudic fights in display case Puck lights 10 200 14 Wine display linear LV 250 15 Mens bathroom 8 Aues 400 16 warrens bathroom 8 A fixtures, 1 P3 , 2 W1 520 Inc , LV Meg 17 Sign 1500 18 Spare 19 Exterior patio Overhead lights .6 - 182 yy I - 7, , , '1 ief; 4*.; 20 F work* oderPad Patio HECE 2gt>is 352 CITY F ( 21 ear tooth , 1 U ' i ., 3 Blbdures 150 N0V 1 3 7007 22 Hearth lights 100 pF RMM.T CENTER 23 spare 24 spare CEILING BULKHEAD LINEAR LIGHTING LIGHTING IN BELOW LIGHTING UNDER HEARTH ���� pp C2 C2 J I I X LIQUOR • DISPLAY � ! • LIGHTS • C2 GHTING IN STEP —8ELOW TYP. — I FLOOR LAMP, PROVIDE ELECTRICAL OUTLET LIGNIN - IN STEP LOW TYP. HOT SWITCH LIGHTING TO ZON MASTERI FID TO Z - 1 LOOR LAMP FLOOR LAMP, PROVIDE ELECTRICAL OUTLET FLORESCENT LIGHTING TABLE LAMP, PROVIDE UNDER VALENCE ELECTRICAL OUTLET €7!) TABLE LAMP, PROVIDE ELECTRICAL OUTLET Z -12 t 16 1 Sal �81 LIGHTING PLAN SCALE: 1/4• =1' -O" REFER TO INTERIOR DRAWINGS FOR LIGHTING SCHEULE Xi WATT Tf SFORMER ;ofl VERTICAL LINEAR LIGHTING �t PLUG IN LIGHT BOX PROVIDE ELEC. OUTLET Total WaBage 8,819.00 Div by 3S0 • 29.24 ewe LCP Control Panel 828 Poplar Place South Seattle, Washington 98144 Phone: (206)- 329 -2040 Web Site: www.smeincofseattle.com jOEYS oo J � mi co < Z sp ~ z z ? OU D 0< M co >I ISSUED DATE 10-24-07 Project Manager. JON BAKER Design:JON BAKER Drafter. WLA Job Number: 07-J57 Revved Architects Plan: 7 -25-07 SME REVISIONS REV 1 2 3 DATE 9-26-07 10 -12-07 10-24 -07 DESCRIPTION SCHEMATIC COORDINATION SET PERMIT SET LIGHTING PLAN CHIMNEY FAN 1/4 HP 115V/10 8 ° 0 ON A4- A4- 13,15,17 WT: 2800 LBS H1- 8,10,12 30AS 20AF : 4100 LBS 0 LBS 60AS 30AF 60AS 40AF WT: 2700 LBS H1- 14,16,18 H1- 20,22,24 100AS 60AF A4 -25,27 H125,28,30 WT: 140 LBS WT: 140 LBS A4 -19,21 H1- 25,2729 #8 60AS 45AF ICU -02 WT: 485 LBS H1- 25,27,29 WT: 940 LBS 1 Q SAL O\Y WT: 2800 L WT: 292 LBS 4 PVC INTAKE AIR N ROOF HVAC SCALE: 1/4' =1' -O' 0 IRTU -3 WT: L_L Pme-tags P R� D 0 RECEIVED CITY OF TUKWIL.A NOV 1 3 2007 PERMIT CENTER jj j.j ti 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-329-2040 Web Site: www.smeincofseattle.com j OlETYS w Lc) J co z ce 0 � co > = OQ) C/L M �Y ISSUED DATE 10 -24-07 Project Manager. JON BAKER Design:JON BAKER Drafter: WLA Job Number: 07-J57 Revived Architects Plan: 7 -25-07 SME REVISIONS REV 1 2 3 DATE 9-26-07 10 -12 -07 10 -24-07 DESCRIPTION SCHEMATIC COORDINATION SET PERMIT SET ROOF HVAC E4.0