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Permit D07-454 - WESTFIELD SOUTHCENTER MALL - GUESS - TENANT IMPROVEMENT
GUESS 467 SOUTHCENTER MALL D07 -454 Design Occupant Load: 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 -454 Occupant /Tenant: GUESS Building Address: 467 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Use: RETAIL Occupancy Group/Division: M Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y 128 : 6716 DATE DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 467 SOUTHCENTER MALL TUICW Suite No: Tenant: Name: GUESS Address: 467 SOUTHCENTER MALL , TUKWILA WA Cityb-Tf 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 Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: DEVELOPMENT PERMIT Contact Person: Name: LAUREN CHASE Address: 626 C ADMIRAL DR, PMB STE 120 , ANNAPOLIS MD 21401 Phone: 410 544 -1700 Contractor: Name: HORIZON RETAIL CONST INC Address: 1516 S GREEN BAY RD , RACINE WI 53406 Phone: Contractor License No: HORIZRC072N5 Permit Number: D07 - 454 Issue Date: 04/18/2008 Permit Expires On: 10/15/2008 Expiration Date: 04/15/2009 DESCRIPTION OF WORK: TENANT IMPROVEMENT INCLUDING NEW PARTITIONS, INTERIOR FINISHES, DOORS, TOILET ROOM, AND INSTALLATION OF NEW SALES /STOCK FIXTURES. Value of Construction: $300,000.00 Type of Fire Protection: SPRINKLERS /AFA Type of Construction: doc: IBC -10/06 * *continued on next page ** Fees Collected: $4,327.47 International Building Code Edition: 2006 Occupancy per IBC: 0019 D07 -454 Printed: 04 -18 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City o 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 Number: D07 -454 Issue Date: 04/18/2008 Permit Expires On: 10/15/2008 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: Permit Center Authorized Signature: Print Name: 2b doc: IBC -10/06 N Date: 01-1 Ii I hereby certify that I have read and e ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction o •erfj ce •f rk. authorized to sign and obtain this development permit. Signature: / / -. Date: 1 Og This permit shall become null and void if the rk 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. D07 -454 Printed: 04 -18 -2008 Parcel No.: 6364200010 Address: 467 SOUTHCENTER MALL TUKW Suite No: Tenant: GUESS 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 Permit Number: D07 - 454 Status: ISSUED Applied Date: 12/11/2007 Issue Date: 04/18/2008 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: 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. 6: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 7: 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. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 13: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building doc: Cond -10/06 D07 -454 Printed: 04 -18 -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 Department (206 - 431 - 3670). 16: 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. 17: ** *FIRE DEPARTMENT CONDITIONS * ** 18: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 19: 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) 20: 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) 21: 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) 22: 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) 23: 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 inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4 -4) 24: 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) 25: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 26: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 27: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 28: 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 doc: Cond -10/06 D07 -454 Printed: 04 -18 -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 nearest visible exit sign. (IFC 1011.1) 29: 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) 30: 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) 31: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IF'C 1006.1, 1006.2, 1006.3) 32: 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) 33: Maintain sprinlder 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) 34: 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) 35: 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 sprinlder systems and all modifications to sprinlder 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 sprinlder work shall commence without approved drawings. (City Ordinance #2050) 36: 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. 37: Local U.L. central station supervision is required. (City Ordinance #2051) 38: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 39: 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) 40: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 41: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 42: New and existing buildings shall have approved address numbers, building numbers or approved building identification doc: Cond -10/06 D07 -454 Printed: 04 -18 -2008 fir' �s City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 43: 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. 44: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 45: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 46: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 47: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 007 -454 Printed: 04 -18 -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. Date: 17' doc: Cond -10/06 D07 -454 Printed: 04 -18 -2008 Tenant Name: 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 Address: 3 Sotr?'4 M / Suite Number: /S 4S Floor: I New Tenant: pe Yes ❑..No Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Property Owners Name: WESrF leC) CC5f4. t*T ,owl Mailing Address: /1601 W 1 4SE/ 14E It" D CONTACT PERSON - who do we contact when your permit is ready to be issued Name: 'RAM) IC lV / ram cow_ / Mailing Address: I3•1 I AtesTAkJT t 9 E P P. /7564/ e/14-T70 .0 E - Mail Address: 'TX EiGOnl Was . c.cP∎C AST. nl•T Company Name: E'po "DES /GA/ G Loa f Mailing Address: /15 S OCtvv"rrE Ex Eec.►TI v€ TAM KvJAY . u ma' 100 Contact Person![)ANIE• L. Vert E -Mail Address: Le LE - It r Ascot Den tgnlrtdt.) . , ic'T Company NamerikAr10 A , meLSoxl Mailing Address: 801(o ICE - VG' iz Contact Person:1, AAIOALL. A • n/ELS•AI E -Mail Address!LA 4 p)Jl "4.1.ow1 Q ACEIrio3Gskuma 1. Get t% - Q: Applications\Fonns- Applications On Linet3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Permit No. Mechanical Permit No Plumbing/Gas Permit No. Public Works Permit No.' Project No Lo,3 Aa16CIE3 City (For office use only) CA State Day Telephone: 204 ?8'I • 7 L /9 ?cozy Zip (/t t‘i 3TA•r coccc'c.E IA /6803 State Zip City Fax Number: 8 Y -45 0 - /Gila GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record "Vr, l,0t City LEAAE'xA City State /•o State Day Telephone3 /k- ?2I • I S4'■ Fax Number: 3/4-'721 •Q 3 Ks State Day Telephone: 9 / 3 - 3 22. 5' /yes Fax Number: 913 - 3 22 - 5'155 Zip 41 132 Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record 64 Zoe Zip Page 1 of 6 rBUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 300, Chn0 Existing Building Valuation: $ Scope of Work (please provide detailed information): Ex 1.17 s,J S MCC' lb 'FE .r/A/ /sive IJ T.J rd A dive-t$ $.fi'AIL SToRF. TEWA'1T,s 3PAcS" •l L s•lCCLsOE MEW TAaTITdldS, - 2).176RIe 4 $'/,ASHES , 'Dci &S , IbILeer R02•/" I =milSTA or AIE SAt.e13/ S'n ck F %) (Tc,) R,E3 AAIO KVAC Will there be new rack storage? e tNr . Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area 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/HAZARDOUS MATERIALS: Sprinklers % Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety ata 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: Applicalions\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 4 /f1 4 ' I 1 2n Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage , Attached Carport Detached Carport Covered Deck Uncovered Deck rBUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 300, Chn0 Existing Building Valuation: $ Scope of Work (please provide detailed information): Ex 1.17 s,J S MCC' lb 'FE .r/A/ /sive IJ T.J rd A dive-t$ $.fi'AIL SToRF. TEWA'1T,s 3PAcS" •l L s•lCCLsOE MEW TAaTITdldS, - 2).176RIe 4 $'/,ASHES , 'Dci &S , IbILeer R02•/" I =milSTA or AIE SAt.e13/ S'n ck F %) (Tc,) R,E3 AAIO KVAC Will there be new rack storage? e tNr . Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area 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/HAZARDOUS MATERIALS: Sprinklers % Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety ata 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: Applicalions\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 .a PUBLIC WORKS PERMIT IN iZMATION — 206 - 433 -0179 Pepe of Work (please provide detailed information): 1. h r I II O 6i Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 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. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill Please refer to Public Works Bulletin #1 for fees and estimate sheet. cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑ ...Water Main Extension Public _ ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line Q:Wpplications\Forms- Applications On lined -2006 - Permit Application.doc Revised 9 -2006 bh ❑... ValVue ❑ .. Renton ❑ ... Sewer Availability Provided Call before you Dig: 1- 800 -424 -5555 f. ❑ .. Highline ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton 1=1.. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance WO # WO # WO # ❑ ...Deduct Water Meter Size Private Private El ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser /1 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat Z 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind f ECHANICAL PERMIT INFOveMATION 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 2 aoo Scope of Work (please provide detailed information): ZNi-rAa.k n F W 'V c y vYnRK . 'p 1 F Ft. E* . 7 A47 'AV 'boX. Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New ....gr Replacement .... ❑ Fuel Type: Electric f Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Q: \Applications\Forms- Applications On Linen -2006 - Pemtit Application.doc Revised: 9 -2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty `- Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain i Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory ' Water Closet / Building sewer or trailer park sewer Rain water system — per drain (inside building) (' I Water heater and/or vent I Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas I PLUMBING AND GAS PIPING -ERMIT INFORMATION - 206 - 431;70 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ /o ,c)00 Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): at NEW 4A.vioakY, 440 I Ld Liso+1 =..>STAL<A'rlawa ag AIGW 'pt /*/F; A, RE4...facv tc cQ,./A/EcT les 6-.1 157i•IG _5E LVS< .5 Building Use (per Intl Building Code): USE' p M Occupancy (per Int'1 Building Code): /28 Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\ApplicationsWorms- Applications On Line13 -2006 - Permit Application.doc Revised: 9 -2006 bh WATet <63,50 Page 5 of 6 bb • PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction – In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review – Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY TH AD AN ' EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJUR OF THE S ATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: ( /" Print Name: (L j� Q' C -L .6 Mailing Address: OUM ? 1— C6 4Q Ci- 5 c 2 Date Application Expires: c(eht Date Application Accepted: 171 S M (4 C -4-- N ieolts MO 9-01 � < � fl o S c f `(" t Q: \Applications\Forms- Applications On Lineu -2006 - Permit Application.doc Revised 9 -2006 Date: a Z `t Day Telephone: $1(6 sue{' f (1e City State Staff Initials: Zip Page 6 of 6 City of Tukwila Parcel No.: 6364200010 Permit Number: D07 -454 Address: 467 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 12/11/2007 Applicant: GUESS Issue Date: 04/18/2008 Receipt No.: R08 -01646 Initials: WER Payment Date: 05/15/2008 08:52 AM User ID: 1655 Balance: $0.00 Payee: HORIZON RETAIL CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Cash 58.00 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Account Code Current Pmts 000/345.830 58.00 Total: $58.00 Payment Amount: $58.00 2430 05/15 9710 TOTAL 58.00 doc: Receiot -06 Printed: 05-15 -2008 RECEIPT NO: R08 -01226 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 Initials: JEM Payment Date: 04/18/2008 User ID: 1165 Payee: HORIZON RETAIL CONSTRUCTION, INC. SET ID: 0418 SET NAME: GUESS SET TRANSACTIONS: Set Member Amount D07 -454 2,621.99 EL07 -770 574.00 M07 -271 406.06 PG07 -334 118.00 TOTAL: 3,720.05 TRANSACTION LIST: Type Method Description Amount Payment Check 156585 3,720.05 TOTAL: 3,720.05 ACCOUNT ITEM LIST: Description BUILDING - NONRES ELECTRICAL PERMIT - NONR MECHANICAL - NONRES PLUMBING - NONRES STATE BUILDING SURCHARGE SET RECEIPT Total Payment: 3,720.05 Account Code Current Pmts 000/322.100 2,619.98 000.322.101.00.0 574.00 000/322.100 406.06 000/322.100 118.00 000/386.904 2.01 TOTAL: 3,720.05 1326 04/18 9711 TOTAL 3720.05 Doc: RECSETS -06 RECEIPT NO: R07 -02719 Initials: JEM User ID: 1165 Payee: NATIONAL SERVICES GROUP SET ID: S000000912 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount 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 D07 -454 1,705.48 EL07 -770 143.50 M07 -271 94.02 PG07 -334 24.50 TOTAL: 1,967.50 TRANSACTION LIST: Type Method Description Payment Check 333590 ACCOUNT ITEM LIST: Description ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE SET RECEIPT TOTAL: Payment Date: 12/11/2007 Total Payment: 1,967.50 Amount 1,967.50 1,967.50 Account Code Current Pmts 000.345.832.00.0 143.50 000/345.830 1,821.51 000/386.904 2.49 TOTAL: 1,967.50 5919 12/11 9710 TOTAL 1967.50 Project: /7 Lt.C55 of Inspection:, / --/ A ed Address: vi ,7_, // ( Date Called: Special Instructions: Date Wanted: 7 / / f / a Requester: Phone No: y INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION K- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 K Approved per applicable codes. Corrections required prior to approval. COMMENTS: pt,L ;1 'Inspector: 4 /7 ri $60.0 paid 'Receipt No.: 'Date: Do7- yse71 (Date: 2 ff i INSPECTION FEE REQUIRED. Prior to inspection, fee must be 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. rm.a,r = s .� . ,• f•s. a _� , mss. Project: ( r'It ) 0 42 Type of � Address: QC, .7 / a I Date Called: Date Special Instructions: Date Wanted: - 7 • /Ql•0 a.m. P.m. Requester: Phone No: t INSPECTION RECORD , t Retain a copy with permit O :s' L5' INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: t \ C. ( -\ Approved per applicable codes. ❑ Corrections required prior to approval. (Inspector: ))P t - , I Date:" 7 1 f • n � % El $60.00 REINSPECTION FEE tIEQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: /, (x e 5 Type of Inspection: r frAe Addr // /{/{ Date Called: Special Instructions: p Date Wanted: 7/ 7/p° 9 diDe p.m. Requester: Phone No: l2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION p_ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: J7 / Ok 7 - ,L s1G 'Inspector: (Date: 2 l 7 % P J $60.00 NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: IDate: Project: ' t 2 -7F-Sr Type of Inspection: / ( e /�(m Address: 4/67 4117// Date Called: Special Instructions: Date Wanted: a. m. G -2 7 4e • Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 El Approved per applicable codes. Corrections required prior to approval. c COMMENTS: Inspector: El $60.00 REINSPECTION FEE REQl11RED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Dal - I Date: Z ag Project: 42/-5 < Type of Inspection: ,C/.'v4 , -,..... / Address: 4/C77 in 4/ ( Date Called: Special Instructions: .. Date Wanted: a.m. Requester: Phone No: 6Z /2 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- COMMENTS: 0Y- s sNat_ 1401 or_ e •esta__ riCND‘s:=0 !Inspector: .c _ s jr" ; Date & /77/97 El Approved per applicable codes. ri $60. paid p Do qse-/ Corrections required prior to approval. EINSPECTION FEE REQUIRED. Prior to inspection, fee must be 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: 'Date: II 4 Project: Type of Inspection: , Ape ss: Date Called: Special Instructions: Date Wanted: /". — / /5- O 0 p.m. Requester: Phone No: .- 72 33/ - aF6 6. INSPECTION RECORb Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUIL. ING DIVISION 6300 Southcenter Blvd., #100, Tutbrila, WA 98188 (206)431 -3670 0 1 Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: 'Inspector: // c r ate: 4 J $604 E INSPECTION FEE REQUIRED. Prior to inspection, fee must be paicil at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: C..- t ‹ Type of Inspection: 1_ 1- 4-At t 'v'f� Address `A n � Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No 6Z ! - CE 16 ' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION t2. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 in Approved per applicable codes. Corrections required prior to approval. COMMENTS: ( /,'.,� i /i , %2 c .Ji / '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: Project: 61/C f5 Type of Inspection: r,A...., Address: Ho ii Date Called: Special Instructions: Date Wanted: 5 = 23 - m fr a.m. Requester: Phone No: 2 4a 33 / 0 766 INSPECION 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. COMMENTS: p A _ Cr* j rds •• 1 '11 5i. Ii tic ok Inspector: o7 -K5 y Corrections required prior to approval. 3 '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: Proj� LI � � Type of I L f(.. 4- (( Wi l Date Called: Special Instructions: Date Wanted: 5 - , (rem— Requester: Phone No 'INSPECTION RECORD' Retain a copy with permit 1:U 7 INSPECTION NO. PERMIT NO. I CITY OF TUKWILA BUILDING DIVISION 1Z 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: T-r Cor c-0 (Op / ' 54-0 Ir Q aro In 4 04" o u_�t Ir et MA i � �, p r irrx/ Inspector: ( ZS $58.00 N SPECTION FEE REQUIRED. 5 or EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project.;-' Type of Inspection: T 6 Adi7 7n/9-1> Date Called: N‘ Special Instructions: Date Wanted: ...." —26 e!).- g. Requester: Phor ?,..3/..._e t INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION it 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: / CI C 101 7 4607 ,461/ 114115 Inspector: Date: El $58. INSPECTION FEE REQUIRED. Prior to inspection, fee must be paidl 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: frc ,, ue 55 Type of Inspe ction: 464 Address: g6,7 igoil Date Called: Special Instructions: Date Wanted: „ 5 Cr a.m. P.m. Requester: Phone No: Pa7- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g- 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 COMMENTS: Cites/ 9473 eo cerikir ta41/5 aFten/ce7 Inspector: D$ pai Date: EINSPECTION FEE REQUIRED. Prior to inspection, fee must be at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: 3 4 El Approved per applicable codes. Corrections required prior to approval. 1 Project: Vie -e S.5 Type of Inspection: Address: , 14&7 NH Date Called: Special Instructions: Date Wanted: C a.m. T•••..)' Requester: Phone No: a42 3o D Approved per applicable codes. 'Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206 431- Corrections required prior to approval. COMMENTS: i p/4 10I/ // Fr4 Yettr Re 54 r•P en el cto Date: 2p2- 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: Project: Type of Inspection: 1 1.4) Address: 4 t '? SA_./itc.... Mei/ Date Called: Special Instructions: Date Wanted: c — QZ — ak a.m. p.m. Requester: A ' Phone No: 2 (.2. - a.1 2 LI INSPECTION RECORD Retain a copy with permit I 907h1Sc/ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r- 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 I/I Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: l Inspector: !Date: 'Date: 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: , , , Project 4SS Type of lyec�n: ,8 Addr ss: (97 \orl i i ( Date Called: Special Instructions: Date Wanted: Li _ z 5 9' <I:a.. p.m. Requester: Phone No 2(,2 -SoZ -en?._ El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Corrections required prior to approval. COMMENTS: /3 /J ..z tchil/c 7)2f; /?rS S C.0 n i✓ce ' Dates « In or $ AO REINSPECTION FEE I QUIRE Prior to inspection. fee must be id at 6300 Southcenter Blvd Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: (�z/ ss Type of Inspection: rr24/0/N le Address: L/&7 M 9// Date Called: Special Instructions: Date Wanted:_ , Requester: Phone No X6 -qe2 -8-252 • INSPECTION RECORD Retain a copy with permit Do INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 U Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Z tiS/ t' L tv4s (.22 le S /' (floe ° ) { icCA7-1 ��tr�. ro 1.�sp eft 4 II f Inspector: ,.7 -. '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: COMMENTS: P - 1- toelStic-c II7. 11 fr'il rog.-te v'f • - - - ro....-1,-, / / i Date Called: o ia 41/ e. t:66 ,-- ,-4115 € xe-eff/ r S t wo, i i 1 ,,,' IA. .c le cid& / gne-t a.m. P.m. Requester: A /- Phone No: 262 992. Project: Type of Inspection: et- C-0+444' -7 1 / • - - - ro....-1,-, Address: `i 6 2 5-L/ e*. J- / i Date Called: Special Instructions: Date Wanted: a.m. P.m. Requester: A /- Phone No: 262 992. J INSPE ION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit D Corrections required prior to approval. Inspector: Date: 6 1-2 3— El $58.00 R ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: p9 I PERIZO. N 206 4 - Receipt No.: R08 -01969 Initials: WER User ID: 1655 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Payee: HORIZON RETAIL CONSTRUCTION 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 -454 Address: 467 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 12/11/2007 Applicant: GUESS Issue Date: 04 /18/2008 Account Code Current Pmts 000/345.830 58.00 Total: $58.00 Payment Amount: $58.00 Payment Date: 06/06/2008 08:34 AM Balance: $0.00 3340 06/06 9711 TOTAL 58.00 doc: Receiot -06 Printed: 06 -06 -2008 Project: 6 ur; •e- Type of Inspection: ft7e c �-� - cii Address: yea? S- (-. " Suite #: Contact erson: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: - Hood & Duct: Monitor : r . Pre -Fire: Permits: Occupancy Type: Inspector: INSPECTION RECORD Retain a copy with. permit INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 206 - 575 -4407 Approved per applicable codes. COMMENTS: IMEGff $81.00 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 J ill'A ./2 Date: b /26 /08 Hrs.: 1/13/06 pe) - 32o PERMIT NUMBERS n Corrections required prior to approval. T.F.D. Form F.P. 113 Project: wt s 5 Sprinklers: Type of Inspection: P e Qt Address: y67 j, (, Suite #: %/fqc L Contact Person: Inn Special Instructions: Occupancy Type: Phone No.: Z /97 - 371_ Ogia6 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 98188 206- 575 -4407 n Approved per applicable codes. COMMENTS: (/ - ,pry r i4t/U r ? ,L tL/ Inspector: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT ,f,5 /z Date: 4/z 5/68 Word /Inspection Record Form.Doc 1/13/06 Pd 7- ysy og- F 32 PERMIT NUMBERS n Corrections required prior to approval. 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 Project: Sprinklers: Fire Alarm: Type of Inspection: Address: 4 67 Suite #: S ( w14 L t. Contact Pe rson( Mai-- k Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 F4 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form:boc 1/13/06 PERMIT NUMBERS n Corrections required prior to approval. $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: Er L •Kt �1 Inspector: Date: 008 Hrs.: Project: 6-tA5. Type o Ins ection: s )-1 /"s L Address: 146 7 5.6 . Y"'A L Person: Cont C Suite #: Special Instructions: Phone N : 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 roved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 Do 7- 4'- Y PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 ri Corrections required prior to approval. COMMENTS: Se . rh) o: I inspector: j y Cf Date: 4h9316 : / Hrs.. $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: Fire Alarm: Type of Inspection: /4 b ■.e) (eve /2 Address: / t 7 S #: 5. C . m e2 c Contact o Per : i C / /De 6 5 fA -,mot" ,9 a S' P: /6 Dv (mss ---C .5 c9-01-S— sr / z 00 Coif) (2- O� c - NV1=p �PPAc, ►�r(c00ei2/kye \ 0/11 �r∎tV 1 J . Project: L3-P 5-5 Sprinklers: Fire Alarm: Type of Inspection: /4 b ■.e) (eve /2 Address: / t 7 S #: 5. C . m e2 c Contact o Per : i Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER R .Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 206- 575 -4407 Word /Inspection Record Form.Doc 1/13 037 - ysy o ? - 5 - 3 PERMIT NUMBERS n Corrections required prior to approval. .� Hrs.. Inspector: " Y I Date: 5-// y /vm' n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from Department. Call to schedule a reins the City of Tukwila Finance Depa reinspection. P T.F.D. Form F.P. 113 azan & ASSOCIATES, INC. June 13, 2008 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Mike Kuzdas Horizon Retail Construction 1458 Horizon Blvd Racine, WI 53406 RE: In Process Inspection Report Guess Store Tukwila, WA Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila RECEIVED JUN 3 0 2008 COMMUNITY DEVELOPMENT KA No. 066 -08116 Permit No. D07 -454 Dear Mr. Kuzdas, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08116 Break Template P'roject No. 066 -08116 Weather Indoor Project Guess Store Location 467 Southcenter Mall Tukwila Client Horizon Retail Construction Field Data Concrete X Other Supplier Corliss CYLINDER REPORT Plant No. 1 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 3:45pm 144 112250 5 74 64 Placement Area Location Trench for T &I. Fibermesh. Sampled 3cyd truck. Remarks Concrete placed by wheel barrow. Consolidated by rodding. Please refer to field report #82856 Inspector Mark Jewell Laboratory Data Cyl. Code 80675 Pour Date 5/20/2008 Report No. 20334 Jurisdiction City of Tukwila Permit No. D07 -454 Engineer Architect Contractor Horizon Retail Construction Reported Batch Data Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Design Strength 3,000 © 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80675 -1 5/27/2008 7 4.011 12.64 37630 2,980 1 TN 80675 -2 6/17/2008 28 1 80675 -3 6/17/2008 28 1 80675 -4 H 1 80675 -5 80675 -6 80675 -7 80675 -7 Remarks Results Reviewed By Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C -39 +/- 8% Form 03101 Revision 3 Effedlve Date 3/120 The Momaflon provided on Ns report Is proposed for the exclusive use of the clierd. This report may not be reproduced In any fore nat without the wrOten permission of the diem and Krazan & Assock Date Reviewed Design Actual Weights Weights Mix No. Cem. lbs. F. Ash lbs. No batch weights C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 5 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non- Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) & ASSOCIATES, INC. June 20, 2008 KA No. 066 -08116 Permit No. D07 -454 RECEIVED JUN 3 0 2006 Mr. Mike Kuzdas COMMUNITY Horizon Retail Construction DEVELOPMENT 1458 Horizon Blvd Racine, WI 53406 RE: In Process Inspection Report Guess Store Tukwila, WA Dear Mr. Kuzdas, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08116 Break Template P i ject No. 066 -08116 Cyl. Code 80675 Pour Date 5/20/2008 Report No. 20334 Weather Indoor Jurisdiction City of Tukwila Project Guess Store Location 467 Southcenter Mall Tukwila Client Horizon Retail Construction Field Data Concrete Other CYLINDER REPORT Supplier Corliss Plant No. 1 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 3:45pm 144 112250 5 74 64 Placement Area Location Trench for T &I. Fibermesh. Sampled 3cyd truck. Remarks Concrete placed by wheel barrow. Consolidated by rodding. Please refer to field report #82856 Inspector Mark Jewell Laboratory Data 80675 -1 5/27/2008 80675 -2 6/17/2008 80675 -3 6/17/2008 80675 -4 80675 -5 80675 -6 80675 -7 80675 -7 Remarks Results Reviewed By f' Design Strength 3,000 @ 28 days Cyl. Test Field Max. Comp. Code Date Cure Age Dim. Area C.F. Load Str. (psi) 7 4.011 12.64 37630 2,980 28 4.013 12.65 54180 4,280 28 4.013 12.65 57245 4,530 H Permit No. D07 -454 Engineer Architect Contractor Horizon Retail Construction Date Reviewed Reported Batch Data Design Actual Weights Weights Mix No. Cem. lbs. F. Ash lbs. No batch weights C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 5 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Date Specimens Rec'd. Tested Break Set # By Type 1 TN 1 MT 1 MT 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +/- 8% Fenn 03101 Revisbn 3 Effective Date 5/12/04 The !demotion prevlded on this report is prepared for the exclusive use of the dent. This report may not be reproduced In any format without the written permission of the client and Krazan & Msoct Krazan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 9, 2008 RECEIVED JUN 13 2008' Mr. Mike Kuzdas Horizon Retail Construction 1458 Horizon Blvd Racine, WI 53406 RE: Special Inspection Guess Store Tukwila, WA Dear Mr. Kuzdas, Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila COMMUNITY DEVELOPMENT KA No. 066 -08116 Permit No. D07 -454 In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on May 20, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 - 2556 08116 DFR Template IKr aZaITI & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 5 ' �� ©% PROJECT #: • L 1 - C'� � 11 \ 4. PROJECT: LOCATION: \ S C .\ KRAZAN PROJECT MANAGER Superintendent /Representative: 1501 Field Report.doc Serving 'n the Western Unite S tates Te ci FIELD REPORT NO: 6 Z o J v CONTRACTOR: Q ■ <c)(‘ JURISDICTION: PERMIT #: f e 1 - INSPECTOR: `� ` � WEATHER: ; TEMP: I, `(♦ ∎, is. ►i.:— • C, , ; a • • VM �.' `\ II I IMISV 1 1 1 1 Mr I 111 "Th /IPPV - 4 Turtiemirs - lk. ..,. rk. u.. '. _ 11M ■EIP _ __ ■ tb, 4 , . :�'�!R'ut =�'!: • ta IS ;mo 4 . IN I SM IIMICEN tia 11 arAM Equipment/Asset Number(s): To the best of my knowledge, the above ft WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Revision 1 Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. By � G. OHANIAN DATE. 4 - 24 - 08 SUBJECT STRUCTURAL CALCULATIONS OF STORAGE SHELVING FOR: GUESS #5089 321 SOUTH CENTER SEATTLE, WA. 9818 PER IBC 2006 EDITION STORAGE SHELVING CAPACITY: 50 # / LEVEL CALCS. 1 THRU 3 DRAWINGS: RD -13256 RAdK DEOI(N & ENCiINEERINGt do. 412 WEgT BROADWAY, li1UITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 CODE COMPLIANCE A JUN -2 2008 EXPIRES 12 -26 -09 REVISION NO.2.,_ 1)0 5 FILE COPY SHEET NO. 1 JOB NO.. RD - 13256 RECEIVEt MAY 22 2008 PERMIT CENTEI BY G. OHANIAN DATE . 4 -24 -08 SUBJECT FOLD UNITS DOUBLE RIVET BEAM SEISMIC DESIGN S DS X V— _ Rx1.4 x W I =1 R =4 SOs =1 W= D.L. +L.L. LOAD PER COLUMN p 5X.05 K =.12K 2 COL. W =.1D.L .1 �.22 K V= 1X1X.22K =.04K 4x1.4 t =11 GA. I =.05 S x =.05 F =36 Y RACK DESIGN & ENGINEERING CO. 412 WEST BROADWAY, SUITE #204 (4LENDALE, OA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 15" 15' 12' 4 "0 BOLTS 2 PLACES SIDE VIEW IBC 2006 ASCE 7 -5 (SEC. 15.5.3) BASE SHEAR PER COL. DOUBLE RIVET BEAM HANGING SHELVING 50 # / LEVEL t =14 GA. 50 # / BEAM I,=.215 M= 48 "x.05 = .30 "K S x =.126 8 K FY= 36 KS1. S R= 22 = .01<.05 .04 SHEET NO. 2 JOB NO.. RD -13256 48" 48" Y 15" 15" n .015 K = 25' .012 .25 " .008 3 " K 006 K .35 "K 004 .4"K .4-K .4"K 1 "K 0 r BY G. OHANIAN DATE . 4 -24 -08 SUBJECT COLUMN ANALYSIS I /4. COMBINED STRESS RATIO Pa + M 53 18= . 5 <1 MOMENT AT BEAM CONNECTION M — .4 +.4 = .4 "K CONN. 2 V = .252 x3.14 x80x.4 =1.5 K RIVET 4 Ma = 1.5 "x1.33 =3.0 " CONN OVERTURNING A =.40 Imin = S min .08 rmin = Q =.75 F Y= 36 KSI M OT — .04 "x.5x1.15 =4.4 " M R = .22 Kx24" = 5 "K NO UPLIFT RACK DESIGN & ENGINEERING CO. 412 WEOT BROADWAY, BUITE #204 dLENDALE, CA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 .25 "0 RIVET Fy =80 KSI BASE PLATE ANCHOR SHEAR = ' K .02 K USE (2)-1/4"0 ANCHORS PER BASE PLATE, 2" EMB. POWERS SCREW TYPE ESR -1678 OR APPROVED EQUAL, NO SPECIAL INSPECTION REQUIRED KI = 18.5x1.7 _ 58 r .54 F0= 13.3 KSI P F =5.3 M a = mi.Fb= 1.8 "K BEAM 1:11/2L MOBILE SHELVING MOBILE TRACK ANCHORED TO FLOOR W/ 1/4"0 ANCHORS ® 24" o.c. ANTI —TIP BOLTED TO MOBILE CARRIAGE W/ (2) 1/4"0 BOLTS SHELVING POST CONNECTED TO CARRIAGE W/ (2) 1/4 "95 TEK SCREWS PER POST SHEET NO. 3 JOB NO. RD -13256 COLUMN Project Info Project Address 633 Southcenter Date 11/16/2007 Seatitle, WA 98188 For Building Department Use Space # 1545 Applicant Name: Randall Nelson Applicant Address: 8016 Reeder Rd. Lenexa, RS 66214 Applicant Phone: 913-322-5150 2006 Washington State Nonresidential Energy Code Compliance Form Project Summary PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms FILE COPY Permit No. • C fr. ro "°1 1 rli!,1P"l Prri orr!ssionn. Revised July 2007 CIT RECEIVED KWILA DEC 1 12007 PEI-iNMIr CEN I ER Fan Equipment Schedule Equip. ID Brand Name Model No. CFM SP' HP /BHP Flow Control Location of Service VAV -1 TRANS VSEF -16 3000 Randall Nelson VAV CEILING VAV -2 TRANE VCEF -12 1000 VAV CEILING Cooling Equipment Schedule Equip. ID Brand Name Model No. Capacity2 Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV Location Space # 1545 Applicant Name: Randall Nelson Applicant Address: 8016 Reeder Rd. Lenexa, ES 66214 Applicant Phone: 913- 322 -5150 Heating Equipment Schedule Equip. ID Brand Name' Model No. Capacity2 Btu/h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency' Space # 1545 Applicant Name: Randall Nelson Applicant Address: 8016 Reeder Rd. Lenexa, ES 66214 Applicant Phone: 913- 322 -5150 Project Info Project Address 633 Southcenter Date 11/16/2007 Seattle, WA 98188 For Building Dept. Use Space # 1545 Applicant Name: Randall Nelson Applicant Address: 8016 Reeder Rd. Lenexa, ES 66214 Applicant Phone: 913- 322 -5150 Mechanical Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. ❑ Includes Plans Compliance Option 2006 Washington State Nonresidential Energy Code Compliance Form Include documentation requiring compliance with commissioning requirements, Section 1416. Revised July 2007 Simple System Q Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. t lf available. 2 As tested according to Table 14 -1A through 14-1G. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. s Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ Air cooled? ❑ Packaged sys? ❑ <20,000 Btuh? ❑ Economizer included? If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Heating Only Simple. System Allowed (section 1420) Yes — Yes* ( Reference Section 1421 otal Ca . wo economize <240,000 Btuh or 10 %? Heating /Cooling or Cooling Only Yes (S Reference ection 1423 Yes Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Mechanical , Complex Systems Checklist MECH- COMP 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address 633 Southcenter Date 11/16/2007 The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH- CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY n.a. 1431.1 Field assem. sys. Provide calculations n.a. 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans n.a. 1432.2.1 Air system reset Indicate automatic reset n•a. 1432.2.2 Hydronic System Indicate automatic reset, cooling tower, & heat pump loop valves n.a. 1433 Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption and demonstrate 10% higher efficiency for equipment with out economizer. n.a. 1433 Water Economizer Indicate water economizer and provide calculations if 1433 Exception 2 is utilized n.a. 1434 Separate air sys. Indicate separate systems on plans n.a. 1435 Simul. htg. & clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified n.a. 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations n.a. 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency yes 1438 Variable flow sys. Indicate variable flow on fan and pump schedules M2 n.a. 1439.1 Kitchen Hoods Indicate uncooled and unheated make -up air n.a. 1439.2 Fume Hoods Indicate VAV, unheated/uncooled or heat rec. makeup no is circled for any question, provide explanation: BUILDING SYSTEM IS EXISTING. Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. C Start Here V Section 1411.1 Equipmen Efficiency Shall Meet Tables 14 -1A through 14 -1G 2006 Washington State Nonresidential Energy Code Compliance Form as/Oil Fuma input >_ 225,000 tuh or Gas/O' 't Heat apacity of H Heating System > 00,000 Btuh" Yes l 1411.1 Intermittent Ignition Device & Power Venting or Damper. If input >_ 225,000 Btuh then 1412.6 Modulating or Staged Combustion Controls Required Yes 4 1411.1 0.75% Maximum Jacket Loss 0 • Yes Section 1431.1 Calculations of Total On -Site Energy Input & Ouput Required (continued on back) Yes Section 1432.2.1 Supply Air Reset Controls Required Yes No Section 1432.2.2 Hot Water Supply Temperature Reset Required 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical - Complex Systems (back) MECH -COMP r0% Air Econ Provided? Section 1413 Water Cooled w/Water Econo? Total Clg Capacity w/ Water Econo 500 Tons pply Air >5,0 cfm &OSA> 70% otor Ind. gpmt Coved by Tbl 14- 1A -14- 1G? EER 10% Better than Code Section 1436 50% Effective Heat Recovery Required Yes Yes Yes Yes ystem or Zon w/ Simultaneous Htg. & Clg.? Application Involves Variable Flow? DONE Yes. Multi-speed Motor in Multi- ed system Yes tal Cap. cono <= 480,00 Btuh or 20% of otal Cap. Section 1435 Zone Controls Must Reduce Supply Air Quantity Before Reheating/Recooling Section 1439.1 No Heating or Cooling for at Least 50% of Make -up Air Yes No-* • Section 1433 Economizer Required Yes Section 1437 Motors Must Meet Efficiencies in Table 14-4 Section 1438 Variable Flow Devices Required Section 1439.2 One Required: a. 50% VAV Exhaust & Make -up b. 75% Direct Makeup w/ Tempering Only c. Heat Recovery per 1436 d. Constant Volume w/ < 50fpm Face Velocity Yes Open Motors Closed Motors 3,600 I 1,800 I 1,200 3,600 1,800 I 1,200 Efficiency ( %) Efficiency (%) - 825 80.0 75.5 82.5 80.0 82.5 84.0 84.0 82.5 84.0 85.5 84.0 84.0 85.5 84.0 84.0 86.5 84.0 86.5 86.5 85.5 87.5 87.5 85.5 87.5 87.5 87.5 87.5 87.5 87.5 88.5 88.5 88.5 89.5 89.5 88.5 89.5 90.2 89.5 89.5 89.5 89.5 91.0 90.2 90.2 91.0 90.2 90.2 91.0 91.0 90.2 91.0 90.2 91.0 91.7 91.7 91.0 92.4 91.7 91.0 924 92.4 91.0 924 91.7 91.7 93.0 93.0 91.7 93.0 93.0 92.4 93.0 93.0 924 93.0 93.0 93.0 93.6 93.6 93.0 93.6 93.6 93.0 94.1 93.6 93.0 94.1 93.6 93.0 94.1 94.1 93.6 94.5 94.1 93.6 94.5 94.1 94.5 94.5 94.1 93.6 95.0 94.5 94.5 95.0 95.0 94.5 95.0 94.5 95.0 95.0 95.0 Electric Motors: MECH -MOT. 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Complete the following for all design A & B squirrel -cage, T -frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). Motor No. or Location Minimum Nominal Full -Load Efficienc Synchronous Speed (RPM) HP 1.0 1.5 2.0 3.0 5.0 7.5 10 15 20 25 30 40 50 60 75 100 125 150 200 HP 2006 Washington State Nonresidential Energ Code Compliance Form 633 Southcenter Type (open/closed Description of Application or Use Date 11/16/2007 For Building Department Use Synch. Speed Min.Nom. Full load Efficiency Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14- 1A or 14 -1B). 3. Motors that are an integral part (i.e. not easily removed and replaced) of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion - proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is with a less- efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies. Mechanical :Permit Plant' ecklist MECH-CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address 633 Southcenter 'Date 11/16/2007 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance n.a. 1411.4 Pkg. elec. htg.& cig. List heat pumps on schedule n.a. 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency n.a. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls 1412.1 Temperature zones Indicate locations on plans 1412.2 Deadband control Indicate 5 degree deadband minimum n.a. 1412.3 Humidity control Indicate humidistat 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types n.a. 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage Ml yes 1412.4.2 Optimum Start Indicate optimum start controls n.a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule n.a. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans Ml 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas n.a. 1422 Thermostat interlock Indicate thermostat interlock on plans n.a. 1423 Economizers Equipment schedule 1413 Air economizers a. a. 1413.1 Air Econo Operation Indicate 100% capability on schedule n.a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb n.a. 1413.2 Water Econo Doc Indicate dg load & water econoe & dg tower performance n.a. 1413.3 Integrated operation Indicate capability for partial cooling n.a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary ml yes 1414.2 Duct insulation Indicate R -value of insulation on duct M1 yes 1415.1 Piping insulation Indicate R -value of insulation on piping M2 1416 Completion Requirements n. a. 1416.2.1 Commissioning Provide commissioning plan n.a. 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing n.a. 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training n.a. 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report n.a. 1434 Separate air sys. Indicate separate systems on plans I Mechanical Completed and attached. Equipment schedule with types, Summary Form linput/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. n.a. 1441 Elec. water heater Indicate R -10 insulation under tank n.a. 1442 Shut -off controls Indicate automatic shut -off yes 1443 Pipe Insulation Indicate R -value of insulation on piping M2 n.a. 1452 Heat Pump COP Indicate minimum COP of 4.0 n.a. 1452 Heater Efficiency Indicate pool heater efficiency n.a. 1453 Pool heater controls Indicate switch and 65 degree control n.a. 1454 Pool covers Indicate vapor retardant cover n.a. 1454 Pools 90+ degrees Indicate R -12 pool cover 2006 Washington State Nonresidential Energy Code Compliance Form no is circled for any question, provide explanation: 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans:Chec,klist MECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and It includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an Intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper Is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have Jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: P ackaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if In the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246 - 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans:Chec,klist MECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and It includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an Intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper Is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have Jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: P ackaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if In the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246 - 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying 2006 Washington State Nonresidential Energy Code Compliance Form 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 2. are isolated from the exterior with an automatic shut -off damper complying with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14 -5 requirements. Other ducts and plenums shall be thermally insulated per Table 14 -5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set- up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the fi rst stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 000 EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. Project Info Project Address 633 Southcenter Date 11/16/2007 Seattle, WA 98188 For Building Department Use Space No. 1545 Applicant Name: Randall A. Nelson Applicant Address: 8016 Reeder Road, Lenexa, RS 66214 Applicant Phone: 913-322 • roject Summary PRJ-SUM 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form FILE COPY Permit No Plar CT 1 i C!.it:".r!,Ct.! (770M arlom!ssions. COL.: tL ;c1ki 2 Revised July 2007 RECEIVED CITY OF TUKINILA DEC 1 1 2007 po_. PEllimiTc.444:3.1w\uk Project Info Project Address 633 Southcenter Date 11/16/2007 Seattle, NA 98188 For Building Department Use Space No. 1545 Applicant Name: Randall A. Nelson Applicant Address: 8016 Reeder Road, Lenexa, IS 66214 Applicant Phone: 913 - 322 -5150 Project Description 6886.5 ❑ New Building ❑ Addition 4 Alteration 4 Plans Induded Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option Q Prescriptive O Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft2" Area in ft Allowed x Area Space No. 1545 Retail 1.50 4591.0 6886.5 BA - Recessed Adjustable Spot 36 35.0 1260.0 Space No. 1545 C - Recessed Metal Halid Downlight 15 39.0 585.0 Space No. 1545 E - 4' Strip Light 1 54.0 ** From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 6886.5 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Space No. 1545 A - Ceramic Metal Halide Track Fixture 111 39.0 4329.0 Space No. 1545 BA - Recessed Adjustable Spot 36 35.0 1260.0 Space No. 1545 C - Recessed Metal Halid Downlight 15 39.0 585.0 Space No. 1545 E - 4' Strip Light 1 54.0 54.0 Space No. 1545 F - Metal Halide Adjustable Wall Washer 1 100.0 100.0 Space No. 1545 0 - 8' Strip Light 5 54.0 270.0 Space No. 1545 I - Under Counter Task Light 1 32.0 32.0 Space No. 1545 PA, PB, PC - Decorative Pendant 6 100.0 600.0 Space No. 1545 BB - Recessed Adjustable Spot 44 70.0 3080.0 Fixture A Exempt Per Footnote 10 -111 39. - 4329.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 5981.0 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG -INT 2006 Washington Stale Nonresidential Energy Code Compliance Forms Revised July 2007 Maximum Allowed Lighting Wattage Provosed Lighting Wattage Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations" 1.0 Cafeterias, fast food establishments restaurants/bars 1.3 Post office 1.1 Dormitory 1.0 Retail retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia assembly spaces 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group I -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel/motel 1.0 Warehouses ", storage areas 0.5 Hotel banquet/conference /exhibition hall'• 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified 'laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers *Other Qualification Checklist Lighting 4 Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. Note: If occupancy type is "Other' and fixture Fixtures: answer is checked, the number of fixtures in (Section 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector the space is not limited by Code. Clearly 1521) or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- indicate these spaces on plans. If not tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. qualified, do LPA Calculations. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For Indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three- quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 wlft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Lighting, Motor, and Transformer 2006 Washington State Nonresidential Energy Code Compliance Forms Permit Plans Checklist LTG -CHK Revised July 2007 Project Address 633 Southcenter 'Date 11/16/2007 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) I Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations E1.0 yes 1513.2 Area controls Maximum limit per switch El . o, E4.0 n.a. 1513.3 Daylight zone control Schedule with type and features, indicate locations n.a. vertical glazing Indicate vertical glazing on plans n.a. overhead glazing Indicate overhead glazing on plans yes 1513.4 Display /exhib /special Indicate separate controls El . 0, E3.0 1513.5 Exterior shut -off Schedule with type and features, indicate location n.a. (a) timer w /backup Indicate location n.a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location yes 1513.6.1 (a) occup. sensors Schedule with type and locations E1.0 yes 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans El . o, E3.0 yes 1513.7 Commissioning Indicate requirements for lighting controls commissioning El .0 EXIT SIGNS (Section 1514) yes I 1514 IMax. watts 'Indicate watts for each exit sign 1E1.0 I LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture n.a. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) n.a. I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I i TRANSFORMERS (Section 1540) n.a. I 1540 (Transformers (Indicate size and efficiency I I 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: • 'Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. " 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of tuming off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either: a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior: Buildings greater than 5,000 ft and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated (e.g., 24 -hour convenience stores), or 2006 Washin ton State Nonresidential Ener• Code Compliance Form illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off" feature, which tums off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP- 1- 2002). epoch ARCHITECTURE May 9, 2008 designgroup City of Tukwila, Washington Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 RE: Plan Revision Submittal — Permit Number: D07 -454 Guess — Southcenter Mall — Space 1545 467 Southcenter Mall Seattle, Washington 98188 Please accept the following revisions to the plans as indicated by the corresponding revision delta. 1155 Olivette Executive Parkway Suite too St. Louis, Missouri 63132 Phone: 314.721.1340 Fax: 314.721.0344 RECEIVED CI OF TUKW,L1! MAY 12 2008 PERMIT CENTER 1. Toilet room location has been moved o an existing concrete footing below the previous location. As a result of moving the toilet room, the electrical panels and the drinking fountain have also been moved. All changes, including mechanical, electrical and plumbing work have been clouded and marked with Delta 6 on sheets, A1.1, A1.2, A3.1, F1.0, M1.0, E1.0 and E2.0. 2. Size of structural steel beam revised from HSS 4 x 14 x '/2 to HSS 12 x 4 x 'A, clouded and marked with Delta 4 on sheets A4.1 and A4.2. 3. Additional HSS 4 x 4 x ''A storefront support column and base plate added, clouded and marked with Delta 4 on sheets A4.0 and A5.1 Sincerely, David R. Glover, AIA, NCARB Principal Jennifer Marshall - Guess Southcenter Tukwila WA Change of contact From: "Lauren Chase" <lauren _chase @nationalpermits.com> To: "Jennifer Marshall" <jarshall @ci.tukwila.wa.us> Date: 01/09/2008 1:16 PM Subject: Guess Southcenter Tukwila WA Change of contact CC: "'Lauren Chase.NSG (Lauren Chase.NSG)"' <lauren chase @nationalpermits.com> From: Lauren Chase, National Account Manager National Services Group 626 C Admiral Drive, Pmb Suite 120 Annapolis, MD 21401 Tel 410 544 1700 Westfield South Center Mall Guess # Guess 633 Southcenter Mall Space 1545 Tukwila WA 98188 D07 -454 EL07 - 770 M07 - 271 PG07 - 334 Brett Delmez Tel 314- 721 -1340 PM Mobile # Arch : Epoch GC : Pdg Fax 410 544 1692 Lauren : Cell 443 994 8531 <mailto:lauren _chase @nationalpermits.com> http: / /www.nationalpermits.com Re: Report To: Retail Dev Team : 1) Change of contact request (To : Lauren Chase ) 2) Please forward the latest comments (12 21 07 ) If you have any questions, please contact the writer at Tel 410 544 1700 Page 1 of 2 file: / /C:\ Documents %20and %20Settings \j ennifer -m\ Local %20Settings \Temp\XPGrpWis... 01/09/2008 Thank You Lauren Chase, National Account Manager National Services Group, Inc Page 2 of 2 NSG INC 2006 All Rights Reserved . This Document and the associated documentation are the property of NSG INC and may be used under license as authorized by NSG INC. Please Note : All reporting data / status / estimates / accuracy are time sensitive and may / will be revised / updated ,please contact the NSG and or the governing jurisdiction if you have any questions . Final Approval is directly contingent upon acceptance and approval by the governing jurisdictional authorities of the required Owner / Designer / Contractor documentation.Approval Notification : The Client and /or their General Contractors , Subcontractor(s), Vendor(s) must submit their required License(s) , Insurance(s) , Bond(s) , Fee(s),etc as required to the governing jurisdictions This email and any attachments are confidential and intended solely for the use of the named addressee. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system, If you are not the intended recipient you are notified that disclosing, copying, distributing or taking any action in reliance on the contents of this information is strictly prohibited. E -mail transmission cannot be guaranteed to be secure or error -free as information could be intercepted, corrupted, lost, destroyed, arrive late or incomplete, or contain viruses. The sender therefore does not accept liability for any errors or omissions in the contents of this message, which arise as a result of e-mail transmission. If verification is required please request a hard -copy version file: / /C:\ Documents %20and %20S ettings \j ennifer -m\ Local %20Settings \Temp\XPGrp Wis... 01/09/2008 December 21, 2007 Randy Kopp 1341 Chestnut Ridge Dr State College PA 16803 City of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D07 -454 Guess — 467 Southcenter Mall Dear Mr. Kopp, 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: Allen Johannessen at 206 433 -7163 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, Bill Rambo Permit Technician encl File No. D07 -454 P :\Pemrit Center\Correction Letters\2007\D07 -454 Correction Ltr #1.DOC wet 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: December 20, 2007 Project Name: GUESS Permit #: D07 -454 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, 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 make provisions for one drinking fountain. Drinking fountain shall meet the accessibility requirements. (IBC 2903.4.1) 2. Building code referenced on the cover sheet show out dated building codes. As of July 1 2007 City of Tukwila requires all plan designs with notes to comply with the new adopted 2006 International Building codes. Please review plan sheets and revise plan notes to show plans shall comply with the current 2006 Building codes. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 4/1/08 Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 .- r' , Tenant improvement permit for [tenant-name], Tukwila Permit No. _D07 - 454 is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Division. This condition is hereby acknowledged by: Allen Keiffer Acknowledgement to be signed by the responsible officer of the tenant Titl ' . V c Pr i Construction Tenant ame: duess? INC. 467 Southcenter Mall, Tukwila, WA 98188 a 1 "" OP fure4 '4iR 03 2008 Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 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 I 2.. Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 I b Water closet, tank or valve, >1.6 GPF 8 4 Non - Residential' yid lG King County 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 ���- 1 � 1 33 SOUTWIEr�TE J1 l Property Street Address SERTSI-E , vJA el Mr?) City State ZIP Owner's Name , ( f 5� Subdivision Name wr (ai Lot # Subdiv. # Block # Buildin Name ( 2 (i �agle) O 124' Owner's Phone Number (with Area Code) Date of Connection Property Contact Phone Number (with Area Code) Side Sewer Permit # r g' Mai�Address Demolition of pre- existing building? O Yes I�No V C Type of building demolished Sewer disconnect date A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 Total Fxture Units I 8 0 - RCE Property Tax ID # _ Pa to be Billed (if different from owner) City or Sewer District /N G c-(e CA For King County Use Only Account # Monthly Rate 6 Month Rate Department of Natural Resources and Parks B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: 7Zg"rAf� 3tcIle Estimated Wastewater Discharge: 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) A B � v 26 • 44 RCE d a. RCE RECEIVED CITY OF TUIMIILA DEC 1 1 2007 pEklvllT CEN f ER 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 rred to K' Wastewater Treatment Division at 206 -684 -1740. I certify that the information given is correct. • nder - ;;?' p city charge levied will be based on this information and any deviation will require resubmission of cor•' inati a of a revised capacity charge. Signature of Owner / Representativ- . v — / /i ' � . Date / 2.- �� Y — G Print Name of Owner /Representative l� r`f.id 1058 (Rev. 11/05) White Ki M' Yellow — Local Sewer Agency Pink — Sewer Customer 3. Use additional sheets if necessary. 1. Does your company leaning floors in p other outlets to,the'sanitary sewers? Q Yes No Nope Business Declaration .Secor Part I Fill out this form, fold it so the business -reply portion is showing and return it to Metro's industrial waste section. If you need to use additional sheets of paper, please mail the entire package of information in a separate envelope. Mail to: Metro, Water Pollution Control Department, Industrial Waste Section, 130 Nickerson Street, Suite �� 200, Seattle, WA 98109 -1658. Company name: C u QS? , I , Contact person at your company: DO . fn1■ S Title: C t Q ■ n R Telephone: 24 -- 1 tJ O 4 Mailing address: 1‘-k \ q 10 rneoia SCpj Type of business (What does your firm manufacture or produce ?): < - S - ES Number of business sites: f Address of each business site {� t � � '+ � employees at site: 1.33 S ; � ( r t 2. Part Ii Please circle the correct answer as it applies to the business site given below. If you have more than one business site, please copy this page and fill out a form for each site. Company name: etU e rLYrC, Site address: ? S a : h CeYl ' S ea 9E S 7 o e_ . Contact person: Title: . Telephone: e water for cooling, production, manufacturing, washing, rinsing or uction areas? 0 Yes No 2., Does your building have floor drains, catch basins, sumps or sinks in production areas or any RECEIVED CITY OF TUKWILA DEC 1 1 2007 PEHIVIIT CEN I ER ACTIVITY NUMBER: D07 -454 DATE: 05 -22 -08 PROJECT NAME: GUESS SITE ADDRESS: 467 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued DEPARTMENTS: ng isi • n ir Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -29-08 Complete Comments: TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2-28-02 PERMIT COORD COPY'" PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: 01ov Au '14 Fire Prevention Structural ❑ Incomplete Planning Division Permit Coordinator Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 06 -26-08 Approved ❑ Approved with Conditions ED Not Approved (attach comments) C Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 - 454 DATE: 05 - - PROJECT NAME: GUESS SITE ADDRESS: 467 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: /WP u I ng ► ivision Public Works ❑ Structural ❑ Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required DATE: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Incomplete ❑ DUE DATE: 05-13-08 Not Applicable ❑ DUE DATE: 06-10-08 Approved with Conditions ❑ Not Approved (attach comments) n DATE: Planning Division Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28-02 DEPARTMENTS: Public Works ❑ Structural Complete Comments: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -454 DATE: 01 -17 -08 PROJECT NAME: GU ESS SITE ADDRESS: 467 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued of) Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ DUE DATE: 01 -22-08 Not Applicable n n ❑ Permit Coordinator ❑ 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: 02-19-08 Not Approved (attach comments) F7 DATE: Planning Division El Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -454 DATE: 12 -12 -07 PROJECT NAME: GUESS SITE ADDRESS: 467 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPART ENTS: ng 01-1V 1101/4 Pub r ic Works 2— 1 Complete Comments: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP bbl 611 AWG Pl L q-D11 Fire Prevention Structural Incomplete ❑ TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: n DATE: DATE: MME, 12. 0 Planning Division 511 Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12-1 3-07 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required n DUE DATE: 01-10-08 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) IVI Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: 11 0 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: lie_ REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS I tilt 7-1 eet 6 422. 5 =1 S- O $ Summary of Revision: kpCA.rtg bf , 1 , �Yif� 1 bc,-r iq titym A ( .5tgftlivta Received by: 4/A0 F 7 j) REVISION NO. DATE RECEIVED STAFF INITIALS STAFF INITIALS ISSUED DATE STAFF INITIALS 6 422. wt , Received by: Summary of Revision: Vb(M frGl h, 1/Vl in 61 4 4►" Received by: M R TE.LFo c - 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: SITE ADDRESS: REVISION LOG PERMIT NO:'•- ORIGINAL ISSUE DATE: .j •nn (please print) (please. print) (please print) (please print) (please print) Project Name: V aSS 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 Received at the City of Tukwila Permit Center by: I in Permits Plus on �- 22--0$ \applications\ fomu- applications on Iinelrcvision submittal Steven M Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2 Plan ChecWPermit Number: 1) 07 +' S'? ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Er Revision # 2 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Address: 6 , y ' Contact Person: /L14- !l t.) Phone Number: (2,42-) ?? f — v 74 C. Summary of Revision: /2o i2.44z S Ys'Frvt. RECEIVED errr of Tuuws popmiT CFNTFP Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision � n L i 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.dtukwila.wa.us Steven M Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fad etc. Date: .//210 8 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Q Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Plan Check/Permit Number: o7'7SI( OF ri !kWILA MAY 1 21008 PERMIT CENTE Project Name: & 6 Ss Project Address: 4 / 6 7 ..r," u fro CC—Tcx f7'1q L t__ Tv lc (rl /1.-A Contact Person: 111 K - Ter Pon D Phone Number: ( 33/ - ©`1 c. Summary of Revision: / L ) C-/A 4- R e:517 2-4e ; n `A-1 `1"A1 PA4dFu• A'r) h' ,- s��z+ -wt c- . • Ant 3 R. P,) Ser 9 ` 0 eC1) ,qT "� A#n C 0,4 fiG.E 6 cotp, s`/ ZF • orP/e.-h -h jS Sheet Number(s): "Cloud" or highlight all areas of revision including date opevision Received at the City of Tukwila Permit Center by: Arcitir 1 i Entered in Permits Plus on l applications \forrru•applications on linekevision submittal Created: 8-13-2004 142/28/2007 06:16 814690'' City of Tukwila Depdrtment of Community Development 6300 S Boulevard, Suite #100 Tulcwiia, Washington 98188 Phone i 206 -431 -3670 Fax: 206 -431 -3665 Web site: hht: / /ww Revision submittal must Ne submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1- v - c . • Plan Cheek/Permit Number: D07 -454 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after' Permit is Issued ❑ Revision requested by City Building Inspector or Plans Examiner q16 Si( rioro Contact Person: ttaTIA. Phone Number: 2 Summary of Revision: VIA Dan Cones c5 ct -d 4c.wec Sir%osk f-k toeer\ Project Name: Guess Project Address: 467 Shut center Mall '612k «ncz v tr,rrvp,kn Nlo s h-een -O -Ftn� rto�t_ ACCess.∎ e -leets `x -27 b2l4,cLD 4484JQ 1r-e e,n Sheet Number(s): C 1.O p �. x.2. GA • C,) ( I "Cloud" or highlight all areas of revision including date of re i ision Received at the City of Tukwila Permit Center k " Entered in Permits Plus on t CZ Z \applicadons\1t rms- appIIcatfons on Imc\revision submittal Created: 8-13 -2004 Revised: TKG CONSULTING PAGE 03/03 Steven M. Mullet, Mayor Steve Lancaster, Director CITY OF T JAN 1 1 2008 PI iMf i CENTER- OQC.e 13vt�.4c:›vrIG License Information License HORIZRC072N5 Licensee Name HORIZON RETAIL CONST INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601483044 Ind. Ins. Account Id Business Type CORPORATION Address 1 1458 HORIZON BLVD Address 2 City RACINE County OUT OF STATE State WI Zip 53406 Phone 2626386000 Status ACTIVE Specialty I GENERAL Specialty 2 UNUSED Effective Date 8/25/1993 Expiration Date 4/15/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date HENDERSEN, JON E 01/01/1980 GUSTIN, ROBERT L 01/01/1980 HENDERSON, JON E 01/01/1980 JAWORT, DAN AGENT 01/01/1980 Look Up a Contractor, Electric ;qn or Plumber License Detail Page 1 of 2 ' Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= HORIZRC072N5 04/18/2008 RACK DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204, GLENDALE, CA. 91204 SCALE: NONE DATE: PROJECT: DRAWN BY: A.KH. STORAGE SHELVING DETAILS JOB - -13 13 SHEET NO. RD256 L —POST (END COL.) 14 GA. BEAM CONNECTION DOUBLE RIVET 1/4"93 RIVET L.A. R.R. #25534 DOUBLE RIVET BEAM LOW PROFILE FOOTBRAKE . 1" THICK PLASTIC BRAKE SPACER PRESS WITH FOOT TO SET PRESS WITH FOOT TO RELEASE FRONT VIEW SIDE VIEW RUBBER STOP STOP SCREW BOTTOM SCREWS 1/4 "0 TEK SCREW REVISION BBER STOP POST (2) 1/4 TEK SCREWS EACH SIDE OF POST OR TO THE POST WALL CONN. SPACER AS REQUIRED SHELVING BEAM (2) 1/4' TEK SCREWS 1 48" 1 TYP. U.N.O. 4 FIXED SHELVING SECTION A—A 1/4"95 BOLTS 2 PLACES SIDE VIEW i SHELVING POST CONNECTED TO CARRIAGE WITH (2) -1/4 "0 TEK SCREWS PER POST G CARRIAGE AND TRACK ASSEMBLY 48" 48" TYP. U.N.O. MOBILE SHELVING REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. i BEAM CONNECTION 1/4"� BOLTS 2 PLACES >, ANTI—TIP ARM 11 GA. yam, ®101.1pAC CODE AP SU _ 2 Z �tB fsti By SHELVING LAYOUT BASE PLATE DETAIL (FIXED SHELVING "z" RAI L 11 GA. SECTION A -A FILE COPY Permit No. Plar review approval is subject b arrers and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt 0{ approved Field Copy and conditions is acknowledged: 1/4 ANCHORS AT 24" o.c. SEE NOTE NO. 3 SECTION A—A Date: 0 8 r City of Tukwila BUILDING DIVISION ! /! /!/ / / % / / ,., /f %r..7 % / / /! //!,%////!.. /lf. % /.?/Z %4, // :1.-:. , #- .7 / //i! / //- :. ;e7! /1!!! /ri %! //, //! /.... /f %! /1. %f!1 / / % / / %I %il% /!/. % /! %, :. /Y / "' /../!,•!!.7 /NSW. %ili�%9.�//� 5 114 a MANAGER Hum BM MET PROCESSING LOCKERS -1 DESK BOLE TARE /,//! ✓:! / %% /1 / /i!/ /%! %!!/I /C %G %f / / / %f!/!! / /,% !f / /! / /, !/!//!!/!//%//! O /• % /I /f! / % /,' %I % /i /l /! //f// %/% f / % % / / / / / / /. /// /4Y / / / %r%%% % %!f / /!, %!! fY / / /r % / / /. %% //!./'' /%% / /r // / %%!/ EV j J TRA S 14 -3 3 1RAC1f5 M -4" I j r ? / :i /42', /: fi /i /ii it r ! MOBILE: MOBILE 1 1, AISLE AISLE a a ` a m R ESTR OO V: ri SYjS/TFl� 5`l 5TEM N Y i1 : I j : Gf 1C 1 N N !•t m m FOOT BRAKE NOTES: 1— DESIGN OF STEEL STORAGE SHELVING AS SHOWN BY THESE DRAWINGS AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE IBC 2006 EDITION 2 —STEEL FOR ALL SHAPES FY=36 KSI. ASTM A570-85 GR.36 (EXCEPT AS NOTED) 3 —ALL ANCHORS POWERS SCREW TYPE (ESR 1678) OR APPROVED EQUAL (NO SPECIAL INSPECTION REQUIRED) 4— SHELVING CAPACITY 50 # / LEVEL 5 —ALL SHELVING INSTALLATIONS AND SHELVING MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF 50 # / LEVEL EXPIRES 12-26-09 REVISION NO Doi- y 3 RECEIVED MAY 22 2 PERMIT CENTER II:i M. E. P. & F.P. Engineer: PD1- 1-41 PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 COPYRIGHT DISCLAIMER: RANDALL A. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL: 913.3225150 FAX: 913 -322 -5155 THIS DOCUMENT 15 THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT'S NOT TRANSFERABLE. THE REOPIENT OF THIS DOCUMENT'S HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITONS, THE DOCUMENT 15 TO BE USED ONLY IN CONJUNCTON WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT, THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE A5 -EUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE REOPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNFY AND DEFEND ANT AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENEMIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT, THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: PROJECT TITLE: C.) 07 70 N Ir y . r 7 1 c Z O( d u LLJ I- LL F- LU 0 2 L-L. /OWNER /CITY CMNTS 01/10/08 1 L.L. / OWNER COMMENTS 12/14/07 No.A Revision Description Date SHEET TITLE: COVER SHEET PROJECT NO.: SHEET NUMBER: 07073 DRAWN BY: « 0 K5 ISSUE DATE: 11/13/07 5 S 0 li ' I I ; , E . I:g ,s, FILE COPS Permit No, DIP-- rovai is subl to amore and omissions. Plar review app nOt authorize review �� ruction docume� dog . R� A pp r ordinance the violation of art adopted cede eipt , � is Id Co d dit;ans is adcnowied9 01 approved Fie PY � By ��I , t r 1 h V� i la BUILDING DIV „� ss � T P J PT ER 5 T { .... . - t FO R: M enical Fijulcc al �� [�Ing � � Gpin L w �• � (flc��11{VV 1 ;�l a 5i r -., ,___. .... t o al. r,, c�hP9,r?E N R Do# 1....., , !fie r„}.,,,r, In - .)1' ; Nio7riel 7e; \ ,ils ,n ;o c_ n l_____,,, s ,d . e ql ,,,, , i ii j_ d ,, ;t_ L onal olaI L:It A.F.F. ABOVE FINISHED FLOOR IN.( ") INCH A.P. ACCESS PANEL INT. INTERIOR AC. ACOUSTICAL JT. JOINT AC.T. ACOUSTICAL TILE MFR. MANUFACTURE (R) ADJ. ADJACENT MECH. MECHANIC (AL) ALT. ALTERNATE MTL. METAL A.B. ANCHOR BOLT MEZZ. MEZZANINE APPROX. APPROXIMATE MIN. (') MINIMUM, MINUTE APVD. APPROVED MISC. MISCELLANEOUS ARCH. ARCHITECT (URAL) N.I.C. NOT IN CONTRACT BLK. BLOCK N.T.S. NOT TO SCALE BLKG. BLOCKING NO. or # NUMBER BD. BOARD O.F.C.I. OWNER FURNISHED CONTRACTOR BUM. BOTTOM INSTALLED CSWK. CASEWORK O.F.O.I. OWNER FURNISHED OWNER INSTALLED CEM. CEMENT O.C. ON CENTER (5) CLG. CEILING OPNG. OPENING CLG.HT. CEILING HEIGHT DPP. OPPOSITE CHNL. CHANNEL PART. PARTICLE CLR. CLEAR (ANCE) P. LAM. PLASTIC LAMINATE CLO. CLOSET PLBG. PLUMBING COL. COLUMN PWD. PLYWOOD C.M.U. CONCRETE MASONRY UNIT PVC. POLYVIN CHLORIDE CONST. CONSTRUCTION PREFAB. PREFABRICATED C.J. CONSTRUCTION JOINT P.M. PROJECT MANAGER COORD. COORDINATE QTR. QUARTER CORR. CORRIDOR R.A. RETURN AIR CTR. CENTER R.C.P. REFLECTED CEILING PLAN C.T. CERAMIC TILE REF. REFERENCE DER. DETAIL REG. REGISTER DIAG. DIAGONAL REINF. REINFORCE (D), (LNG) DIA. DIAMETER REQ'D. (REQ.) REQUIRED DIF. DIFFUSER REV. REVISION (5), REVISED DIM. DIMENSION R.O. ROUGH OPENING 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LANDLORD'S CRITERIA AND ALL 16. ALL EXISTING AND NEW FIRE RATED CONSTRUCTION AT COLUMNS, CEILING, END LOCAL, STATE AND FEDERAL CODES AND REGULATIONS. WALLS, ETC., INCLUDING FIRE DAMPERS, SHALL COMPLY WITH LANDLORD AND LOCAL CODE REQUIREMENTS. 2. THE GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, APPROVALS, LICENSES AND CERTIFICATES TO COMPLETE THE PROJECT. 17. ALL INTERIOR AND STOREFRONT FINISHES MUST MEET LOCAL CODE AND LANDLORD FLAME SPREAD REQUIREMENTS. MINIMUM TO BE CLASS C (III) OR BETTER. 3. THE GENERAL CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION, LIA3ILITY, AND PROPERTY DAMAGE INSURANCE & PAY FOR SAME. REFER TO 1$. ANY WOOD FRAMING AND BLOCKING SHALL BE FIRE RETARDANT TREATED AS " CONSTRUCTION CONTRACT" FOR REQUIRED AMOUNTS ETC. REQUIRED BY LOCAL CODES. 4. THE GENERAL CONTRACTOR SHALL VERIFY WITH OWNER WHETHER STORE IS TO 19. ALL PARTITIONS, CEILINGS, LIGHT FIXTURES, DUCT WORK, ETC. TO BE BRACED TO REMAIN OPEN DURING CONSTRUCTION (WHERE APPLICABLE). STRUCTURE TO RESIST SEISMIC LOADING AS REQUIRED BY LOCAL CODES. 5. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND 20. ALL STOREFRONT CONSTRUCTION IS TO BE SELF- SUPPORTING FROM THE FLOOR DIMENSIONS AND REMOVE ALL EXISTING ELEMENTS AND FIXTURES NOT RELEVANT TO AND ATTACHED TO LANDLORD STRUCTURE ABOVE FOR LATERAL BRACING ONLY NEW WORK. (UNLESS SPECIFICALLY INDICATED OTHERWISE). 6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS. 21. THE GENERAL CONTRACTOR SHALL CONSTRUCT A METAL STUD & GYP. BD. PRIOR TO START OF CONSTRUCTION : A COMPLETE LAYOUT OF STORE AND BARRICADE ENCLOSING ENTIRE STOREFRONT IN ACCORDANCE WITH LANDLORD VERIFICATION OF ALL DIMENSIONS SHALL BE PERFORMED. REPORT ANY CRITERIA UNLESS OTHERWISE DIRECTED BY LANDLORD. G.C. TO VERIFY REQUIREMENTS DISCREPANCIES AND /OR CONFLICTS TO THE ARCHITECT AND OWNER'S WITH LANDLORD REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. REPRESENTATIVE PRIOR TO PROCEEDING WITH THE WORK. CONTRACTOR TO INSTALL OWNER SUPPLIED GUESS? BARRICADE GRAPHIC (WHERE PROJECT ARCHITECT LANDLORD /TENANT COORD. EPOCH DESIGN GROUP, INC. A WESTFIELD GROUP 1 155 OLIVETTE EXECUTIVE PARKWAY 1 VI-1- 6Oi ,WILSHIRE BLVD SUITE 100 14TH FLOOR ST. LOUIS, MO. 63132 1: 'ANGELES, CA 90025 314 -721 -1340 310 - 893 -4761 CONTACT: BRETT DELMEZ CONTACT: JOSHUA KIMMEL A L FUTURE RETAIL -- " - macs § NORDSTRO ❑ �.: ° D CI ° D ° o D ° ° . . Q ° • ° o « "' PROJECT ENGINEER PROJECT ADDRESS ❑° 1 ip It RANDALL A. NELSON, P.E. GUESS? 8016 REEDER RD. 467 SOUTHCENTER MALL LENEXA KS. 66214 SUITE 1545 913 -322 -5150 SEATTLE, WA 98188 CONTACT: RANDY NELSON 206- 246 -0423 CONTACT: HEATHER ALMOND CONSTRUCTION MANAGEMENT 0 ❑ - ., 1 • I - . Li . - T .. Ei I� :: ° 4 ° I � ° 0 !� - % GUESS ?, INC. 1444 SOUTH ALAMEDA STREET L. • G CA 90021 lir - GUESS SPACE NO 1545 PERMITTED) 48 HOURS AFTER START DATE, BARRICADE CONSTRUCTION OR RECEIPT OF / - PT1) PRIR T 7, THE GENERAL CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING GRAPHICS. BARRICADE TO BE PAINTED W/ LATEX SEMI-GLOSS PAINT PRIOR ( UTILITIES, AIR DUCTS, MECHANICAL EQUIPMENT, ETC., AND LOCATIONS OF PROPOSED GRAPHIC INSTALL. G.C. WILL OBTAIN AND INSTALL MALL GRAPHIC WHERE REQUIRED. CONNECTIONS TO SAME. ANY DISCREPANCIES OR CONFLICTS SHOULD BE REPORTED TO ARCHITECT & OWNER'S REPRESENTATIVE IMMEDIATELY. 22. LIGHT FIXTURES AND LAMPS ARE OWNER FURNISHED, CONTRACTOR INSTALLED. 8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL 23. ALL PLASTIC LAMINATE AND METAL FIXTURE EDGES MUST BE DE- BURRED PRIOR TO WORK PERFORMED BY HIS LABORERS, SUBCONTRACTORS, OWNER'S CONTRACTORS TURNOVER TO ELIMINATE ANY SHARP EXPOSED EDGES WHICH MAY COME INTO AND OTHERS. CONTACT WITH STORE OCCUPANTS. " ---...------" -- W--,, _- ..- -..---..- .,- .���--•,,- v-----.--,- .,----\\ 814'861 -3818 + • . ' - DY KOPP OWNER dillh GUESS ?, INC. 1444 SOUTH ALAMEDA STREET LOS ANGELES, CA 90021 gir 1 _ - /�z -, PROJECT CONTACTS MALL KEY P LAN � LEVEL 1 OF 3 � 9A. THE SIGN MANUFACTURER SHALL BE RESPONSIBLE FOR SUBMITTING FOR AND 24. G.C. SHALL PROVIDE ARCHITECT WITH DIGITAL PROGRESS PHOTOS AT EACH OBTAINING LANDLORD APPROVAL PRIOR TO COMMENCING WITH FABRICATION. INSPECTION POINT DURING CONSTRUCTION. PHOTOS SHALL BE FORWARDED BEFORE EACH REQUIRED INSPECTION AND INCLUDE FRAMING DETAILS, STOREFRONT (INTERIOR LOCATION) ` -'�- ' - - -'�- ^--�� J` -�` - DISP. DISPENSER RND. ROUND DR. DOOR SHT. SHEET DWR. DRAWER SIM. SIMILAR DWG. DRAWING S.C. SOLID CORE ELEC. ELECTRICAL S.S. STAINLESS STEEL E.P. ELECTRIC PANEL STD. STANDARD ELEV. ELEVATION STL. STEEL E.W.C. ELECTRIC WATER COOLER STD. STORAGE EXIST EXISTING S.D. STORM DRAIN EQUIP. EQUIPMENT STRUCT. STRUCTURAL EXH. EXHAUST SUSP. SUSPENDED EXP. JT. EXPANSION JOINT SYM. SYMMETRY (ICAL) FIN. FINISH (ED) SYS. SYSTEM F.E. FIRE EXTINGUISHER T.B.D. TO BE DETERMINED FP. FIREPROOFING TEL. TELEPHONE F.D. FLOOR DRAIN TS. TUBE STEEL FLUOR. FLUORESCENT TYP. TYPICAL F.R.T. FIRE RETARDANT TREATED U.N.O. UNLESS NOTED OTHERWISE FURR. FURRED (ING) VERT. VERTICAL GA. GAUGE VEST. VESTIBULE GALV. GALVANIZED V.C.T. VINYL COMPOSITION TILE G.C. GENERAL CONTRACTOR V.I.F. VERIFY IN FIELD GYP. BD. GYPSUM BOARD W.C. WATER CLOSET H.V.A.C. HEATING /VENTILATION/ WP. WATERPROOFING) AIR CONDITIONING WS. WEATHER STRIPPING H.C. HOLLOW CORE W/ WITH H.M. HOLLOW METAL W/O WITHOUT HORIZ. HORIZONTAL WD. WOOD H.W. HOT WATER W.P. WORKING POINT 9B. REFER TO INSTRUCTIONS TO BID FOR SIGN PERMIT RESPONSIBILITY. FRAMING AND SUPPORT, HVAC EQUIPMENT SUPPORT, TOILET ROOM DETAILS, STOCK SHELVING/ SPRINKLER CLEARANCES, AND FINAL FINISHED STOREFRONT PHOTO. ANY 10. THE GENERAL CONTRACTOR SHALL THOROUGHLY CLEAN THE SPACE, MAKING IT UNUSUAL CONDITIONS SHOULD ALSO BE DOCUMENTED AND FORWARDED TO READY FOR MERCHANDISE, WHICH SHOULD GENERALLY CONSIST OF VACUUMING, ARCHITECT. � DUSTING, WASHING WINDOWS AND CLEANING ALL FLOORS. � -"----r) 11. IT IS REQUIRED THAT EACH BIDDER VISIT THE SITE AND FULLY ACQUAINT THEMSELVES WITH THE EXISTING CONDITIONS AND THE SCOPE OF THE PROJECT PRIOR TO SUBMITTING THEIR BIDS. FAILURE TO DO SO SHALL NOT RELIEVE THE CONTRACTOR FROM LIABILITY DUE TO OMISSIONS FROM BID. CHANGE ORDERS DUE TO SAID OMISSIONS WILL NOT BE ACCEPTED. 12. THE GENERAL CONTRACTOR SHALL ARRANGE FOR AN ORIENTATION MEETING WITH THE LANDLORD'S REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. 13. THE GENERAL CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING SURFACES, MATERIALS, FIXTURES, ETC. TO REMAIN DURING THE COURSE OF THE PROJECT. THE G.C. SHALL BE RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE BY HIMSELF OR HIS SUBCONTRACTORS DURING THE COURSE OF THE PROJECT. REPAIRS ARE TO MATCH EXISTING MATERIALS AND MUST BE ACCEPTABLE TO LANDLORD OR OTHER GOVERNING AGENCY. 14. ALL FLOOR TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE SMOOTH AND --- FLUSH. (MAXIMUM SLOPE = 1/8" PER FOOT.) •• SEPARATE 15. FIRE BLOCK ALL WALLS AND FIRE STOP ALL PENETRATIONS AS REQUIRED BY LOCAL pE AND BUILDING CODES - APPROVAL y'; =a' REQUIRED " SHEET NO.: DESCRIPTION --,'- '- "--...-'.---,' ---,---��'R`-----„,---..----, BUILDING CODES: / 2006 INTERNATIONAL BUILDING CODE WITH L_� _ WASHINGTON STATE AMENDMENTS { 2006 INTERNATIONAL MECHANICAL CODE WITH < WASHINGTON STATE AMENDMENTS 2006 UNIFORM PLUMBING CODE WITH C WASHINGTON STATE AMENDMENTS 2006 NATIONAL ELECTRICAL CODE WITH WASHINGTON STATE AMENDMENTS < 2006 WASHINGTON NON RESIDENTIAL ENERGY CODE 2006 INTERNATIONAL FIRE CODE WITH { WASHINGTON STATE AMENDMENTS `""" _' ,, 'T -, �""' �`�'~- '"`-` RECEIVED MY OF TUKWILA USE GROUP CLASSIFICATION: jANI . / 2008 _(v1 CONSTRUCTION TYPE /CLASSIFICATION: TYPE II -B TENANT SEPARATION REQUIRED: PEI•[I1 i T 1 -HOUR RATED ASSEMBLY FIRE SUPPRESSION SYSTEM: FULLY SPRINKLERED AREA CALCULATIONS: OCCUPANT LOAD: C1.0 COVER SHEET C2.0 SPECIFICATIONS D1.0 PARTIAL EXISTING CONDITIONS PLAN D1.1 PARTIAL EXISTING CONDITIONS PLAN Al 0 PARTIAL FLOOR PLAN Al 1 PARTIAL FLOOR AND REFLECTED CEILING PLAN A1.2 FINISH PLAN A2.0 PARTIAL REFLECTED CEILING PLAN A2.1 SCHEDULES A30 INTERIOR ELEVATIONS . A3.1 INTERIOR ELEVATIONS A3.2 STOREFRONT ELEVATIONS A4.0 ENLARGED STOREFRONT PLAN A4.1 STOREFRONT SECTIONS A4.2 STOREFRONT SECTIONS A5.0 DETAILS A5.1 DETAILS F1.0 FIXTURE PLAN AND DETAILS F1.1 FIXTURE ELEVATIONS DETAILS AND SCHEDULES M1.0 MECHANICAL FLOOR PLAN M2.0 HVAC SPECIFICATIONS AND DETAILS M3.0 MALL NOTES E1.0 ELECTRICAL CEILING PLAN E2.0 ELECTRICAL POWER PLAN E3.0 ELECTRICAL DETAILS E4.0 ELECTRICAL SPECIFICATIONS, PANELS, AND RISER SALES FLOOR AREA 3,747 S.F. 125 STOCK ROOM AREA 764 S.F. 3 UNASSIGNED (BATHROOM /CORRIDOR): 80 S.F. 0 TOTAL: 4,591 S.F. 128 ABBREVIATIONS MISCELLANEOUS PROJECT NOTES INDEX OF DRAWINGS BUILDING CODE DATA CORRECTION L i fl 7 `t M. E. P. & F.P. Engineer: PD1- 1-41 PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 COPYRIGHT DISCLAIMER: RANDALL A. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL: 913.3225150 FAX: 913 -322 -5155 THIS DOCUMENT 15 THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT'S NOT TRANSFERABLE. THE REOPIENT OF THIS DOCUMENT'S HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITONS, THE DOCUMENT 15 TO BE USED ONLY IN CONJUNCTON WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT, THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE A5 -EUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE REOPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNFY AND DEFEND ANT AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENEMIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT, THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: PROJECT TITLE: C.) 07 70 N Ir y . r 7 1 c Z O( d u LLJ I- LL F- LU 0 2 L-L. /OWNER /CITY CMNTS 01/10/08 1 L.L. / OWNER COMMENTS 12/14/07 No.A Revision Description Date SHEET TITLE: COVER SHEET PROJECT NO.: SHEET NUMBER: 07073 DRAWN BY: « 0 K5 ISSUE DATE: 11/13/07 DIVISION 1 - GENERAL CONDITIONS 1.01 GENERAL A. THE STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR, GUESS ?, INC. MOST CURRENT CONSTRUCTION CONTRACT, IS HEREBY MADE PART OF THESE DOCUMENTS. B. THE GENERAL CONDITIONS OF THE CONTRACT ARE THE AMERICAN INSTITUTE OF ARCHITECTS STANDARD DOCUMENT NO. A201 "THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ", BUILDINGS, HEREINAFTER REFERRED TO AS THE "GENERAL CONDITIONS" C. THE CONTRACTOR SHALL FURNISH THE OWNER WITH FINAL APPLICATIONS FOR PAYMENT, A MINIMUM ONE YEAR WRITTEN GUARANTEE, WARRANTING ALL WORK IN ACCORDANCE WITH THE PROVISIONS OF THE GENERAL CONDITIONS. D. THE OWNER RESERVES THE RIGHT TO WAIVE IRREGULARITIES AND TO REJECT ANY AND ALL BID PROPOSALS. E. UNLESS NOTED OTHERWISE, DIRECTIVES ISSUED IN THE SPECIFICATIONS ARE ADDRESSED TO THE GENERAL CONTRACTOR. F. FURNISH ALL LABOR, MATERIALS, APPLIANCES, TRANSFORMATION AND SERVICES REQUIRED FOR SATISFACTORY COMPLETION OF THE WORK. G. INSPECT PREMISES AND VERIFY EXISTING CONDITIONS AND DIMENSIONS. REPORT ERRORS OR INCONSISTENCIES TO THE ARCHITECT AND PROJECT MANAGER BEFORE ANY WORK IS DONE. FAILURE TO DO SO RELIEVES ARCHITECT, PROJECT MANAGER AND OWNER OF RESPONSIBILITY FOR CORRECTION OF RESULTING PROBLEMS. H. OWNER RESERVES THE RIGHT TO INSTALL STORE FIXTURES, TO WORK OR TO USE A PORTION OF THE CONSTRUCTION AREA AFTER SUBSTANTIAL COMPLETION BY THE CONTRACTOR. SUCH OCCUPANCY SHALL IN NO WAY IMPLY ACCEPTANCE OF ANY PART OF THE WORK. I. SUBMIT LIEN RELEASES COVERING ALL LABOR, MATERIALS AND OTHER COSTS INCURRED AS A PART OF THE WORK, INCLUDING SUBCONTRACTORS LABOR AND MATERIALS AT APPLICATION FOR PAYMENT PER CONTRACT. J. PERFORM ALL CUTTING, PATCHING, REPAIRING, AND RESTORING NECESSARY TO COMPLETE THE WORK AND RESTORE DAMAGED ADJACENT SURFACES RESULTING FROM THE WORK TO ORIGINAL CONDITIONS TO THE SATISFACTION OF OWNER, PROJECT MANAGER AND ARCHITECT. K. CONCEAL, OR ENCASE AND FINISH, ALL PIPE, CONDUITS, DUCTS, VENTS, ETC,, IN PUBLIC AREAS UNLESS OTHERWISE NOTED. L. THE ADJACENT PREMISES INTEND TO REMAIN IN BUSINESS THROUGHOUT THE WORK. PROTECT THE PUBLIC AND STORE EMPLOYEES BY UTILIZING TEMPORARY BARRICADE ETC. AS REQUIRED. 1.02 DEFINITIONS A. THE TENANT - GUESS? B. OWNER - GUESS ?, INC. C. ARCHITECT - THE FIRM THAT PREPARED THE DRAWINGS D. PROJECT MANAGER - THE OWNER'S DESIGNATED CONSTRUCTION COORDINATOR E. CONTRACTOR - THE OWNER'S GENERAL CONTRACTOR AND /OR SUBCONTRACTORS F. LANDLORD - MALL OR BUILDING MANAGEMENT DESIGNATED REPRESENTATIVE. 1.03 PERMITS, INSURANCE, CODES, TESTS AND INSPECTIONS A. CONFORM TO STATE, NATIONAL AND MUNICIPAL BUILDING AND SANITARY LAWS, CODES, REGULATIONS, AND ALL LANDLORD REQUIREMENTS. B. OBTAIN ALL NECESSARY PERMITS, INSPECTIONS, INSURANCE, LICENSES AND PAY ALL LEGAL FEES WHICH SHALL FORM A PART OF THE WORK, INCLUDING THE COST OF PLUMBING, HVAC AND ELECTRICAL TESTS, INSPECTIONS AND SERVICE CHARGES. C. MAINTAIN SAFETY AMONG PERSONS PERFORMING THE WORK IN ACCORDANCE WITH CURRENT STANDARDS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT. NEITHER THE OWNER, PROJECT MGR., NOR THE ARCHITECT SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, OR TECHNIQUES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE OWNER, PROJECT MANAGER AND ARCHITECT SHALL BE HELD HARMLESS FOR ANY ACCIDENT, INJURY OR ANY OTHER INCIDENT RESULTING FROM NON - COMPLIANCE WITH THE STANDARDS MENTIONED ABOVE. 1.04 DRAWINGS AND SPECIFICATIONS A. THE DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY. ANY REQUIREMENT FOUND IN ONE SHALL APPLY AS IF FOUND IN BOTH. IF ONE IS MORE STRINGENT THAN THE OTHER, THEN THE MORE STRINGENT SHALL APPLY. B. REFER CONTRADICTIONS OR ERRORS IN DRAWINGS OR SPECIFICATIONS TO THE ARCHITECT OR PROJECT MANAGER FOR CLARIFICATION. C. DO NOT MAKE ANY CHANGE TO DRAWINGS OR SPECIFICATIONS, EXCEPT AS INDICATED ABOVE. USE DIMENSIONS NOTED ON THE DRAWINGS, OR CALCULATED FROM SAID DIMENSIONS. DO NOT SCALE DRAWINGS. D. THE CONTRACTOR FOR EACH BRANCH OF CONSTRUCTION SHALL TAKE FIELD MEASUREMENTS AT THE SITE BEFORE COMMENCEMENT OF THE WORK. E. PROVIDE AND UPDATE A COMPLETE RECORD SET (AS- BUILT) OF PRINTS. CORRECT DAILY TO SHOW EVERY CHANGE FROM ORIGINAL DRAWINGS AND SPECIFICATIONS. AT THE COMPLETION OF THE WORK, DELIVER SET TO THE OWNER'S PROJECT MANAGER, PER THE CONTRACT. 1.05 TEMPORARY FACILITIES A. PAY FOR ALL ELECTRIC, WATER, SANITARY AND OTHER SERVICES REQUIRED TO PERFORM THE WORK. 1.06 PROTECTION OF PUBLIC AND ADJOINING PROPERTY A. CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF ALL WORK FROM DAMAGE. PROTECT THE OWNER'S PROPERTY, ADJACENT PROPERTY AND PUBLIC PROPERTY FROM DAMAGE DUE TO THE WORK. CORRECT ANY SUCH DAMAGE OR INJURY. B. THE CONTRACTOR ASSUMES ALL RISKS OF DAMAGE TO OR FAILURE OF THE WORK, AND ALL RISKS OF ACCIDENTS FROM WHATEVER CAUSE ARISING UNTIL THE WORK IS COMPLETE AND ACCEPTED BY THE OWNER /TENANT. C. THE CONTRACTOR AGREES TO PROTECT, DEFEND, INDEMNIFY AND HOLD HARMLESS THE OWNER, PROJECT MANAGER AND THE ARCHITECT AGAINST ALL LOSSES, COSTS, OR DAMAGE ON ACCOUNT OF ANY INJURY TO PERSONS OR PROPERTY IN THE PERFORMANCE OF THIS CONTRACT. 1.07 DAMAGE TO OTHER WORK A. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL DAMAGE OR INJURY CAUSED TO THE WORK OF OTHER CONTRACTORS. PROMPTLY REPAIR SAID DAMAGES AT CONTRACTOR'S EXPENSE. B. IN CASE OF FAILURE TO CORRECT SAID DAMAGES, THE CONTRACTOR SHALL HAVE THE COST OF CORRECTING THEM DEDUCTED FROM HIS CONTRACT AMOUNT. C. FAILURE OF THE CONTRACTOR TO CORRECT DAMAGE TO THE WORK OF OTHER CONTRACTORS SHALL NOT EXCUSE SUCH OTHER CONTRACTORS FROM FINISHING THEIR PORTION OF THE WORK. 1.08 CHANGES TO CONTRACT A. SPECIFY THE PROPOSED VARIATION, THE CHANGE TO CONTRACT AMOUNT, IF ANY, AND THE REASON FOR MAKING IT. PROCEED ONLY AFTER AUTHORIZATION BY THE PROJECT MANAGER OR OWNER. B. NO CLAIM FOR CHANGES TO THE CONTRACT WILL BE APPROVED UNLESS A PRICE HAS BEEN AGREED UPON IN ADVANCE. ADDITIONAL WORK MUST BE APPROVED IN WRITING BY THE OWNER /PROJECT MANAGER PRIOR TO WORK BEING EXECUTED. C. CALCULATE CHANGES TO THE CONTRACT AT SAME PERCENTAGES FOR OVERHEAD AND PROFIT AS IN ORIGINAL CONTRACT. 1.09 TAXES A. PAY ALL SALES TAXES, SOCIAL SECURITY TAXES AND ANY OTHER TAXES REQUIRED BY LOCAL, STATE, OR FEDERAL GOVERNMENTS. HOLD THE OWNER, PROJECT MANAGER AND ARCHITECT HARMLESS AGAINST SAME. 1.10 CONSTRUCTION CLEANUP A. KEEP PREMISES FREE FROM SURPLUS MATERIAL, DIRT AND RUBBISH DURING THE WORK. B. UPON COMPLETION OF THE WORK, REMOVE ALL TOOLS, SCAFFOLDING, DEBRIS, ETC. FROM THE BUILDING. LEAVE INTERIOR AND EXTERIOR OF THE PREMISES CLEAN, INCLUDING CLEANING OF ALL GLASS, FIXTURES, ETC. C. ALL CASEWORK AND STORE FIXTURES TO BE BLANKET WRAPPED. TOP SURFACE OF CASEWORK & FIXTURES ARE TO BE KEPT CLEAR OF TOOLS AND MATERIALS & PROTECTED FROM DAMAGE DURING WORK. 1.11 RIGHT TO TERMINATE THE CONTRACT A. THE OWNER SHALL HAVE THE AUTHORITY TO TERMINATE THE CONTRACT IF CONTRACTOR NEGLECTS THE WORK OR FAILS TO PERFORM THE PROVISIONS OF THE CONTRACT. THE OWNER SHALL GIVE CONTRACTOR SEVEN DAY'S WRITTEN NOTICE PRIOR TO TERMINATION. CONTRACTOR SHALL BE PAID FOR ALL WORK COMPLETED WITHIN TEN DAYS OF TERMINATION. 1.12 PRELIMINARY OPERATION A. CONTRACTOR SHALL ALLOW ALL COMPLETED AND OPERABLE EQUIPMENT TO BE OPERATED BY TENANT /OWNER FOR ACCEPTANCE. 1.13 SERVICE A. PROVIDE SERVICE ON ENTIRE SYSTEMS FOR A PERIOD OF ONE YEAR FROM DATE OF COMPLETION. PROVIDE ALL PERIODIC MAINTENANCE NECESSARY FOR PEAK EFFICIENCY OF ALL PHASES OF THESE SYSTEMS, TO INCLUDE OPERATIONAL AND PREVENTATIVE MAINTENANCE. 1.14 GUARANTEE A. GUARANTEE THAT ALL MATERIALS ARE THE TYPE AND GRADE SUITABLE FOR ITS USE, THAT ALL LABOR WILL BE OF SUITABLE SKILL, THAT ALL WORK WILL BE PERFORMED IN A WORKMANLIKE MANNER AND WILL BE IN GOOD CONDITION AT DATE OF COMPLETION. B. THE CONTRACTOR GUARANTEES ALL WORK FOR A MINIMUM PERIOD OF ONE YEAR AFTER COMPLETION AND THE ACCEPTANCE BY THE OWNER, INCLUDING IMMEDIATE REPAIRS. C. CORRECT ALL DEFECTS WHICH MAY APPEAR IN THE WORK WITHIN ONE YEAR AFTER ITS COMPLETION ARISING FROM DEFECTIVE OR IMPROPER MATERIAL OR WORKMANSHIP. REPLACE OR REPAIR ANY PART OF THE WORK WHICH IS DAMAGED OR DISTURBED AS A RESULT OF SAID CORRECTION. D. A MANUFACTURER'S WARRANTY ON ANY ITEM SHALL NOT RELIEVE THE CONTRACTOR FROM FULL RESPONSIBILITY FOR ADEQUATE FUNCTION /OPERATION OF SAID GUARANTEE /WARRANTY ITEMS ABOVE, E. WARRANTIES OF MATERIALS AND WORKMANSHIP SHALL BE WRITTEN TO THE BENEFIT OF BOTH OWNER AND TENANT /PROJECT MANAGER PRIOR TO FINAL PAYMENT. DIVISION 2 - SITE WORK (REFER TO DRAWINGS FOR EXTENT OF ANY INCIDENTAL WORK REQUIRED) DIVISION 3 - CONCRETE (REFER TO DRAWINGS FOR EXTENT OF ANY INCIDENTAL WORK REQUIRED) 3.01 GENERAL REFER TO PLAN FOR NEW SLAB REQUIREMENTS. IF EXISTING, PATCH AND REPAIR AS REQUIRED. EXISTING SUPPORTED FLOOR TO BE CORED AS REQUIRED AND INDICATED. MATCH THE FOLLOWING: A. CONCRETE: READY -MIXED CONCRETE, ASTM C94/C94M -06. B. MATERIALS: 1. PORTLAND CEMENT, TYPE 1: ASTM C150 -05. 2. FINE AGGREGATE ASTM C33 -03. 3. COARSE AGGREGATE: TABLE 11, SIZE 57, ASTM 33 -03. 4. WATER: CLEAN AND POTABLE. 5. BAR REINFORCEMENT: GRADE 40, ASTM A615/615M -06a. 6. WIRE FABRIC REINFORCEMENT: ASTM Al85/A185 -06el. C. ADMIXTURES: POZZOLITH OR EQUAL, AS MANUFACTURED BY MASTER BUILDERS CO. D. PROPORTION CONCRETE TO DEVELOP 3,000 PSI AT 28 DAYS AND HAVE A MAXIMUM SLUMP OF 4 1/2". E. MINIMUM CEMENT CONTENT: 5 1/2 BAGS (517 #) PER CUBIC YARD. NO WATER IS TO BE ADDED AFTER MIXING. F. REINFORCE CONCRETE SLABS WITH WELDED WIRE FABRIC, 6 X 6 - # 10 X 10, LAPPED 6" AT END SIDE LAPS. G. BAR REINFORCEMENT: SIZES AND PLACEMENT AS REQUIRED, CONTINUOUS AND LAPPED 24" AT SPLICES H. PROVIDE CORNER BARS AT CORNERS. I. PLACE 4" COMPACTED LAYER OF POROUS FILL UNDER THE CONCRETE SLAB, IF NOT FURNISHED BY OTHERS. J. BRING SUB GRADE TO SPECIFIED LEVEL, COMPACTED AND FINISHED SMOOTH. K. BEFORE PLACEMENT OF WIRE FABRIC AND CONCRETE, COVER FLOOR AREA WITH 6 MIL POLYETHYLENE VAPOR BARRIER, ALL LAPS WITH "ZERO PERM" TAPE. SEAL ALL PENETRATIONS AND PUNCTURES. L. SCREED SLABS TO THE LEVEL SHOWN ON THE DRAWINGS OR AS REQUIRED. M. FLOAT SLAB AND FINISH SURFACE WITH STEEL TROWEL AFTER WATER SHEEN HAS DISAPPEARED. DUSTING WITH DRY SAND ON CEMENT IS NOT PERMITTED. N. CURE SLABS WITH CHLORINATED RUBBER LIQUID MEMBRANE CURING /HARDENING COMPOUND: "CLEARBOND ", "CLEARSEAL ", "MASTERSEAL ", OR APPROVED EQUAL. 0. SLABS SHALL HAVE A MAXIMUM TOLERANCE OF 1 /8" IN 12" AND SHALL NOT VARY AT ANY POINT MORE THAN 1/8" ABOVE OR BELOW THE PLANE SURFACE. P. SLABS TO RECEIVE A GROUT BED FINISH SHALL BE WATER CURED FOR 7 DAYS WITHOUT USE OF CURING COMPOUND. Q. CONCRETE WORK SHALL NOT BE DONE WHERE TEMPERATURES ARE 49 DEGREES FAHRENHEIT OR LESS. R. THOROUGHLY CLEAN SLABS WHICH WILL REMAIN EXPOSED UPON COMPLETION OF WORK. AFTER CLEANING APPLY A SECOND COAT OF CURING /HARDENING COMPOUND TO THE EXPOSED CONCRETE. S. INCLUDE CONTROL JOINTS AT EACH COLUMN LINE AND NO MORE THAN 30' O.C. IN EACH DIRECTION. T. SEPARATE SLABS AT COLUMNS FROM REST OF SLAB WITH A 1 /4" ISOLATION JOINT IN "DIAMOND" PATTERN AT COLUMN. U. 2" THICK RIGID PERIMETER INSULATION SHALL BE INSTALLED WHEREVER NEW SLAB WORK ABUTS EXTERIOR WALLS. V. USE GROUT /ANCHORING CEMENT COMPLYING WITH ASTM Cl 107 TO SECURE INSERTS IN CORES. DIVISION 4 - MASONRY (REFER TO DRAWINGS FOR EXTENT OF ANY INCIDENTAL WORK REQUIRED) DIVISION 5 - STRUCTURAL AND MISC. METAL (REFER TO DRAWINGS FOR EXTENT OF ANY INCIDENTAL WORK REQUIRED) DIVISION 6 - CARPENTRY 6.01 - GENERAL A. ALL MATERIALS ABOVE THE CEILING SHALL BE NON - COMBUSTIBLE AS REQUIRED BY CODE. B. WOOD FRAMING SHALL BE USED ONLY FOR MINOR, MISCELLANEOUS BLOCKING OR AS SHOWN ON DRAWINGS, AND SHALL BE FIRE - RETARDANT TREATED LUMBER, C. MATERIALS SHALL BE NEW, AND WORK SHALL BE PERFORMED IN QUALITY WORKMANLIKE MANNER. D. LUMBER IN CONTACT WITH CONCRETE OR TERRAllO FLOORS SHALL BE PRESSURE TREATED. 6.02 FINISH CARPENTRY AND MILLWORK A. PROVIDE AND INSTALL ALL WORK SHOWN AND AS REQUIRED TO FINISH THE JOB. B. PERFORM CARPENTRY WORK TO THE BEST STANDARDS OF PRACTICE. LAY OUT WORK CAREFULLY TO PRODUCE RESULTS INTENDED BY DRAWINGS AND TO ACCOMMODATE WORK OF OTHER TRADES. C. INSTALL INTERIOR TRIM IN ACCORDANCE WITH A.W.I. STANDARDS. D. INTERIOR TRIM SHALL BE FIRE- RETARDANT TREATED TO COMPLY WITH LOCAL FLAME SPREAD OR OTHER CODES. WHERE WOOD IS USED AS SUBSTRATE FOR PLASTIC LAMINATE OR OTHER FINISH SURFACES, THE CONTRACTOR MAY SUBSTITUTE "DURAFLAKE FR" CLASS I FIRE -RATED PARTICLE BOARD BY WILLAMETTE INDUSTRIES, INC., OR APPROVED EQUAL. E. FINISH WOODWORK SMOOTH ON EXPOSED SURFACES, FREE FROM MACHINE MARKS OR DEFACEMENTS. SAND INTERIOR WOODWORK BY HAND AFTER ERECTED. MAKE ALL JOINTS NEATLY AND ACCURATELY. PROPERLY PROTECT COMPLETED FINISH WORK. DIVISION 7 - THERMAL AND MOISTURE PROTECTION (REFER TO DRAWINGS FOR EXTENT OF ANY INCIDENTAL WORK REQUIRED) 7.01 ROOFING A. ROOF PENETRATIONS AS REQUIRED, PERFORMED BY LANDLORD'S APPROVED ROOFER AS PART OF THE LANDLORD'S GENERAL CONTRACTOR'S CONSTRUCTION REQUIREMENTS WHEN APPLICABLE. B. STRUCTURALLY BRACE NEW OPENINGS AS REQUIRED, WITH EQUIPMENT CURBS AS SPECIFIED FOR MECHANICAL EQUIPMENT. ALL NEW ROOFING AND RELATED ACCESSORIES SHALL BE BY THE SAME MANUFACTURER, AND OF THE SAME TYPE AND SPECIFICATION AS THE ORIGINAL ROOF. PERFORM ALL ROOFING WORK BY INDIVIDUALS CERTIFIED BY THE ROOFING MANUFACTURER FOR SAID INSTALLATION. IF THE LANDLORD REQUIRES, THE ROOFING CONTRACTOR SHALL PROVIDE CERTIFICATION AFTER THE WORK IS COMPLETED THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 7.02 WATERPROOFING A. PROVIDE DEX -O -TEX BARRIER GUARD OR EQUAL 56 MIL MINIMUM THICKNESS WATERPROOF MEMBRANE UNDER ALL BATHROOM FLOORING INSTALLATIONS AND EXTEND UP SURROUNDING WALLS WITH A MINIMUM 6" HEIGHT. PROVIDE MANUFACTURER'S STANDARD 1 YEAR PRODUCT WARRANTY. DIVISION 8 - DOORS AND WINDOWS 8.01 STOREFRONT CLOSURE REFER TO DRAWINGS FOR COMPLETE SPECIFICATIONS A. SUBMITTALS: INCLUDE FABRICATION METHODS, FINISHING, HARDWARE, ACCESSORIES, AND INSTALLATION RECOMMENDATIONS. B. STOREFRONT HARDWARE TO INCLUDE THE FOLLOWING: 1. PROVIDE MANUFACTURER'S ANCHORAGE AND FASTENERS CONCEALED EXCEPT AS OTHERWISE REQUIRED. FINISH HEAD OR EXPOSED FASTENERS TO MATCH ADJACENT METAL FINISHES. 2. PROVIDE HEAVY -DUTY HARDWARE UNITS; METAL AND FINISH FOR EXPOSED PARTS TO MATCH FINISH OF EXPOSED FITTINGS. 3. PROVIDE EMERGENCY /PANIC HARDWARE IF REQUIRED BY CODE. C. PROVIDE SHOP DRAWINGS TO INCLUDE ELEVATIONS, HARDWARE MOUNTING HEIGHTS, DETAIL SECTIONS OF FITTINGS, ANCHORAGE, REINFORCEMENTS. D. IT SHALL BE THE GENERAL CONTRACTOR RESPONSIBILITY TO FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION. 8.02 DOORS, TRIM AND FRAME A. DOORS, TRIM, AND FRAME (SEE DOOR SCHEDULE ELSEWHERE ON DRAWINGS FOR DOOR AND FRAME TYPES) 1. FINISH NOTED ON DOOR SCHEDULE OCCURS ON BOTH SIDES OF DOOR AND FRAME UNLESS OTHERWISE NOTED. 2. UNLESS SHOWN OTHERWISE, DOOR LOCATIONS NOT DIMENSIONED SHALL BE LOCATED 3" FROM FINISHED WALL CORNER TO EDGE OF DOOR. 3. ALL WOOD DOORS SHALL BE PAINT GRADE BIRCH UNLESS OTHERWISE NOTED. 4. ALL INTERIOR DOORS SHALL BE THICKNESS AS SHOWN ON DRAWINGS. 5. ALL INTERIOR DOORS WITH FIRE RATING SHALL HAVE LABEL ATTACHED TO DOOR EDGE. 6. EXIT OR EXTERIOR SURFACE DOOR, WHERE REQUIRED TO BE PROVIDED BY GENERAL CONTRACTOR, SHALL BE 1 3/4" THICK FLUSH METAL DOOR IN METAL FRAME. 7. ALL WOOD TRIM SHALL BE "CUSTOM" GRADE SOFTWOOD AS DEFINED BY A.W.I. UNLESS OTHERWISE NOTED. 8. ALL HOLLOW METAL FRAMES SHALL BE KNOCK -DOWN TYPE. 9. ACCESS DOORS IN GYPSUM BOARD CEILINGS SHALL BE AS MANUFACTURED BY ACUDOR OR EQUAL AND SHALL BE METAL CONCEALED TYPE FULLY TAPED -IN AND PAINTED TO MATCH THE ADJACENT SURFACE. DOORS SHALL BE FIRE -RATED WHERE REQUIRED. B. INSTALL DOORS AND HARDWARE SO DOORS SWING QUIETLY AND FREELY ON THEIR HINGES, AND CLOSE ACCURATELY AGAINST STOPS WITHOUT BINDING. LATCH BOLTS MUST ENGAGE POSITIVELY WITH STRIKES WHEN DOORS ARE CLOSED. DOORS WITHOUT CLOSERS MUST REMAIN STATIONARY IN ANY POSITION WITHOUT INDEPENDENT MOTION. C. DOOR HARDWARE (SEE DOOR SCHEDULE ON DRAWING FOR HARDWARE GROUPS) 1. NO EXTRA COST WILL BE ALLOWED BECAUSE OF CHANGES OR CORRECTIONS NECESSARY FOR PROPER INSTALLATION OF HARDWARE OR FURNISHING NECESSARY HARDWARE. 2. CHECK DOOR THICKNESS, DETAILS OF TRIM, CLEARANCES FOR HINGES, STRIKES, CLOSERS, FASTENERS REQUIRED AND FIRE RATING REQUIREMENTS BEFORE COMMENCING WITH HARDWARE INSTALLATION. 3. PROVIDE PANIC HARDWARE WHERE REQUIRED ON ALL SERVICE EXIT DOORS IN ACCORDANCE WITH LOCAL CODES. 4. CONTRACTOR SUPPLIED HARDWARE TO INCLUDE ALL REQUIRED SCREWS, BOLTS, AND FASTENERS NECESSARY FOR INSTALLATION. 8.03 GLASS AND GLAZING A. COMPLY WITH FGMA "GLAZING MANUAL" AND "SEALANT MANUAL ". ALL GLAZING SHALL CONFORM TO THE FOLLOWING STANDARDS: 1. PRIME NON - PROCESSED GLASS: F5 DD -G -451 2. HEAT - TREATED GLASS: FS DD -G -1403 3. CPSC SAFETY GLASS: 16 CFR 1201 4. ANSI SAFETY GLAZING: ANSI Z97.1 B. TEMPERED FLOAT GLASS SHALL BE GRADE B, STYLE 1, TYPE 1, QUALITY Q3, CLASS 1, CLEAR IN THICKNESS INDICATED. C. ALL EXPOSED EDGES OF GLASS TO BE GROUND SMOOTH AND POLISHED BEFORE TEMPERING. 1 /4" GAP BUTT JOINTS ARE TYPICAL UNLESS OTHERWISE NOTED. D. ALL MIRROR GLASS SHALL BE 1/4" QUALITY Q2 CLEAR FLOAT GLASS; FULL SILVER COATING, COPPER COATING, AND ORGANIC COATING. DIVISION 9 - FINISHES 9.01 GYPSUM DRYWALL AND PARTITIONS A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, ETC. NECESSARY TO COMPLETE THE WORK OF THIS SECTION IN ACCORDANCE WITH THE DRAWINGS. THIS WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: 1. METAL STUD AND GYPSUM DRYWALL PARTITIONS, INCLUDING METAL FURRING AND METAL FRAMING. 2. METAL FURRING AND GYPSUM DRYWALL CEILINGS AND ENCLOSURES FOR PIPES, DUCTS AND CONDUITS. 3. CORNER BEADS, CASING BEADS, FASTENERS, AND RELATED ITEMS FOR GYPSUM BOARD WORK. 4. TAPING, SPACKLING AND SEALANT FOR JOINTS IN GYPSUM BOARD. 5. INSTALL GYPSUM BOARD IN ALL RATED ASSEMBLIES WITH CORRECT ORIENTATION AS INDICATED IN DETAILS. 6. USE MOISTURE RESISTANT GYPSUM BOARD TO HEIGHT OF 4' IN ALL BATHROOMS, AROUND ALL MOP SINKS, EXTERIOR EXPOSURES, AND OTHER LOCATIONS SUSCEPTIBLE TO MOISTURE. B, SOFFIT AND STOREFRONT FRAMING SHALL BE SELF- SUPPORTING, CONSTRUCTED OF STRUCTURAL METAL STUDS AND DIAGONALLY BRACED AS INDICATED ON DRAWINGS. C. METAL STUDS SHALL BE PLACED 16" O.C. UNLESS OTHERWISE NOTED. WOOD STUDS SHALL BE USED ONLY FOR MINOR, MISCELLANEOUS BLOCKING OR AS SHOWN ON DRAWINGS AND SHALL BE FIRE - RETARDANT TREATED LUMBER. D. METAL STUDS AND TRACKS: COLD ROLLED FORMED CHANNELS OF NOT LESS THAN 22 GAUGE GALVANIZED STEEL, OF STANDARD WIDTHS AS INDICATED WITH HOLES FOR ELECTRICAL CONDUIT. METAL STUDS INDICATED AS "STRUCTURAL" SHALL CONFORM TO SIZE /GAUGE AS SPECIFIED IN DETAILS AND SECTIONS. E. FASTENERS: SELF - DRILLING, SELF- TAPPING SCREWS OF CADMIUM - PLATED STEEL. 1 1/8" FOR SINGLE PLY, 2" FOR DOUBLE PLY GYPSUM BOARD, F. HANGER WIRE: 8 GAUGE GALVANIZED AND 16 GAUGE GALVANIZED TIE WIRE OR U.S.G. CLIP ANCHORAGE, OR EQUAL. G. GYPSUM WALLBOARD: AS MANUFACTURED BY U.S. GYPSUM, BESTWALL GYPSUM CO. OR NATIONAL GYPSUM CO. WALL BOARD SHALL HAVE TAPERED EDGES AND SHALL BE 5/8" THICK. USE MAXIMUM LENGTHS OF WALLBOARDS TO MINIMIZE NUMBER OF JOINTS. TYPES OF WALLBOARD INCLUDE: U.S.G. WR GYPSUM BOARD AND U.S.G. FIRECODE "X" GYPSUM BOARD, 5/8" THICK. H. CASING AND CORNER BEADS: STANDARD GALVANIZED BEADS OF TYPES RECOMMENDED BY THE WALLBOARD MANUFACTURER. (USG #200 -A AND "DURABEAD" OR EQUAL) I. JOINT COMPOUND AND TAPE: AS RECOMMENDED BY WALLBOARD MANUFACTURER. J. LAMINATING ADHESIVES: AS RECOMMENDED BY WALLBOARD MANUFACTURER. K. ACOUSTIC SEALANT: TREMCO MANUFACTURING CO. L. COORDINATE METAL STUD LAYOUT WITH OTHER TRADES. M. WALLBOARD INSTALLATION, ACCESSORIES AND TAPING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. INSTALL SEALANT AROUND ALL PERIMETERS. N. PROVIDE METAL STUD BLOCKING BEHIND ALL SIGNS, FIXTURES, ETC. WHERE INDICATED OR AS REQUIRED. 0. WORKMANSHIP 1. ALL WORK SHALL BE SKILLFULLY FRAMED, BRACKETED, ANCHORED, AND SECURED IN THE BEST AND STRONGEST MANNER, TRUE AND PLUMB, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NOT LESS THAN REQUIRED BY CODE. 2. GYPSUM PANEL SURFACES SHALL BE ISOLATED WITH CONTROL JOINTS (USG #093 OR EQUAL) WHEREVER: a. PARTITION ABUTS A STRUCTURAL ELEMENT (EXCEPT FLOOR). 6, PARTITION RUN EXCEEDS 30 LINEAR FEET. 9.02 SHEET VINYL FLOORING AND COVE BASE A. PRODUCTS 1. SHEET VINYL FLOOR COVERING AS SPECIFIED IN FINISH SCEDULE B. INSTALLATION ACCESSORIES 1. TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATEX- MODIFIED, PORTLAND CEMENT- OR BLENDED HYDRAULIC CEMENT -BASED FORMULATION PROVIDED OR APPROVED BY FLOOR COVERING MANUFACTURER FOR APPLICATIONS INDICATED. 2. ADHESIVES: WATER - RESISTANT TYPE RECOMMENDED BY MANUFACTURER TO SUIT SHEET VINYL FLOOR COVERING AND SUBSTRATE CONDITIONS INDICATED. 3. HEAT- WELDING BEAD: SOLID- STRAND PRODUCT OF FLOOR COVERING MANUFACTURER FOR HEAT - WELDING SEAMS. A. COLOR: MATCH COLOR AND PATTERN OF SHEET VINYL FLOOR COVERING 4. CHEMICAL BONDING COMPOUND: PRODUCT OF FLOOR COVERING MANUFACTURER FOR CHEMICALLY BONDING SEAMS. 5. COVE STRIP: 1 -INCH- (25.4 -MM -) RADIUS SUPPORT FOR INTEGRAL FLASH COVE BASE PROVIDED OR APPROVED BY FLOOR COVERING MANUFACTURER. 6. COVE -BASE CAP STRIP: SQUARE METAL, VINYL, OR RUBBER CAP FOR INTEGRAL FLASH COVE BASE PROVIDED OR APPROVED BY FLOOR COVERING MANUFACTURER. 7. METAL EDGE STRIPS: EXTRUDED ALUMINUM WITH MILL FINISH OF WIDTH SHOWN, OF HEIGHT REQUIRED TO PROTECT EXPOSED EDGE OF FLOOR COVERINGS, AND IN MAXIMUM AVAILABLE LENGTHS TO MINIMIZE RUNNING JOINTS C. INSTALLATION 1. MAINTAIN UNIFORMITY OF SHEET VINYL FLOOR COVERING DIRECTION, AND MATCH EDGES FOR COLOR SHADING AND PATTERN AT SEAMS. 2. ARRANGE FOR A MINIMUM NUMBER OF SEAMS AND PLACE THEM IN INCONSPICUOUS AND LOW-TRAFFIC ARE B AS BUT IN NO CASE LESS THAN 6 INCHES 150 MM) AWAY ) Y A FROM PARALLEL JOINTS IN FLOORING SUBSTRATES. 3. WHERE INDICATED, COVE SHEET VINYL FLOOR COVERINGS UP VERTICAL SURFACES, OVER COVE SUPPORT STRIP, TO FORM INTEGRAL BASE OF HEIGHT INDICATED, WITH TOP EDGE BUTTED AGAINST AND COVERED BY CAP MOLDING. 9.03 CEILING A. PROVIDE SUSPENDED CEILING SYSTEM WHEN INDICATED ON DRAWINGS AS HEREAFTER SPECIFIED. B. ACOUSTICAL TILE: 24" X 48" OR 24" X 24" X 5/8" THICK HEAVY DENSITY CLASS "A" NON - COMBUSTIBLE MINERAL FIBER PRODUCT FOR LAY -IN CEILING CONSTRUCTION, PATTERN AS DESCRIBED ON THE DRAWINGS. INSTALL ALL TILES FREE OF CHIPS AND SCRATCHES. - SEE FINISH SCHEDULE. C. ACOUSTICAL GRID SYSTEM: AS NOTED ON FINISH SCHEDULE AND SHALL CONFORM TO REQUIREMENTS OF THE STANDARD HEAVY DUTY (SINGLE TEE) STRUCTURAL CLASSIFICATION ESTABLISHED BY THE ACOUSTICAL MATERIALS ASSOCIATION. ALL EXPOSED SURFACES SHALL RECEIVE A STANDARD BAKED ENAMEL FINISH TO MATCH FINISH SCHEDULE ON THE DRAWINGS. D. FIRE -RATED CEILING: WHERE REQUIRED BY THE DRAWINGS OR WHERE REQUIRED TO CONFORM TO FIRE RATING REGULATIONS OF THE LOCAL BUILDING AUTHORITY, PROVIDE HOLD DOWN CLIPS FOR CEILING TILE OR ANY OTHER ACCESSORIES REQUIRED FOR A COMPLETE FIRE -RATED INSTALLATION. E. INSTALLATION OF CEILING SHALL BE THE PATTERN INDICATED ON THE REFLECTED CEILING PLAN AND SHALL COORDINATE WITH MECHANICAL, ELECTRICAL AND SPRINKLER SYSTEM REQUIREMENTS. F. HANG ALL SUPPORTED ITEMS WITH WIRES OF SIZE AND SPACING TO SUPPORT THE CEILING SYSTEM AND ALL OTHER WORK. IN NO CASE SHALL HANGER WIRES BE MORE THAN 4' -0" O.C. DO NOT SUSPEND WIRES FROM DUCTWORK, SPRINKLER, OR OTHER PIPING, OR METAL DECK ABOVE. ANCHOR SECURELY TO STRUCTURE ABOVE. USE "TRAPEZE" SUPPORTS ANCHORED TO STRUCTURE ABOVE, TO SUPPORT HANGER WIRES BELOW LARGE DUCTWORK, ETC. WHERE ELECTRICAL FIXTURES ARE SHOWN TO BE SUPPORTED BY A POWER TRACK, THE TRACK SHALL BE SUPPORTED BY 1/4" ROUND RODS. THE CEILING INSTALLER SHALL INSTALL FOUR (4) HANGER WIRES (ONE IN EACH CORNER) AT EACH FLUORESCENT FIXTURE, AS LOCATED ON THE REFLECTED CEILING PLAN. 01 9.04 STONE TILE A. SECTION REQUIREMENTS 1. STATIC COEFFICIENT OF FRICTION: NOT LESS THAN 0.6. 2. DO NOT SET STONE PAVING OR FLOORING WHEN AIR OR MATERIAL TEMPERATURE IS BELOW 50 F B. PRODUCTS 1. STONE AS SPECIFIED IN THE FINISH SCHEDULE 2. MORTAR A. MORTAR FOR STONE PAVING AND FLOORING: TYPE N FOR INTERIOR USE. B. MASONRY CEMENT 3.. GROUT AS SPECIFIED IN THE FINISH SCHEDULE A. GROUT JOINTS TO BE HELD AS TIGHT AS POSSIBLE WITH 1/16" MAX JOINTS. 4. ACCESSORIES A. FLOOR SEALER: COLORLESS, SLIP- AND STAIN- RESISTANT SEALER NOT AFFECTING COLOR OR PHYSICAL PROPERTIES OF STONE SURFACES. 5. STONE FABRICATION A. CUT STONE TO FIT STONE PATTERN INDICATED AND TO MINIMIZE FIELD CUTTING. C. EXECUTION 1. INSTALLATION A. REMOVE SUBSTANCES FROM CONCRETE SUBSTRATES THAT COULD IMPAIR MORTAR BOND, INCLUDING CURING AND SEALING COMPOUNDS, FORM OIL, AND LAITANCE. B. EXECUTE STONEWORK BY SKILLED MECHANICS EXPERIENCED WITH THE KIND AND FORM OF STONE AND INSTALLATION METHOD INDICATED. C. FIELD -CUT STONE AS NECESSARY TO FIT AT OBSTRUCTIONS. PRODUCE TIGHT AND NEAT JOINTS. 2. INSTALLING STONE A. SATURATE CONCRETE WITH CLEAN WATER BEFORE PLACING SETTING BED. REMOVE SURFACE WATER BEFORE PLACING SETTING BED. B. APPLY CEMENT -PASTE SLUSH COAT BEFORE PLACING SETTING BED. LIMIT AREA OF SLUSH COAT TO AVOID ITS DRYING OUT. DO NOT EXCEED 1 /16 -INCH THICKNESS FOR SLUSH COAT. C. SPREAD AND SCREED SETTING BED TO UNIFORM THICKNESS AT ELEVATIONS REQUIRED FOR ACCURATE SETTING OF STONE. MIX AND PLACE ONLY AS MUCH MORTAR SETTING BED AS CAN BE COVERED WITH STONE BEFORE INITIAL SET. D. PLACE STONE BEFORE INITIAL SET OF CEMENT OCCURS. APPLY 1 /16 -INCH THICK, SLURRY BOND COAT TO BACK OF EACH STONE. E. TAMP AND BEAT STONE TO OBTAIN FULL CONTACT WITH SETTING BED. SET EACH UNIT IN A SINGLE OPERATION BEFORE INITIAL SET OF MORTAR. F. GROUT STONE JOINTS TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. FORCE GROUT INTO JOINTS, TAKING CARE NOT TO SMEAR GROUT ON ADJOINING STONE AND OTHER SURFACES. 3. CLEANING A. CLEAN STONE PAVING AND FLOORING AS WORK PROGRESSES. REMOVE MORTAR AND GROUT SMEARS B. CLEAN STONE PAVING AND FLOORING AFTER SETTING AND GROUTING ARE COMPLETE AND APPLY SEALER TO CLEANED STONE FLOORING. 9.05 PAINTING A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND OPERATIONS NECESSARY TO COMPLETE THE WORK OF THIS SECTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS WORK INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: 1. PRIMING UNPRIMED SURFACES TO BE PAINTED UNDER THIS SECTION. 2. PAINTING GYPSUM BOARD THAT WILL BE EXPOSED TO VIEW, EXCEPT WHERE OTHER FINISHES ARE REQUIRED. 3. FINISHING WOOD THAT WILL BE EXPOSED TO VIEW. 4. FINISH PAINTING OF SHOP PRIMED FERROUS METALS, SUCH AS HOLLOW METAL DOORS AND FRAMES, DOOR BUTTS AND MISCELLANEOUS FERROUS METALS. 5. PAINTING EXPOSED PIPES, CONDUIT AND OTHER MECHANICAL AND ELECTRICAL WORK IN ALL VISIBLE LOCATIONS, EXCEPT FACTORY FINISHED SURFACES. 6. INCIDENTAL PAINTING AND TOUCHING UP AS REQUIRED TO PRODUCE PROPER FINISH FOR ALL PAINTED SURFACES, INCLUDING FACTORY PAINTED ITEMS. B. APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, REGARDING APPLICATION OF MATERIAL AND PREPARATION OF SURFACES. C. PUT SUBSTRATE SURFACES IN PROPER CONDITION BY CLEANING, SANDING AND PUTTYING. PAINTING CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF UNSUITABLE SUBSTRATE, OR ASSUME THE RESPONSIBILITY FOR CORRECTING ANY UNSATISFACTORY FINISHES RESULTING. DO NOT LEAVE RUNS, DRIPS, ETC. SAND BETWEEN ALL COATS OF PAINT ON WOODWORK. D. PAINTS: COMMERCIAL GRADE, AS INDICATED ON THE FINISH SCHEDULE. *APPLY ADDITIONAL TOPCOATS BEYOND THE MINIMUM SPECIFIED BELOW AS REQUIRED TO PROVIDE ADEQUATE EVEN AND UNIFORM COVERAGE.* E. SCHEDULE: FERROUS METAL FIRST COAT: ENAMEL LATEX PRIMER SECOND COAT: ENAMEL LATEX THIRD COAT: ENAMEL LATEX EXPOSED GYP. BD. FIRST COAT: LATEX PRIMER SECOND COAT: LATEX UNLESS NOTED OTHERWISE THIRD COAT: LATEX UNLESS NOTED OTHERWISE WOOD TRIM FIRST COAT: INTERIOR TRIM PRIMER SECOND COAT: ENAMEL LATEX UNLESS NOTED OTHERWISE! ", THIRD COAT: ENAMEL LATEX UNLESS NOTED OTHERWISE F. WORK SHALL BE DONE BY SKILLED MECHANICS IN WORKMANLIKE MANNER, UNDER FAVORABLE CONDITIONS. MIXING, THINNING AND APPLICATION OF MATERIALS SHALL BE DONE ACCORDING TO MANUFACTURER'S DIRECTIONS. TINTING AND MATCHING OF COLORS TO THE SATISFACTION OF OWNER. PAINT SHALL BE THOROUGHLY MIXED BY STIRRING AND BOXING WHICH SHALL BE APPLIED EVENLY AND WITHOUT DEFECTS. G. AFTER COMPLETION OF WORK, CONTRACTOR AND OWNER SHALL MAKE DETAILED INSPECTION OF WORK. REFINISH ALL DISFIGURED PORTIONS TO PRODUCE AN ACCEPTABLE LIKE NEW FINISH. REMOVE ALL SPATTERING OF PAINT FROM ADJOINING WORK. 9.06 WALLCOVERING A. PRODUCTS 1. WALL COVERING AS INDICATED ON THE FINISH SCHEDULE B. INSTALLATION 9.07 CONCRETE SEALANT A. PRODUCTS 1. CONCRETE SEALANT SHALL BE AS SPECIFIED INTHE FINISH SCHEDULE B. INSTALLATION 1. COMPLY WITH MANUFACTURERS' WRITTEN INSTRUCTIONS FOR SURFACE PREPARATION AND INSTALLATION. CUT PANELS IN ROLL NUMBER SEQUENCE. CHANGE RUN NUMBERS AT PARTITION BREAKS AND CORNERS ONLY. 2. INSTALL SEAMS VERTICAL AND PLUMB, WITH NO HORIZONTAL SEAMS. 3. MATCH PATTERN 72 INCHES ABOVE FINISH FLOOR. 1. DIAMOND GRIND THE FLOOR TO REMOVE ANY SEALER, CURING COMPOUND, ADHESIVES, ETC. AND TO OPEN THE PORES OF THE CONCRETE 2. USE URETHANE BASED CAULK FOR CONTROL JOINTS AND FILLING CRACKS. 3. PATCH AREAS OF DAMAGED SLAB AS REQUIRED WITH "LEV- L- ASTIC" COMPOUNDING MANUFACTURED BY CGM BUILDING PRODUCTS. G.C. TO VERIFY PRIOR TO CONSTRUCTION START. 4. SAND SMOOTH ANY AREAS THAT WERE PATCHED AND VACUUM CLEAN AND DAMP MOP TO BECOME DUST FREE. 5. APPLY (2) COATS OF PRIMER AND (3) COATS OF SEALANT DIVISION 10 - SPECIALTIES - NONE DIVISION 11 - EQUIPMENT - NONE DIVISION 12 - FURNISHINGS - NONE DIVISION 13 - SPECIAL CONDITIONS - NONE DIVISION 14 - CONVEYING SYSTEMS - NONE DIVISION 15 - MECHANICAL SYSTEMS - SEE MECHANICAL SHEETS DIVISION 16 - ELECTRICAL SYSTEMS - SEE ELECTRICAL SHEETS SPECIFICATIONS CD U 44 t e Z CIO U 04 P p4 C IJ PROJECT TEAM: Architect: Epoch Design Group, Inc 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, All. RIGHTS RESERVED. AUTHORIZATION PROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENTIS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS. THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT, REUSE OF ANY PORTION OP THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS-BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBUGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE AU. DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. P ROFESSIIQ,NAL #SEA -. REG HI : CT PROJECT TITLE: SHEET TITLE: RANDALL A. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL 913 - 322 -5150 FAX: 913- 322 -5155 CD a O W LLj l_ d d Z I- Z W Q Q d C N ♦ W v RECEIVED CM( OF IUK;;iILA DEC 1 1 200/ o -F rvEi i VC14 I Cfj No.L Revision Description Date SPECIFICATIONS PROJECT NO.: SHEET NUMBER: 07073 DRAWN BY: KS ISSUE DATE: 11/13/07 C2.0 PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: PROJECT TITLE: SHEET TITLE: PROJECT NO.: 07073 DRAWN BY: D KS ISSUE DATE: 11/13/07 RANDALLA. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL: 913- 322 -5150 FAXI 913- 322 -5155 THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE THE REOPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS, THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH TF115 PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT • INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS CONDITIONS. THE RECIPIENT RETMNS THE OBUGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOOJMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOO1 DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSI AL SEAL:..._----- 1rGI3TE ED ethiVII d t I'4 tli 17� RECEIVED CITY OF TUKINILA 1Fr. 1 1 mu No.t\ Revision Description Date PARTIAL EXISTING CONDITIONS PLAN SHEET NUMBER: .0 GUESS? NO. 5089 SAINT LOUIS, MISSOURI 63132 1155 OLIVETTE EXECUTIVE PARKWAY SOUTHCENTER 1. THE EXTENT OF DEMOLITION IS AS SHOWN AND ALSO AS REQUIRED TO ALLOW FOR NEW 9. DISCONNECT ANY UTILITIES SERVING CONSTRUCTION OR EQUIPMENT THAT IS /ARE TO BE 16. DO NOT ABANDON ANY EXISTING UTILITIES OR EQUIPMENT IN PLACE THAT WILL NOT BE WORK AS INDICATED WITHIN THESE DOCUMENTS. DEMOLISHED PRIOR TO THE START OF THE WORK (COORDINATE W /LANDLORD'S RE -USED; REMOVE SUCH UTILITIES OR EQUIPMENT BACK TO THEIR SOURCE(S). DESIGNATED REPRESENTATIVE). 2. TAKE CARE DURING DEMOLITION OPERATIONS TO ENSURE THAT ALL STRUCTURE 17. THE G.C. SHALL FIELD VERIFY COLUMN LOCATIONS AND OTHER DIMENSIONS SHOWN REMAINING IS PROTECTED FROM DAMAGE. THE OWNER AND THE ARCHITECT ASSUME NO 10. ON A DAILY BASIS AND AT THE COMPLETION OF DEMOLITION OPERATIONS, THE SPACE ON THIS PLAN SHEET DURING DEMOLITION OPERATIONS, PRIOR TO THE START OF RESPONSIBILITY FOR THE ACTUAL CONDITION OF STRUCTURES TO BE DEMOLISHED. SHALL BE CLEARED OF ALL DIRT AND DEBRIS, THEREBY RETURNING THE SPACE AND ADJACENT CONSTRUCTION. AREAS TO CLEAN AND SAFE WORKING CONDITIONS. 3. ENSURE SAFE WORKING CONDITIONS FOR ALL PERSONS IN AND AROUND THE AREA OF 1 8. NOTIFY THE ARCHITECT AND THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD ANY DEMOLITION. CONDUCT ALL OPERATIONS IN SUCH A MANNER TO PREVENT DAMAGE OR 11. ALL ITEMS NOTED TO BE REMOVED SHALL BE DISPOSED OFF -SITE IN ACCORDANCE WITH DIMENSIONAL OR OTHER DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THE INJURY TO ADJACENT TENANT SPACES, BUILDINGS, STRUCTURES, OTHER FACILITIES AND THE LANDLORD'S DESIGNATED REPRESENTATIVE'S APPROVAL AND LOCAL GOVERNING SCOPE OF PROPOSED CONSTRUCTION BE DISCOVERED. REFER TO THE COMPLETE SET OF PERSONS. REGULATIONS. CONSTRUCTION DRAWINGS FOR THE SCOPE OF WORK. 4. REFER TO THE GENERAL NOTES ON THE COVER SHEET C1.0 FOR CONSTRUCTION 12. COORDINATE AND PAY FOR ALL FEES AND SERVICES ASSOCIATED WITH THE HAULING 19. REMOVE ALL EXISTING FLOORING MATERIALS DOWN TO THE BARE SLAB. WHERE THE BARRICADE REQUIREMENTS. AND DISPOSAL OF CONSTRUCTION DEBRIS. SLAB IS EXISTING, FEATHER AND PATCH THE SLAB AS NECESSARY TO ATTAIN SMOOTH AND FLUSH FLOORING TRANSITIONS. 5. PROVIDE SHORING, BRACING AND OTHER SUPPORT TO PREVENT MOVEMENT, SETTLEMENT 13. REFER TO THE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL OR COLLAPSE OF THE STRUCTURE TO BE DEMOLISHED AND TO PROTECT ANY ADJACENT DEMOLITION INFORMATION. 20. REMOVE ALL EXISTING PARTITIONS, CEILING FINISHES, DOORS, FRAMES, MILLWORK AND CONSTRUCTION THAT IS TO REMAIN. RELATED ITEMS THROUGHOUT THE SPACE, U.NO. 14. THE G.C. SHALL SAW CUT PORTIONS OF THE EXISTING SLAB FOR INSTALLATION OF NEW 6. COMPLY WITH ALL LANDLORD'S CONSTRUCTION REQUIREMENTS DURING DEMOLITION PLUMBING, ELECTRICAL AND COMMUNICATIONS SYSTEMS U.N.O. - REVIEW ARCHITECTURAL 21. REMOVE ANY EXISTING STORE FIXTURES, INCLUDING WALL CABINETS, SERVICE ISLAND OPERATIONS. AND ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. AND FLOOR FIXTURES, U.N.O. 7. REPAIR TO ANY AND ALL DAMAGE THAT MAY OCCUR TO ADJACENT CONSTRUCTION BY 15. THE G.C. SHALL COVER ANY EXISTING LANDLORD OR TENANT HVAC SYSTEM RETURN AIR 22. THE BOTTOM OF THE EXISTING DECK ABOVE IS 17' -8" ± A.F.F. DEMOLITION OPERATIONS IS TO BE PERFORMED PROMPTLY AND AT THE GENERAL INLETS OR TRANSFER OPENINGS FOR THE DURATION OF DEMOLITION AND CONSTRUCTION THE BOTTOM OF THE EXISTING STRUCTURE ABOVE IS 15'-11 ± A.F.F. CONTRACTOR'S SOLE EXPENSE. OPERATIONS, UNLESS OTHERWISE DIRECTED BY LANDLORD'S REPRESENTATIVE OR LOCAL AUTHORITY. 8. ALL EXISTING UTILITIES INDICATED TO REMAIN SHALL BE KEPT IN SERVICE AND PROTECTED FROM DAMAGE DURING DEMOLITION. 5 4 3 GENERAL DEMOLITION NOTES SCALE: SCALE: @'b I sE T Z g. v' u 124' -3%8' TO J EASE LINE H el 1111 1 23'- )2' n 30' -0" 30' -0" 24' -2" 5' -10" 1T . ;'>;s° �, 'IT1l 17s' ' ',f, " %/ �,�lT /; II `,:f."..' ' !:' '...I� ' 'IT1I!!" ! !!Ir A. A' �� ! ! !!! ..�! - ,` f ; ; ; ,` : /II" Tl : � � /721 _Z."71 2IllIfIllllfllllTll 11'.' : ■ ; ll. �/ .. < <, ;' ; ;'IT7I //, ,sl , .� .VIII I A' -L. y EXISTING NEUTRAL PIER TO REMAIN (SEE STOREFRONT DETAILS) EXISTING STRUCTURAL EXIST. METAL STUD DEMISING PARTITION - SEE SHEET A1.0 FOR NEW WORK REQ'D. ry , ° r`+ r? I 0 u L._. � COLUMN TO REMAIN - TYP. - - _ r 414-4/111 6 EXISTING MALL COLUMN TO REMAIN (SEE STOREFRONT DETAILS) LEASE LINE EXISTING STRUCTURAL COLUMNS TO REMAIN TYP. - EXIST. METAL STUD DEMISING PARTITION - SEE SHEET A1.0 FOR NEW WORK REQ'D. I F EXISTING STRUCTURAL - - a TE : F n LO V I -r1 6.6 r.. .v .... / /// v SECTION OF EXISTING WALL TO BE COLUMNS TO REMAIN TYP. - EXISTING A REMOVED TO ACCEPT NEW DOOR STRUCTURAL BRACE TO REMAIN - TYP. EXIST. METAL STUD DEMISING PARTITION - SEE SHEET A1.0 FOR NEW WORK REQ'D. r 2 1I 0 / �! " r :rTLZ�7T,J . ��7 rr 7rr r r .r A r i � I " .2 r 1 �" " r r 'FM r. �:� iii I r! Ll � ! ! Jr �G II i ; 1 I �/ /! ! lLUIL!! /// !!!!! �" V 74 /!!!i! .�� � ���! or Au. I friiri �� IIII � % ! A: / / // iili /// / /JJ „ � ---....,, 7.6 O � II TO (SEE NEUTRAL PIER 75I -8 � ' I IL ^ O 78' -7" Z A Q 'D z Z- STOREFRONT DETAILS) EXISTING v , .. Q W 6 v7 V STRUCTURAL COLUMN TO REMAIN - TYP. 20 PARTIAL EXISTING CONDITIONS PLAN SCALE: 1 /4" = 1' - PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: PROJECT TITLE: SHEET TITLE: PROJECT NO.: 07073 DRAWN BY: D KS ISSUE DATE: 11/13/07 RANDALLA. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL: 913- 322 -5150 FAXI 913- 322 -5155 THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE THE REOPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS, THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH TF115 PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT • INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS CONDITIONS. THE RECIPIENT RETMNS THE OBUGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOOJMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOO1 DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSI AL SEAL:..._----- 1rGI3TE ED ethiVII d t I'4 tli 17� RECEIVED CITY OF TUKINILA 1Fr. 1 1 mu No.t\ Revision Description Date PARTIAL EXISTING CONDITIONS PLAN SHEET NUMBER: .0 GUESS? NO. 5089 SAINT LOUIS, MISSOURI 63132 1155 OLIVETTE EXECUTIVE PARKWAY SOUTHCENTER o ;.4 • U U g N PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE REORIENT OF THE DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS, THE DOCUMENT IS TO BE U ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER ORCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS-BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK- EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WANE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROJECT TITLE: No.2 Revision Description Date SHEET TITLE: PROJECT NO.: 07073 DRAWN BY: D KS ISSUE DATE: 11/13/07 RANDALL A. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL 913- 322 -5150 FAX: 913- 322 -5155 5519 "4k 5 I 8 2 ���ISTI =��© ARCHITECT RECEIVED C11Y uF �•a'IT 17EC 1 1 ZOO/ rimnivi E_ rn NN M al al Z LU ON 0- (l W I- PARTIAL EXISTING CONDITIONS PLAN SHEET NUMBER: . 1. THE EXTENT OF DEMOLITION IS AS SHOWN AND ALSO AS REQUIRED TO ALLOW FOR NEW 9. DISCONNECT ANY UTILITIES SERVING CONSTRUCTION OR EQUIPMENT THAT IS /ARE TO BE 16. DO NOT ABANDON ANY EXISTING UTILITIES OR EQUIPMENT IN PLACE THAT WILL NOT BE WORK AS INDICATED WITHIN THESE DOCUMENTS. DEMOLISHED PRIOR TO THE START OF THE WORK (COORDINATE W /LANDLORD'S RE -USED; REMOVE SUCH UTILITIES OR EQUIPMENT BACK TO THEIR SOURCE(S). DESIGNATED REPRESENTATIVE). 2. TAKE CARE DURING DEMOLITION OPERATIONS TO ENSURE THAT ALL STRUCTURE 17. THE G.C. SHALL FIELD VERIFY COLUMN LOCATIONS AND OTHER DIMENSIONS SHOWN REMAINING IS PROTECTED FROM DAMAGE. THE OWNER AND THE ARCHITECT ASSUME NO 10. ON A DAILY BASIS AND AT THE COMPLETION OF DEMOLITION OPERATIONS, THE SPACE ON THIS PLAN SHEET DURING DEMOLITION OPERATIONS, PRIOR TO THE START OF RESPONSIBILITY FOR THE ACTUAL CONDITION OF STRUCTURES TO BE DEMOLISHED. SHALL BE CLEARED OF ALL DIRT AND DEBRIS, THEREBY RETURNING THE SPACE AND ADJACENT CONSTRUCTION. AREAS TO CLEAN AND SAFE WORKING CONDITIONS. 3. ENSURE SAFE WORKING CONDITIONS FOR ALL PERSONS IN AND AROUND THE AREA OF 18. NOTIFY THE ARCHITECT AND THE OWNER'S REPRESENTATIVE IMMEDIATELY SHOULD ANY DEMOLITION. CONDUCT ALL OPERATIONS IN SUCH A MANNER TO PREVENT DAMAGE OR 11. ALL ITEMS NOTED TO BE REMOVED SHALL BE DISPOSED OFF -SITE IN ACCORDANCE WITH DIMENSIONAL OR OTHER DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THE INJURY TO ADJACENT TENANT SPACES, BUILDINGS, STRUCTURES, OTHER FACILITIES AND THE LANDLORD'S DESIGNATED REPRESENTATIVE'S APPROVAL AND LOCAL GOVERNING SCOPE OF PROPOSED CONSTRUCTION BE DISCOVERED. REFER TO THE COMPLETE SET OF PERSONS. REGULATIONS. CONSTRUCTION DRAWINGS FOR THE SCOPE OF WORK. 4. REFER TO THE GENERAL NOTES ON THE COVER SHEET C1.0 FOR CONSTRUCTION 12. COORDINATE AND PAY FOR ALL FEES AND SERVICES ASSOCIATED WITH THE HAULING 19. REMOVE ALL EXISTING FLOORING MATERIALS DOWN TO THE BARE SLAB. WHERE THE BARRICADE REQUIREMENTS. AND DISPOSAL OF CONSTRUCTION DEBRIS. SLAB IS EXISTING, FEATHER AND PATCH THE SLAB AS NECESSARY TO ATTAIN SMOOTH AND FLUSH FLOORING TRANSITIONS. 5. PROVIDE SHORING, BRACING AND OTHER SUPPORT TO PREVENT MOVEMENT, SETTLEMENT 13. REFER TO THE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL OR COLLAPSE OF THE STRUCTURE TO BE DEMOLISHED AND TO PROTECT ANY ADJACENT DEMOLITION INFORMATION. 20. REMOVE ALL EXISTING PARTITIONS, CEILING FINISHES, DOORS, FRAMES, MILLWORK AND CONSTRUCTION THAT IS TO REMAIN. RELATED ITEMS THROUGHOUT THE SPACE, U.NO. 14. THE G.C. SHALL SAW CUT PORTIONS OF THE EXISTING SLAB FOR INSTALLATION OF NEW 6. COMPLY WITH ALL LANDLORD'S CONSTRUCTION REQUIREMENTS DURING DEMOLITION PLUMBING, ELECTRICAL AND COMMUNICATIONS SYSTEMS U.N.O. - REVIEW ARCHITECTURAL 21. REMOVE ANY EXISTING STORE FIXTURES, INCLUDING WALL CABINETS, SERVICE ISLAND OPERATIONS. AND ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. AND FLOOR FIXTURES, U.N.O. 7. REPAIR TO ANY AND ALL DAMAGE THAT MAY OCCUR TO ADJACENT CONSTRUCTION BY 15. THE G.C. SHALL COVER ANY EXISTING LANDLORD OR TENANT HVAC SYSTEM RETURN AIR 22. THE BOTTOM OF THE EXISTING DECK ABOVE IS 17' -8" ± A.F.F. DEMOLITION OPERATIONS IS TO BE PERFORMED PROMPTLY AND AT THE GENERAL INLETS OR TRANSFER OPENINGS FOR THE DURATION OF DEMOLITION AND CONSTRUCTION THE BOTTOM OF THE EXISTING STRUCTURE ABOVE IS 15' -1 1" ± A.F.F. CONTRACTOR'S SOLE EXPENSE. OPERATIONS, UNLESS OTHERWISE DIRECTED BY LANDLORD'S REPRESENTATIVE OR LOCAL AUTHORITY. 8. ALL EXISTING UTILITIES INDICATED TO REMAIN SHALL BE KEPT IN SERVICE AND PROTECTED FROM DAMAGE DURING DEMOLITION. 5 - 4 - 3 GENERAL DEMOLITION NOTES SCALE: SCALE: z ri x T Z I a 1 24 1 -3% TO LEASE LINE x O °a H v) w v F- Z 0 5 123' -5%2" ;7/8" 31' -4" 0 Cs4 V-rf f i ' / / /IT /LLLSd ". �//,/ / // / / / / I' / i1 / /i - .: ri ,.r.� �� r r EXIST. METAL STUD DEMISING :r -,,,f. f" .LLB 0 PARTITION - SEE SHEET A1.0 FOR NEW WORK REQ'D. 1 O 9 SCALE: SCALE: FY o f 14 1 EXIST. DEMISING - -`~ T - - 0. . -- ..- ' .y.._. _. METAL STUD REQ'D EXISTING STRUCTURAL PARTITION SHEET Al .0 FOR COLUMNS TO REMAIN - TYP. EXISTING STRUCTURAL BRACE TO REMAIN TYP. - A / f/ f / / / / / / / / / / / / / // /// / / / / / / / / / /// / / / // / / / // / / / / III / / / /I / / / / /O / /// / / / /// / % / / / // / /// / / / // /// / /// 1 5 1 .ztn 070- O H °1 h cv cv SCALE: SCALE: 20 r 19 18 PARTIAL EXISTING CONDITIONS PLAN SCALE: SCALE: SCALE: 1 /4" =I o ;.4 • U U g N PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE REORIENT OF THE DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS, THE DOCUMENT IS TO BE U ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER ORCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS-BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK- EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WANE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROJECT TITLE: No.2 Revision Description Date SHEET TITLE: PROJECT NO.: 07073 DRAWN BY: D KS ISSUE DATE: 11/13/07 RANDALL A. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL 913- 322 -5150 FAX: 913- 322 -5155 5519 "4k 5 I 8 2 ���ISTI =��© ARCHITECT RECEIVED C11Y uF �•a'IT 17EC 1 1 ZOO/ rimnivi E_ rn NN M al al Z LU ON 0- (l W I- PARTIAL EXISTING CONDITIONS PLAN SHEET NUMBER: . 0 U W z CA Pmi rj U 0 O (1) PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: THIS DOOIMENT I5 THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTIiORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS Nor TRANSFERABLE. THE REGPIENT OF THIS DOOIMENTIS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROTECT, REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT, THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE A5 -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBUGATION TO VERIFY THE WNT TIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORONATE ALL DIMENTIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC. WITH RESPECT TO ALL ASPECTS OF THE WORK EPOCH DESIGN GROUP MATES NO WARRANTY AS TO THE SUITABILITY OF THE DOOIMENT FOR THE RECIPIENTS INTENDED USE. THE RECIPIENT DFECFICALLY AGREES TO WANE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS. OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF Thus DOOJMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED Rd CONJUNCTION WITH THIS PROTECT. PROFESSIONAL SEAL: PROJECT TITLE: SHEET TITLE: RANDALL A. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL: 913- 322 -5150 FAX 913- 322 -5155 RECEIVED CITY OF TuKotluk DEe 1 1 7007 pk.K vi1 I L N. I tii PARTIAL FLOOR PLAN t 0 No.A Revision Description Date PROJECT NO.: SHEET NUMBER: 07073 DRAWN BY: i\1 .0 0 KS ISSUE DATE: 11/13/07 GUESS? NO. 5089 SOUTHCENTER 1. THE G.C. SHALL INSTALL SLAB SEALER PRIOR TO FINISHED FLOORING INSTALLATION. REFER TO THE FINISH SCHEDULE FOR MORE INFORMATION. 2. THE TENANT'S STOREFRONT IS TO BE FLOOR - SUPPORTED AND SHALL ATTACH TO THE LANDLORD'S STRUCTURE FOR LATERAL SUPPORT ONLY. 3. THE G.C. SHALL REVIEW ALL ELEVATIONS, FIXTURE PLANS AND DETAILS FOR LOCATIONS OF METAL STRAP BACKING IN WALLS AND MOUNTING REQUIREMENTS FOR FIXTURE, EQUIPMENT AND GRAPHIC /SIGN INSTALLATIONS PRIOR TO BEGINNING CONSTRUCTION. THE G.C. SHALL COORDINATE INSTALLATION OF ALL SUCH BACKING. 4. THE G.C. SHALL INSTALL MOISTURE RESISTANT GYPSUM BOARD TO 4' -0" A.F.F. MINIMUM IN ALL BATHROOMS, AROUND MOP SINKS, LIMITED EXTERIOR EXPOSURES, AND OTHER LOCATIONS SUSCEPTIBLE TO MOISTURE U.N.O. 5. THE G.C. SHALL INSTALL SEALANT AT THE TOP AND BOTTOM OF WALL BASE TRIM INSTALLED AT THE SALES FLOOR. THE SEALANT COLOR SHALL CLOSELY MATCH THE WALL BASE TRIM. 5 - - - - GENERAL CONSTRUCTION NOTES SCALE: SCALE: SCALE: SCALE: a O ,_z .= _ u „,._ :Na 0 ID 1) 0 0-10,,,t4gld 0 20 •4.0 2 1 !, �l 5 .0 II 61-0" II 5 1 .1 11 1 2 '_ O II 75�U 16 -7" 2' -7„ • 5.0 TYP. 1b -7 2' -7" 12 -0 2. -8" 121 -11 TI / Al A.....04...... !/ !/ r-- J . - ! . .. /!/ J / !!! - ! !/ .. _ - %` ! A" 7 • r r/ ' r % /lli M ;I! ! / / .4! / /A .. .. ! . .. / A.' r A" /. 12 // PROVIDE (1) 2A -10BC FIRE EXTINGUISHER AND BRACKET - MOUNT HANDLE AT 48" A.F.F. - COORDINATE WITH LOCAL FIRE PROTECTION AUTHORITY FOR FINAL LOCATION(S) r , / /LiGI / /.L� C V A I J! J i t /i // r /r // a/• 1 /! J , //// / A'Ara" .%r ,� C4 I r 4 4 I •50 4 _CN 4 © 5.0 1' -10 ' " • 5.0 - - 5.0 5.0 Q © © 5� I • 5.0 I h I 0. I 1:16) I • S.O 5.O 5.0 I NM IIIIII� G.C. TO INSTALL 1 LAYER % TYPE 'X' GYP. BD. 6" FROM DECK - FIRE TAPE AND SEAL TO MAINTAIN 1 HR. RATING I Q 7 © 7 n mil 1 % _ - AZ 111 • S.0 Aug, M "- 3 -_ ____ / rer ire ■ FITTING ROOM -TYP. O.F.C METAL STUD FRAMEWORK FOR SHELF SUPPORT TO BE INSTALLED IN WALL STUD SPACE - REFER TO FIXTURE MANUFACTURER DETAILS FOR MORE INFORMATION I I 'X' I I I T/ 1 I STOCK ROOM _� 5 'X' 2 14 S.O 'v D 3.1 l C 5.0 COLUMN ENCLOSURE /s" TYPE GYP. BD. ON 20 GA. 1 %" METAL STUD FRAMING AT 16" O.C. MAX TO CEILING ABOVE - DOUBLE STUDS AT CORNERS - HOLD AS TIGHT AS COLUMN ENCLOSURE %' TYPE GYP. BD. ON 20 GA. 1 %" METAL STUD FRAMING AT 1 6" O.C. MAX TO CEILING ABOVE - DOUBLE STUDS AT CORNERS - HOLD AS TIGHT AS I 21-0" POSSIBLE TO COLUMN - PAINT (PT 1) AND BASE (WB1) - TYP. POSSIBLE TO COLUMN - PAINT (PT1) AND BASE (WB1) - TYP. 10 I I I 5.0 5.Cy 5.0 3 1 . 3 ' ° CG1 �G11 U// /l/.' // / / / / / / 4 • 3.0 I n r I CG1 CG1 / / / / / / / / % % / / / ///. / / / / /!/J% / • 3.0 3 1 41 - I 20 5.0 81" -2 I r� II I [_11_ I \ © 1 S ® 3.0 -30 9 I---I I � r % / 111 e 4 ALIGN 1 O I CG1 3.0 CG1 3.0 1 I .. 4 7' r , _ ' I -- L 3" s �, • a I � � 3 © I SALES FLOOR I 5 G.C. TO INSTALL 1 LAYER " TYPE'X' GYP. BD. 6" FROM DECK - FIRE TAPE - 3.0 - � v w I . I 5.0 J 2 \ HR. 5.O AND SEAL TO MAINTAIN 1 RATING 19' -2J / e� I I ' fj . II I I I I 2 N r I Na ��. ._.-..- .,.Y._...- .....:�. .... .. ............�. _.,:.._. u I I I I I 4 L N 5.0 .7 - .7 141-6" -'j w7 47 © - 5. ' O P} ° FITTING ROOM AREA �S © O �_ _ - II ` • Y 1}7 11s A DASHED LINES INDICATE EXTENT OF I ACCESSIBLE FITTING / 6 / 1 2 ROOM A 5.0 O • 5.0 I NEW 1 HOUR RATED PARTITION 3.1 _ ° _ VP ° OPP. co 'X' I 7 G.C. TO INSTALL 1 LAYER %' TYPE GYP. BD. 6 FROM DECK - FIRE TAPE . 5 5 AND SEAL TO MAINTAIN 1 H R. RATING I I I I NOTE: SEE ENLARGED STOREFRONT DETAILS FOR STOREFRONT C TECAL �_ Q \ / C I � i 1 ' S • 0 -5.0 jT G.C. TO INSTALL 4" x 4" x 4' -0" 4 4 _f_ 4 1 - 10 „ I HIGH X 10 GA. STAINLESS 4 .r I 5.0 i ' �-- I v 0 IN - 5.0 R \5.0 • 5,0 - '? • I STEEL CORNER GUARDS 0 0 ! b ' 5.0 r � ) 14e /I JT� _...� 7.6 I / � /! //J �'rrr.J r.: /�L r Jrr�r r , I • rrr / . %d �� • /.I�.r / .� ^Ir �rJrJrrr �,� �_ r . �. /,� m� / //� 2 z A' 5'_0" 7i 51.1" 1 21-0" ! / ' ! %,r i./I.. !!lrrrr �/ / / //! ■iiili ilii r Az., A. I 161 -711 3 -3" 14' -6" 31 -3" 12 1, O II 21 -811 8'- 63/41± I Z 2 �.__ v • I- v' I � O 5.0 TYP. 20 PARTIAL FLOOR PLAN SCALE: 1/4" = 1' -0" 0 U W z CA Pmi rj U 0 O (1) PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: THIS DOOIMENT I5 THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTIiORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS Nor TRANSFERABLE. THE REGPIENT OF THIS DOOIMENTIS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROTECT, REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT, THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE A5 -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBUGATION TO VERIFY THE WNT TIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORONATE ALL DIMENTIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC. WITH RESPECT TO ALL ASPECTS OF THE WORK EPOCH DESIGN GROUP MATES NO WARRANTY AS TO THE SUITABILITY OF THE DOOIMENT FOR THE RECIPIENTS INTENDED USE. THE RECIPIENT DFECFICALLY AGREES TO WANE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS. OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF Thus DOOJMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED Rd CONJUNCTION WITH THIS PROTECT. PROFESSIONAL SEAL: PROJECT TITLE: SHEET TITLE: RANDALL A. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL: 913- 322 -5150 FAX 913- 322 -5155 RECEIVED CITY OF TuKotluk DEe 1 1 7007 pk.K vi1 I L N. I tii PARTIAL FLOOR PLAN t 0 No.A Revision Description Date PROJECT NO.: SHEET NUMBER: 07073 DRAWN BY: i\1 .0 0 KS ISSUE DATE: 11/13/07 GUESS? NO. 5089 SOUTHCENTER 1. SEE ELECTRICAL DRAWINGS FOR ALL LUMINAIRE SPECIFICATIONS. 2. PROVIDE ACCESS PANELS IN HARD SURFACE CEILINGS AS NECESSARY FOR ACCESS TO TENANT AND LANDLORD CONTROLS, VALVES, EQPT., ETC. ALL PANELS SHALL BE OF SAME TYPE AND SIZE, TAPED -IN FLUSH AND PAINTED TO MATCH CEILING. COORDINATE NUMBER AND LOCATION OF ACCESS POINTS W/ SITE CONDITIONS AND THESE DOCUMENTS. PANELS TO BE INTEX ACCESS PANELS. AVAILABLE FROM: GLENDON COMPANY, 23677 FOLEY ST., HAYWARD, CA 94545 TEL: 510- 887 -8000 OR 510 -887 -8025 CONTACT: JENNIFER OR PAUL COORDINATE REQUIRED LOCATIONS WITH THE LANDLORD REPRESENTATIVE. 3. SPRINKLER HEADS AND OTHER MISCELLANEOUS CEILING DEVICES SHALL BE INSTALLED CENTERED WITHIN FULL OR PARTIAL ACOUSTICAL TILES, AND ALIGNED WITH OTHER DEVICES AND /OR LUMINAIRES WITHIN GYPSUM BOARD CEILINGS SHOWN ON THIS PLAN. SPRINKLER HEADS IN CEILINGS VISIBLE TO THE PUBLIC SHALL BE CONCEALED TYPE WITH COVERPLATES. SEE MEP DRAWINGS FOR SPRINKLER HEAD AND OTHER MISCELLANEOUS CEILING DEVICE LOCATIONS. 4. SUPPORT WIRES FOR SUSPENDED CEILING SYSTEMS SHALL BE ATTACHED TO THE BUILDING STRUCTURAL SYSTEM, AND SHALL NOT BE CONNECTED TO ELEMENTS OF ANY MECHANICAL, PLUMBING, ELECTRICAL OR FIRE PROTECTION SYSTEMS. 5. ALL CEILING FINISHES SHALL HAVE CLASS 'A' AND /OR CLASS I I I RATING, DEPENDENT UPON CLASSIFICATION NOMENCLATURE OF THE LOCAL CODE IN EFFECT. 5 CEILING CONSTRUCTION NOTES I C • 1. ARCH TO VERIFY WITH FIRE DEPT ON STOCK ROOM SHELVING HEIGHT AND CLEARANCE FROM TOP OF SHELVING TO SPRINKLER DEFLECTOR SHIELD. 2. PERMIT IS REQUIRED FOR ALL STORAGE RACKS MORE THAN 5' -9" IN HEIGHT. SEE SOUTHCENTER PLAN SUBMITTAL CHECKLIST. NO RACK STORAGE IS ALLOWED 12' -0" OR HIGHER. VERIFY WITH FIRE MARSHALL WHETHER SIDE SLIDING STOCK ROOM SHELVING WILL BE ALLOWED SINCE FIRE PROTECTION LANDLORD'S SPRINKLER SYSTEM IS DESIGNED FOR ORDINARY HAZARD GROUP 2. 3. OPEN TO STRUCTURE TYPE DESIGNS ARE NOT ALLOWED DUE TO THE USE OF COMMON PLENUM RETURNS WITHIN THE MALL HVAC SYSTEM. 4. LAY IN ACOUSTICAL TILES MAY NOT BE USED IN FORWARD SELLING AREA. TILES TO HAVE NOISE REDUCTION COEFFICIENT OF 0.60 -0.70 WITH A MINIMUM ROOM ATTENUATION FACTOR OF 40.0 DECIBELS AND MUST MEET ALL CODE, FLAME SPREAD, FUEL AND SMOKE DEVELOPMENT FACTORS. 9 LANDLORD COMMENTS GYP. BD. CEILING IN TOILET ROOM AT 8' -0" A.F.F. - PAINT (PT1) SEE DETAIL 1/A5.1 A / %% / / / / / / / / / /// / / / /// / / /// ///////////////// L%///////////////////// % / / / / / / / / / / / / / / / / / / / / / / / % % / 2 X 4 ACT. CEILING AT 14' -0" A.F.F. - SEE DETAIL 2/A5.1 TYPICAL 2 X 4 RECESSED FLUORESCENT LIGHT FIXTURE - SEE 'E' SHEETS FOR MORE INFORMATION PARTIAL REFLECTED CEILING PLAN \ PLAN REVISED SCALE: 1/4" = 1' - W z U 3 O W O I- W w W W V) z 0 z I- z 0 U SCALE: Mechanical Electrical lumbing ' Gas Piping City of Tukwila BUILDING DIVISION 18 SEPARATE PERMIT REQUIRED FOR FILE COPY Permit No 2 Plar review approval Is subject to errors and omissions. Approval of consbuction docurrents does not authorize the violation of any adopted code or ordrience. R ecei pt 01 approved Field Copy and comSfans Is acknowledged: By 67 City of Tukwila BUILDING DIVISION PARTIAL FLOOR PLAN SCALE: REVISIONS N changes shall be made to the scope of work without prior approval of Tukwila Building Division. submittal NOTE: Revisions will require a new plan and may include additional plan review fees• r.rrr✓ // � i�/ Zvi r1 Air Ar JAW" / i i�J / /ilirir / / /ilZgr / ELEC. EQUIP - SEE ELEC. DWGS. G.C. TO INSTALL 1 LAYER %' TYPE 'X' GYP. BD. 6" CLEAR FROM DECK ABOVE I STOCK ROOM I 38' -0" G.C. TO INSTALL 1 LAYER 5 /g" TYPE 'X' GYP. BD. TO DECK - FIRE TAPE AND > SEAL TO MAINTAIN 1 HR. RATING ACCESSIBLE DRINKING FOUNTAIN MOUNTED 36" A.F.F. TO SPOUT TOILET ROOM 1. THE G.C. SHALL INSTALL SLAB SEALER PRIOR TO FINISHED FLOORING INSTALLATION. REFER TO THE FINISH SCHEDULE FOR MORE INFORMATION. 2. THE TENANT'S STOREFRONT IS TO BE FLOOR - SUPPORTED AND SHALL ATTACH TO THE LANDLORD'S STRUCTURE FOR LATERAL SUPPORT ONLY. 3. THE G.C. SHALL REVIEW ALL ELEVATIONS, FIXTURE PLANS AND DETAILS FOR LOCATIONS OF METAL STRAP BACKING IN WALLS AND MOUNTING REQUIREMENTS FOR FIXTURE, EQUIPMENT AND GRAPHIC /SIGN INSTALLATIONS PRIOR TO BEGINNING CONSTRUCTION. THE G.C. SHALL COORDINATE INSTALLATION OF ALL SUCH BACKING. 4. THE G.C. SHALL INSTALL MOISTURE RESISTANT GYPSUM BOARD TO 4' -0" A.F.F. MINIMUM IN ALL BATHROOMS, AROUND MOP SINKS, LIMITED EXTERIOR EXPOSURES, AND OTHER LOCATIONS SUSCEPTIBLE TO MOISTURE U.N.O. 5. THE G.C. SHALL INSTALL SEALANT AT THE TOP AND BOTTOM OF WALL BASE TRIM INSTALLED AT THE SALES FLOOR. THE SEALANT COLOR SHALL CLOSELY MATCH THE WALL BASE TRIM. ALLS U.N.O. 1 TYP. REVISION N GENERAL CONSTRUCTION NOTES REVIEWED FOR CODE COMPLIANCE APPROVED . l< MAY 1 3 2008 Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 12 2008 PERMIT CENTER 30' -1" ±I N CG1 SCALE: 1/4" = 1' -0" P Ea11 1 4 t:ND •- U c1.0 °0 N N vv CU -w-' O V W Q J 111 11 PROJECT TEAM: Architect: Epoch Design Group, Inc 1 155 Olivette Exec. Pkwy. Suite 100 Sr. Louis, MO 63132 TEL 314.721.1340 FAX. 314.721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: RANDALLA. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL 913 - 322 -5150 FAX: 913- 322 -5155 THIS DOCUMENT 15 THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT'S NOT TRANSFERABLE THE REOPIENT OF THIS DOOIMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS, THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROTECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER ORQJMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBUGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE AU. DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITASIUTY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL 787§ PROJECT TITLE: SHEET TITLE: BRAWN BY: 1 KS. ISSUE DATE: 11/13 -07 6 SITE CONDITIONS 5 FINAL REVIEW SET 4 LL /OWNER CMNTS 3 OWNER COMMENTS 2 LL /OWNER /CITY CMNTS 1 L.L. /OWNER COMMENTS No.L Revision Description < W N- I— Lo W LLj I— = 1 O I- a z 0V)u < 05/08/08 04/29/08 04/18/08 02/26/08 01/10/08 1 2/14/07 Dote PARTIAL FLOOR AND REFLECTED CEILING PLANS PROJECT NO.: SHEET NUMBER: • J ' 07073 . 20 41 ilte 777 //1:5 �9//// TOILET ROOM FINISHES WALLS: (71) (UM., 'WOOR: (CT1) BASE: (CT1)- EXTEND UP WALL 6" �ai�ua�Ya•.�.PrIW..CL.rPf� STOCK ROOM FINISHES (CS1) (CT1) SCALE: 1 /4" = 1 ' - FITTING ROOM AREA FINISHES WALLS: (PT1) SEMI GLOSS U.N.O. FLOOR: (CT1) U.N.O. BASE: (WB1) ALCOVE FINISHES FINISH OF DOOR AND ALCOVE TO MATCH FINISH OF CORRIDOR FINISH PLAN w z U w CG1 1 SCALE: i� /r �:Ir11�.11I rr r/ AU/ SCALE: IId7z,z zIlI1T1I1JIl1IIIf 7 / 6--;// 1zI' lIIIIlIf1IJI /II /IflfTl / /r.�II I. rTllllllf Illl fT IIIIIIIIlII1 T /1 1. EXTEND EXISTING MALL TILE INTO VESTIBULE TO UNDERSIDE OF DOOR, EXTEND TILE FROM EXISTING MALL TILE AT LEASE LINE TO TENANT'S STOREFRONT BASE. TILE TO MATCH EXISTING MALL TILE IN TYPE, COLOR, SIZES, THICKNESS, GROUT COLOR AND INSTALLATION j DIRECTION. NO THRESHOLD, REDUCER STRIP OR OTHER WIDE TRANSITION DEVICES WILL BE ( PERMITTED AT INTERSECTION TO TENANT'S FLOORING AT MALL TILE. NOTE: WHEN r EXTENDING MALL TILE TO TENANT'S STOREFRONT BASE OR VESTIBULE TILES MUST BE FULL TILE. IF TILE IS CUT IT MUST BE REMOVED AND REPLACED WIT A FULL TILE. 2. IF VINYL FLOORING IS USED IT MUST BE ONE PIECE SHEET VINYL WITH 4" ROLL UP BASE OVER WATERPROOFING MEMBRANE. 3. RESTROOMS: INSTALL CERAMIC TILE FLOORING OVER WATERPROOFING MEMBRANE WHICH IS TO RUN UP WALLS A MINIMUM OF 4 ". TENANTS ARE TO INSTALL A LANDLORD'S APPROVED LATEX RUBBER WATERPROOFING MATERIAL UNDER THE FLOOR FINISH. THE MEMBRANE SHALL BE MANUFACTURER'S 2 PART FORMULA CONSISTING OF LIQUID LATEX RUBBER AND POWDER FOR TROWEL APPLICATION WITH GLASS FIBER FABRIC REINFORCEMENT (LATICRETE 9235 OR SUMMITVILLE S -9000) INSTALL A WATER TIGHT DOOR THRESHOLD. LANDLORD COMMENTS r // / rur rrr r // r // A: // //� rrr rrr r _Aar r ///rr / / //I AP _F." (WC -4)-- WALL (WC -4> WALL WC -4 WALL WC -4)- WALL WALLS: (PT1) U.N.O. FLOOR: (CT1) U.N.O. BASE: (WB1) SALES FLOOR FINISHES Gl (WC -4- WALL G1 STARTING POINT OF TILE PATTERN FLOOR TILE - ALL JOINTS TO BE J6' MAX. IN RUNNING BOND GRAIN PATT4RN TO BE ORIENTED - -. IN THIS -DIRECTION r• •• -• WD -1 WALL WALL REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 3 2008 City Of Tukwila BUILDING DIVISION FLOORING TAKE- .QFF,,S . ,i FLOOR: (CT1) (3,505 SQ.FT) BASE: (WB1) 430 LtNEAR'FT. WALL COVERING TAKE OFFS (WC3): (0 SQ.FTDA (W C4): 1,670 •• NOTES: SEE FLOOR PLAN FOR LOCATION OF WALL STANDARDS & OTHER CRITICAL INFORMATION SEE ENLARGED DETAILS ON A4 SHEETS FOR STOREFRONT DIMENSIONS & OTHER CRITICAL INFORMATION SEE SHEET A2.1 FOR FINISH SCHEDULE RECEIVED CITY OF TUKWILA MAY 12 2008 PERMIT CENTER ) ) 2 r1141 W 0� b nn vv H z ON t: O c) D-v W W H rI G P EMEtt l Can U FUME C:j Q ce N ¢M Pim4 Luc W , 0 W O X V I- W � W `" Pmmi (O ^^,, OF CD � 0 PROJECT TEAM; Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX; 314.721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: PROFESSIONAL SEAL: 7870 PROJECT TITLE: 6 SITE CONDITIONS 5 FINAL REVIEW SET 4 LL /OWNER CMNTS 3 OWNER COMMENTS 2 L.L. /OWNER /CITY CMNTS 1 LL/OWNER COMMENTS SHEET TITLE: PROJECT NO.: 07073 DRAWN BY: A KS ISSUE DATE: 11/13 -07 FINISH PLAN RANDALL A. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL 913 - 322 - 5150 FAX: 913 -322 -5155 THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION F ROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF TI-15 DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANT PORTION OF THE DOCUMENT IN ANY OTHER OROJMSTANCE CONSTITUTES COPYRIGHT INFRINGEMET. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE REOPIENT RETAINS THE OBUGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK- EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABIUTY OF THE DOCUMENT FOR THE RECIPIENTS NTENDED USE. THE RECIPIENT SPEOFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED N CONJUNCTION WITH THIS PROJECT. w to z 0 ce U H z 0 U 05/08/08 04/29/08 04/18/08 02/26/08 01 /10 /08 12/14/07 No.A Revision Description Date SHEET NUMBER: .2 5 20 SCALE: 4 SCALE: 3 SCALE: 2 SCALE: 1. SEE ELECTRICAL DRAWINGS FOR ALL LUMINAIRE SPECIFICATIONS. 2. PROVIDE ACCESS PANELS IN HARD SURFACE CEILINGS AS NECESSARY FOR ACCESS TO TENANT AND LANDLORD CONTROLS, VALVES, EQPT., ETC. ALL PANELS SHALL BE OF SAME TYPE AND SIZE, TAPED -IN FLUSH AND PAINTED TO MATCH CEILING. COORDINATE NUMBER AND LOCATION OF ACCESS POINTS W/ SITE CONDITIONS AND THESE DOCUMENTS. PANELS TO BE: INTEX ACCESS PANELS. AVAILABLE FROM: GLENDON COMPANY, 23677 FOLEY ST., HAYWARD, CA 94545 TEL: 510 -887 -8000 OR 510- 887 -8025 CONTACT: JENNIFER OR PAUL COORDINATE REQUIRED LOCATIONS WITH THE LANDLORD REPRESENTATIVE. 3. SPRINKLER HEADS AND OTHER MISCELLANEOUS CEILING DEVICES SHALL BE INSTALLED CENTERED WITHIN FULL OR PARTIAL ACOUSTICAL TILES, AND ALIGNED WITH OTHER DEVICES AND /OR LUMINAIRES WITHIN GYPSUM BOARD CEILINGS SHOWN ON THIS PLAN. SPRINKLER HEADS IN CEILINGS VISIBLE TO THE PUBLIC SHALL BE CONCEALED TYPE WITH COVERPLATES. SEE MEP DRAWINGS FOR SPRINKLER HEAD AND OTHER MISCELLANEOUS CEILING DEVICE LOCATIONS. 4. SUPPORT WIRES FOR SUSPENDED CEILING SYSTEMS SHALL BE ATTACHED TO THE BUILDING STRUCTURAL SYSTEM, AND SHALL NOT BE CONNECTED TO ELEMENTS OF ANY MECHANICAL, PLUMBING, ELECTRICAL OR FIRE PROTECTION SYSTEMS. 5. ALL CEILING FINISHES SHALL HAVE CLASS 'A' AND /OR CLASS 'I' RATING, DEPENDENT UPON CLASSIFICATION NOMENCLATURE OF THE LOCAL CODE IN EFFECT. 1 CEILING CONSTRUCTION NOTES TYPICAL HVAC AIR DEVICE - LOCATE WITHIN GYP. BD. CEILING AS DIMENSIONED - SEE MECHANICAL DRAWINGS. TYPE 'X' GYP. BD. CEILING AT 9' -0" A.F.F. - PAINT (PT1) - SEE DTL. 1/A5.1 TYPE 'X' GYP. BD. CEILING AT 12' -0" A.F.F. - PAINT (PT3) - SEE DTL. 1/A5.1 1 Ill fa' r,I� /�rii / / / /�ii�'! rr/ 'Z / W Alr A' 4 !!rr ! /I' /r A r ririr rr rr,AYAY 'r it 0 o CV CV , 1 / / /a hr�r 1 ' II rri "j". %/ //iii / /.ir"" iii i iii /� ,r 1// i rrtiirvr ii / / /�r'r //� /` iiii r .► i � l % � // /// i v r r / ` iii / 'i ii viii ii_iiii� / / /� ' / i • F- EQ. 2' -0" ),' -0' 4' -1 1% 4 ACCESS PANEL - PAINT (PT1) 5 4' -10%2" 4' -O" b' -73/ " 4 TYPE 'X' GYP. BD. CEILING AT 1 1' -0" A.F.F. - PAIN t (PT1) - SEE DTL. 1/A5.1 MOUNT SMALL FIXTURE AT 6' -8" A.F.F., MOUNT MEDIUM FIXTURE AT 7' -1" A.F.F., MOUNT LARGE FIXTURE AT ' -1 1 " A.F.F. 6 "X18" MIR PATTERN SH O.F.O.I SUB-WOOFER TYP. OF 2 - SEE ELECTRICAL DRAWINGS ORS (GL1) IN WN AT 1 1' -0" A.F.F. 4' - 10%" 3' -11%$' 2' -10" 7' -0%2' CV 5'-11Y4" cv 4' -11%2' (00 3' -11" 4 "I 1' -5" 8' -0" V 2' -O" 2' -111, O � O a z a H D = w Z V = I-� v OV EQ. 2' -6" 4 2' -6" TYPE 'X' GYP. BD. CEILING AT 10' -0" A.F.F. - PAINT (PT1) - SEE DTL, 1/A5.1 15' -3" 4" 5%" 8 12' -0" 12' -0" 13'-4 a - TYPE'X' GYP. BD. CEILING AT 10' -0" A.F.F. - PAINT (PT1) - SEE DTL. 1/A5.1 2' -10" 1' -4" 3 EQ. A 1 -3" 3' -6" 20' -8" 3' -b" 12' -0" TYPICAL LUMINAIRES - LOCATE WITHIN GYP. BD. CEILING AS DIMENSIONED - SEE ELECTRICAL DRAWINGS LINEAR DIFFUSERS IN FACE OF PERIMETER SOFFIT - SEE 'M' SHEETS FOR MORE INFORMATION 3' -6" TYPICAL LUMINAIRES - LOCATE WITHIN GYP. BD. CEILING AS DIMENSIONED - SEE ELECTRICAL DRAWINGS TYPE 'X' GYP. BD. CEILING AT 10' -0" A.F.F. - PAINT (PT1) - SEE DTL. 1/A5.1 3' -6" EQ. 411 ' -3" 3 -3" 1 -4" 2' -65/ " 8 TYPE 'X' GYP. BD. CEILING AT 10' -0" A.F.F. - PAINT (PT1) - SEE DTL. 1/A5.1 O.F.O.I WALL MOUNTED AUDIO SPEAKER - TYP. OF 6 - SEE ELECTRICAL DRAWINGS 8' -0" 26'-5 2'- 43/4" 2' -O" 20' -0 "± 2 TYPE 'X' GYP. BD. CEILING AT 6' -5" A.F.F. - PAINT (PT1) - SEE DTL. 1/A5.1 TYPE 'X' GYP. BD. CEILING AT 12' -0" A.F.F. - PAINT (PT3) - SEE DTL. 1/A5.1 8' -0" 87 /s / / 4%2" TYPE 'X' GYP. BD. CEILING AT 12' -0" A.F.F. - PAINT (PT3) - SEE DTL. 1 /A5.1 TYPE 'X' GYP. BD. CEILING AT 6' -5" A.F.F. - PAINT (PT1) - SEE DTL. 1 /A5.1 LINEAR DIFFUSERS - SEE'M' SHEETS FOR MORE INFORMATIONS ACCESS PANEL - PAINT (PT1) O.F.O.I. MOTION SENSOR (WD1) - SEE STOREFRONT SECTIONS 'SHOPPERTRAK' LOCATION 'SENSORMATIC' SPEAKER GYP. BD. CEILING AT 12' -9Y A.F.F. - PAINT (PT1) - SEE STOREFRONT SECTIONS HOLD ALL STOREFRONT COMBO LIGHTS AS TIGHT AS POSSIBLE TO GLASS O.F.C.I. HANG BARS SEE STOREFRONT SECTIONS PARTIAL REFLECTED CEILING PLAN SCALE: 1 /4" = 1 -0" PLie Pr " o tf) I� ti) W • I� (i) P-4 ri U I) PROJECT TEAM: Architect: Epoch Design Group, Inc 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL: 314.721.1340 FAX: 314,721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS GATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE REOPIENT OF MS DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDIT1ONSt THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANT PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBUGATION TO VERIFY THE CONDUIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE AIL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK EP0a1 DESIGN GROUP MAKES NO WARRANTY AS TO THE SIJITABIUTY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMMPY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED E CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL RANDALL A. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL 913 - 322 -5150 FAX: 913- 322 -5155 PROJECT TITLE: SHEET TITLE: PROJECT NO.: 07073 DRAWN BY: A2 KS ISSUE DATE: 11/13/07 RECEIVED -0 v a' Z= O : W Q J I— W W 0 DEC 1 1 CUU i In' J fl. P .� r -.' 11V1; I FL-11 I No.A Revision Description Date PARTIAL REFLECTED CEILING PLAN SHEET NUMBER: .0 P652ffle4 0 Nr M� a NI' zj E� O 1:11) 0 C) °- V 1 W U Pai0 < ¢ p PI.4 (7) Ca) u D W O x- L in r-Li 0 O - tn PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENTIS NOT TRANSFERABLE. THE RECIPIENT OF TIES DOCUMENT'S HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS. THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE COMMONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPEOFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMEM• UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: i PROJECT TITLE: SHEET TITLE: RANDALLA. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL; 913-322-5150 FAX. 913- 322 -5155 REG! TERED ijCHITECT D�f`�a1 J'Zf°a z I6 } CITY OF TI..9K NILA nrnllR)nn7 ULL tl I [-Vt.)! Pir= (NH 1 l:�tl I I F SCHEDULES No.A Revision Description Date PROJECT NO.: SHEET NUMBER: 07073 DRAWN BY: KS A2.1 ISSUE DATE: 11/13/07 CYLINDERS: BEST CYLINDER LEVER & LOCK SETS: SCHLAGE, YALE, CORBIN RUSSWIN, SARGENT, BEST HINGES: HAGER, MCKINNEY, STANLEY CLOSERS: LCN, NORTON, YALE (WITH MATCHING COVERS) STOPS & HOLD -OPEN DEVICES: IVES, GYLNN - JOHNSON PUSH PLATES, PULL HANDLES, KICK PLATES, FLUSH BOLTS & SILENCERS: ROCKWOOD, BALDWIN, IVES THRESHOLDS: NATIONAL GUARD, PEMKO, ZERO EXIT DEVICES: DETER, VON DUPRIN SEALS AND WEATHERSTRIP: ZERO, REESE, PEMKO GROUP 1 - PAIR TO RECEIVE (STOREFRONT ENTRANCE) GROUP 3 - EACH TO RECEIVE (TOILET ROOM) 2 EA. DOOR PULLS - O.F.C.I. (G.C. TO PROVIDE REQUIRED GROMMETS) 1 Y2 PR. HINGES - BB1279, 4.5 X 4.5 - HAGER J / / / /// \ D a p 0 LU �+ / / \ il N p a LU w + 2 EA. BOTTOM PIVOT (FLUSH MOUNT) - #8852 - HGP 1 EA. CLOSER - 8501 BF - ALUM. - NORTON 2 EA. CENTER PIVOT (FLUSH MOUNT) - #8853 - HGP / N. \ u O O o u , LL 7 1 EA. LEVER LATCHSET - PRIVACY FUNCTION - 540D - SATURN TRIM - SCHLAGE ONLY FOR DOORS OVER 8' -0" IN HEIGHT 2 EA. TOP PIVOT (SURFACE APPLIED) - #10170 - HGP 2 EA. TOP PATCH FITTING - #42410 - HGP 1 EA. DEAD BOLT - ROUND THROW #5834 - HGP GROUP 4 - EACH TO RECEIVE (REAR EXIT) 1 EA. CYLINDER LOCK - 7 PIN INTERCHANGEABLE CORE - BEST 4 EA. DUSTPROOF STRIKE (5.5. MOUNTING PLATE) 1 Y2 PR. HINGES - BB1 279, 4.5 X 4.5 - HAGER - 2 PER DOOR - 1 AT 90 DEG. OPEN POSITION - 1 AT CLOSED POSITION 1 EA. CLOSER - 8501 BF - ALUM. - NORTON 2 EA. FLOOR STOP 248F HAGER - cv - - 1 EA. ALARMED PANIC DEVICE -DETER V40EXB 1 EA. ARMOR PLATE - 36" X 34" - (STOCKROOM SIDE) - ROCKWOOD • SEE DOOR SEE DOOR , SEE DOOR 1 EA. FLOOR STOP - 241 F - HAGER GROUP 2 - EACH TO RECEIVE (STOCK ROOM) 1 EA. DOOR VIEWER - DS /1000 MS - IVES 1 EA. CYLINDER LOCK - 7 PIN INTERCHANGEABLE CORE - BEST 1 Y2 PR. HINGES - BB 1279, 4.5 X 4.5 - HAGER SCHEDULE Al SCHEDULE ` B 1 `SCHEDULE 1 EA. CLOSER - 8501 BF - ALUM. - NORTON 1 EA. LEVER LATCHSET - PASSAGE FUNCTION - Si OD - SATURN TRIM - SCHLAGE GROUP 5 - EACH TO RECEIVE (FITTING ROOM). 2 EA. ARMOR PLATE - 36" X 34" - ROCKWOOD 1 EA. WALL STOP - 236W - HAGER 1 z PR. O.F.C.I. HINGE 1 EA. O.F.C.I. LEVER LOCKSET 1 EA. HINGE STOP - 70 - IVES - (ADJUST TO STOP DOOR /LEVERSET MIN. 3" FROM MIRROR) NOTE: ALL KEYED CYLINDERS WILL BE BEST 7 -PIN INTERCHANGEABLE CORES, CYLINDER LOCKS TO BE INSTALLED AT THE TIME OF TURNOVER TO THE OWNER PROVIDE KEYSETS AND NOTE: KEY ALL FITTING ROOM DOORS ALIKE AND KEYS PER OWNER'S DIRECTION. WILL BE CONTRACTOR FURNISHED PROVIDE 15 KEYS TO OWNER'S REPRESENTATIVE AND CONTRACTOR INSTALLED, UNLESS OTHERWISE NOTED. PRIOR TO TURNOVER OF COMPLETED STORE. 5 - 4 APPROVED MANUFACTURERS 3 DOOR TYPES /HARDWARE SCHEDULE SCALE: NTS SCALE: 1. ALL HARDWARE FINISHES SHALL BE BHMA 630 (SATIN STAINLESS) FINISH OR EQUIVALENT 7. FURNISH ALL HARDWARE AS SPECIFIED IN THE HARDWARE GROUP AND AS NECESSARY TO U.N.O. RESULT IN A COMPLETE INSTALLATION. 2. ALL HARDWARE SHALL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR U.N.O. 8. SIZE AND MOUNT HARDWARE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS; REINFORCE THE MOUNTING SUBSTRATE AS REQUIRED FOR PROPER 3. ALL EGRESS HARDWARE SHALL BE OPERABLE FROM THE INSIDE WITHOUT ANY SPECIAL INSTALLATION. KNOWLEDGE OR EFFORT. DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES REQUIRED TO BE ACCESSIBLE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING 9. IF A DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO OR TWISTING OF THE WRIST TO OPERATE. THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" (75 MM) FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE 4. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN A DOOR SHALL BE AS FOLLOWS: DOOR. (1) FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. (2) OTHER DOORS. (A) EXTERIOR HINGED DOORS: (RESERVED) (B) INTERIOR HINGED DOORS: 5 LB. FORCE (22.2N) (C) SLIDING OR FOLDING DOORS: 5 LB. FORCE (22.2N) THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT MAY HOLD THE DOOR IN A CLOSED POSITION. 5. EGRESS DOOR OPERATING HARDWARE SHALL BE ACCESSIBILITY- COMPLIANT AND MOUNTED BETWEEN 34" AND 44" A.F.F. TO CENTERLINE (DOOR HANDLES, PUSH PLATES AND PULLS SHALL BE MOUNTED 39" A.F.F. TO THE CENTERLINE, U.N.O.). PROVIDE UL- TESTED AND LISTED HARDWARE FOR INSTALLATION WITHIN FIRE -RATED ASSEMBLIES. ASSEMBLIES. DOOR FRAME HDWE GROUP SUP BY INST. BY REMARKS NO. LOCATION DOOR SIZE MAT'L FINISH TYPE MAT'L FINISH DETAIL O STOREFRONT PAIR 3' -0" x 1V-0" TEMPERED GLASS GLASS /M1 Al - - 20/A4.0 18/A4.1 1 G.C. G.C. STOCK ROOM TOILET ROOM REAR EXIT FITTING ROOM ACCESSIBLE FITTING 3'- 0 "x7' -0 "x 1 a' P PI I RI 3n 3 -0 x7 -0 x 14 V- O"xr-0"x 11" 2'- 6 "x5' -0 "x1 a 3 - 0 x 5 -0 xl 3„ WOOD WOOD HOLLOW METAL S.C. WOOD S.C. WOOD PT1 PT1 PT1 SEE NOTE 1 BLACK BIRDSEYE MAPLE BLACK BIRDSEYE MAPLE B1 B1 B1 Cl Cl HOLLOW HMETAL HOLLOW METAL WOOD WOOD PT1 PT1 PT1 (SEE NOTE 1) PT1 PT1 6 /A5.0 6 /A5.0 6 /A5.O 9 & 10 /F1.1 9 & 10/F1.1 / 2 3 4 5 5 G.C. G.C. G.C. OWNER OWNER G.C. G.C. G.C. G.C. G.C. PROVIDE TOILET ROOM ACCESSIBLE SIGNAGE - SIGN TYPE SHALL BE RAISED BRAILLE, AND PICTORIAL SYMBOL SIGN 60" A.F.F. ON WALL ADJACENT LATCH SIDE OF DOOR. USE LANDLORD SUPPLIED STANDARD DOOR IDENTIFICATION LABEL AND PROVIDE DOOR BELL AT 3' -6" A.F.F. PER MALL CRITERIA. INDICATE MIN. FIRE RATING /LABEL "B" G.C. TO PROVIDE DOOR FRAMES G.C. TO PROVIDE DOOR FRAMES g - a -_, . © © 4 6 ) I. DOOR AND FRAME SURFACES FACING THE SERVICE CORRIDOR SHALL BE PAINTED TO MATCH BUILDING STANDARD FINISH. 2. KEY ALL FITTING ROOM DOORS ALIKE AND PROVIDE 15 KEYS TO OWNER'S REPRESENTATIVE PRIOR TO TURNOVER OF COMPLETED STORE. 10 DOOR HARDWARE NOTES 8 DOOR SCHEDULE =Ya .. . ITEM NO. DESCRIPTION FINISH MANUFACTURER SUP. BY INST. BY REMARKS CG1 CORNERGUARD - 1" X 1" X Y8" WHITE G.C. G.C. APPLY WITH EPDXY ADHESIVE CSI SEALED CONCRETE SLAB CHEM -COAT CCI 5000 CHEM -COAT INDUSTRIES 800.51 1.2769 G.C. G.C. SEE SPECIFICATIONS ON SHEET C2.0 FOR SLAB PREPARATION AND INSTALLATION REQUIREMENTS CT1 24X24 TILE PERLATO STONE SOURCE OWNER G.C. GROUT TO BE GR1 FRP1 FIBERGLASS REINFORCED PANELS ACRYLIC TILES 6'X1 ACRYLIC PANELS 4 X 8 P -100 "WHITE" MARLITE REGAL PIEDMONT PLASTIC, LLC. CONTACT RENEE EATON 562 - 207 -6107 REGAL PIEDMONT PLASTIC, LLC. CONTACT RENEE EATON 562- 207 -6107 G.C. G.C. G.C. G.C. G.C. G.C. INSTALLED WITH JOINT, CORNER, AND EDGE PIECES AS MANUFACTURED BY MARLITE - COLOR TO MATCH PANEL INSTALL PER MANUFACTURER'S RECOMMENDATIONS ADHESIVE: STANELY MASTIC LOW V.O.C. INSTALL PER MANUFACTURER'S RECOMMENDATIONS ADHESIVE: STANELY MASTIC LOW V.O.C. AT1 AT2 GL1 Y4 CLEAR ECLIPSE GLASS ALL NEW MIRROR AND GLASS CO. OWNER G.C. GR1 GROUT # 78 STERLING SILVER BONSAL - AMERICAN 800.738.1621 G.C. G.C. GROUT JOINTS TO BE X6" MAX. WIDTH, SEAL GROUT WITH MIRACLE SEALANTS #511 PORUS PLUS M1 18 GA. BRAKE METAL SATIN CHROME (OWNER SHALL APPROVE LOCAL FABRICATOR) G.C. G.C. LOCATE SEAMS PER ELEVATIONS MF1 MALL FLOORING AS INDICATED ON PLANS AND VERIFY IN FIELD VERIFY G.C. G.C. COORDINATE WITH MALL OPERATIONS MANAGER FOR TYPE AND PURCHASE AS NECESSARY 1 5 - 1 4 - 1 PC1 POWDER COAT SEMIGLOSS TO MATCH PANTONE #186 G.C. G.C. SCALE: SCALE: SCALE: 1. PAINT FINISHES (TYPICAL, U.N.O.): A. ALL VERTICAL AND HORIZONTAL PAINTED SURFACES (INCLUDING ACCESS PANELS) ON SOFFITS & CEILINGS: FLAT FINISH B. ALL PAINTED VERTICAL WALLS: EGGSHELL FINISH C. ALL DOORS AND FRAMES: SEMI -GLOSS FINISH D. WATER -BASED EPDXY PAINT SHALL BE USED ON ALL TOILET ROOM WALLS. 2. FLOOR STATIC COEFFICIENT OF FRICTION: MINIMUM OF 0.5 3. SMOKE DEVELOPMENT RATING: <450 (ALL WALL AND CEILING FINISHES) 4. ALL WALL AND CEILING FINISHES SHALL COMPLY WITH EITHER CLASS "ONE" OR CLASS "A" FLAME SPREAD REQUIREMENTS, PER LOCAL CODES. 5. (MF1) = MALL FLOORING, TO MATCH EXISTING (AS INDICATED ON PLANS) - VERIFY SIZE, PATTERN, EXTENT AND GROUT IN FIELD, COORDINATE SUPPLY /SOURCE WITH MALL OPERATIONS MANAGER, PURCHASE AS REQUIRED AND INSTALL PER MANUFACTURERS' RECOMMENDATIONS, WITH NEW JOINTS ALIGNING WITH AND GROUTED TO MATCH EXISTING. 6. (WC 1) = OWNER - FURNISHED, CONTRACTOR - INSTALLED, ROLL -GOODS WALL COVERING (T.B.D.), INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 7. G.C. TO PURCHASE BENJAMIN MOORE PAINTS THROUGHOUT GUESS NATIONAL ACCOUNT. ALL PRODUCTS MUST BE ORDERED THROUGHOUT THE BENJAMIN MOORE DIRECT ORDER LINE: 877 -626 -5676 PT1 PAINT MOORECRAFT SUPER HIDE VINYL LATEX FINISHED COLOR #I -02 "SUPER WHITE" BENJAMIN MOORE 877.626.5676 G.C. G.C. SEE FINISH NOTES FOR TYPICAL PAINT TYPES AND FINISHES BASED ON LOCATION PT2 PAINT MOORECRAFT SUPER HIDE VINYL LATEX FINISHED COLOR #21 12 -10 "MINK" BENJAMIN MOORE 877.626.5676 G.C. G.C. SEE FINISH NOTES FOR TYPICAL PAINT TYPES AND FINISHES BASED ON LOCATION PT3 PAINT MOORECRAFT SUPER HIDE VINYL LATEX FINISHED COLOR #2119 -20 "BLACK BERRY" BENJAMIN MOORE 877.626.5676 G.C. G.C. SEE FINISH NOTES FOR TYPICAL PAINT TYPES AND FINISHES BASED ON LOCATION SV1 SHEET VINYL FLOORING CONNECTION CORLON #88703 "DESERT SAND" ARMSTRONG G.C. G.C. HEAT WELDED SEAMS + 6" COVED SELF BASE T51 VINYL TRANSITION STRIP #VT5 - "SHADOW GRAY" ARMSTRONG G.C. G.C. INSTALL PER MFR.'S RECOMMENDATIONS TS2 METAL REDUCER #1951 - MILL FINISH ALUMINUM PEMKO G.C. G.C. INSTALL PER MFR.'S RECOMMENDATIONS TS3 METAL TRANSITION STRIP #AE100 SCHLUTER - SCHEINE G.C. G.C. INSTALL PER MFR.'S RECOMMENDATIONS VB1 4" HIGH VINYL COVE BASE #73 PARCHMENT ARMSTRONG G.C. G.C. INSTALL PER MFR.'S RECOMMENDATIONS WB 1 Y2' HIGH MITERED BOTTOM WOOD BASE (Y4" THICK) BLACK KUNTZWIELER OWNER G.C. INSTALL PER DETAIL WC3 QUATRO LOGO GBP OWNER G.C. SEE FINISH SCHEDULE NOTE #6 WC4 WALL COVERING SHANON G 5352561 WOLF GORDON 800.347.0550 OWNER G.C. SEE FINISH SCHEDULE NOTE #6 WD1 3" WIDE TONGUE AND GROOVE WOOD BRUCE HARDWOOD FLOORS, TURLINGTON AMERICAN EXOTICS, PEPPERCORN E3524/E3624, BIRCH T.B.D. G.C. G.C. 20 - 19 - 18 FINISH SCHEDULE NOTES 17 FINISH SCHEDULE SCALE: SCALE: NOTE: NOT ALL FINISHES MAY BE USED ON THIS PROJECT P652ffle4 0 Nr M� a NI' zj E� O 1:11) 0 C) °- V 1 W U Pai0 < ¢ p PI.4 (7) Ca) u D W O x- L in r-Li 0 O - tn PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENTIS NOT TRANSFERABLE. THE RECIPIENT OF TIES DOCUMENT'S HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS. THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE COMMONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPEOFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMEM• UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: i PROJECT TITLE: SHEET TITLE: RANDALLA. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL; 913-322-5150 FAX. 913- 322 -5155 REG! TERED ijCHITECT D�f`�a1 J'Zf°a z I6 } CITY OF TI..9K NILA nrnllR)nn7 ULL tl I [-Vt.)! Pir= (NH 1 l:�tl I I F SCHEDULES No.A Revision Description Date PROJECT NO.: SHEET NUMBER: 07073 DRAWN BY: KS A2.1 ISSUE DATE: 11/13/07 (CG 1) FROM TOP OF O.F.C.I. IMAGE CENTERED ABOVE BACKWRAP p / 1 z(6 L BASE TO CEILING � REFER TO FIXTURE --------- �� a ' I f C OF BACKWRAP DETAIL I FOR /� INFORMATION o „0 L 0 18 GA. BRAKE METAL - NO SEAMS - POWDER COAT (PC1) _ _ _ _ _ R _ ` - - -� _ - b — _ _ -- - ____ _. r__ -- — _� z AL L Lh„zi(L t -, ` - 1„O,z _ \ \ — — T — — „At t - , ( 1 L -, t; , 56-,z ,0 - ,z „0 = ,z „0 - ,E ____ _ _____.__ - - -- — ._ - s1 I N � _ — - - -- -- — - - -- — — _ _ . � _ - SEE FIXTURE DESIGNATIONS ON SHEET F1.0 I _ t 7 _ __ —� G.C. TO COORDINATE OUTLET LOCATIONS WITH FIXTURE VENDOR - SEE 'E' SHEETS FOR MORE INFORMATION Y. DEN FIXTURE f, O.F.C.I. WALL PANELS WOOD BASE (WB1 ) O.F.C.I. BACKWRAP O.F.C.I. M WALL - O.F C.I. WALL PANELS 12" X 18 GA. SHEET O.F.C.I. MTL. STUD FRAMEWORK FOR SHELF SUPPORT TO (WB1) TO BE MITERED AT CORNERS PROVIDE 12" X 18 GA. SHEET WOOD BASE (WB1) PROVIDE AROUND DENIM WALL FIXTURE METAL BRIDGING BEHIND GYP. BE INSTALLED IN WALL STUD SPACE - REFER TO FIXTURE METAL BRIDGING BEHIND GYP, MANUFACTURER DTL. FOR INFORMATION BD. BD. MORE 5 INTERIOR ELEVATION 4 INTERIOR ELEVATION SCALE: 1 /4" = 1 -0" SCALE: 1 /4" = 1 -0" (CG1) FROM TOP OF CEILING HANGBAR MOUNTED TO CEILING O.F.C.I. 18 GA. BRAKE METAL - I, „ NO SEAMS - POWDER b X 1$ MIRRORS (AT1) ON VERTICAL FACES COAT OF SOFFIT - MATCH CEILING PATTERN BASE TO ,. d I (PC1) (WD1) Y2' BRUSHED — _= _ REFER TO FIXTURE MANUFACTURER O.F.C.I. HANDBAG ACCESSORY SHELVES INFORMATION I T.— o _ � \ DETLFORN „0 - ,0 L - - - - - ____ -- / / / / / . / /'/ i /� l f/ S.S. REVEAL - +L -1L i " L , i „0 - ,L L ...... Il '0 1St L t , L „z/ig ,z __ SEE FIXTURE DESIGNATIONS ON SHEET F1.0 —VI _:_.. �— - G.C. TO COORDINATE OUTLET LOCATIONS WITH FIXTURE VENDOR - SEE 'E SHEETS FOR MORE INFORMATION " � / O.F.C.I. WALL PANELS O.F.C.. DEN M WALL FIXTURE - O.F.C.I. HANDBAG CABINET O.F.C.I. WALL PANELS WOOD (WB1) TO BE MITERED AT CORNERS Y ALUMINUM REVEAL IN GYP BD. FULL HEIGHT BASE (WB1) WOOD BASE O.F.C.I. 3 -WAY FRAME BEYOND INSTALLATION (WB1) MIRROR WITH - REFER TO SEE FIXTURE DESIGNATIONS ON SHEET F1.0 n PROVIDE 12 X 18 GA. SHEET PROVIDE 12 X 18 GA. SHEET AROUND DENIM WALL FIXTURE OF WALL AT CENTERLINE OF GLASS - METAL BRIDGING BEHIND GYP. METAL BRIDGING BEHIND GYP. COORDINATE W /FIXTURE MANUFACTURER DETAIL BD. DRAWINGS BD. 10 INTERIOR ELEVATION 9 INTERIOR ELEVATION SCALE: 1 /4" - 1' -0" SCALE: 1 /4" = 1' -0" 1 1 i - 1 (WB1) k'. ,, . WOOD 1 7 " -- -.., -- -- - =-. V MAXIMUM AP IN BUTT JOINTS GA. BRAKE METAL - 455 PANELS EDGES NO SEAMS - POWDER (TYP.) OAT (PC1) F 1.1 y O.F.O.I. IMAGE _ / / /// / / / / / , /// L 1 — - - • -- --- cv /N A -- ---- _ ___ _____ _____. — _ _ - _AU_ WOOD BASE (WB1) ___� WOOD BASE BASE (WB1) 14 \ F1 .1 O.F.C.I. DOOR PULLS ENTRANCE DOORS SEE DOOR SCHEDULE - RECESSED GLAZING SILL 15 INTERIOR ELEVATION 13 INTERIOR ELEVATION SCALE: 1 /4 = 1 -0 SCALE: 1 /4 = 1' -0 FROM FROM TOP OF (CG 1) FROM TOP OF BASE .., BASE CEILING -9 � TO HEAD OF OPENING 1-17)(017--4gF „0-,0 L „0 L \ / \ / \ � / OPN'TO FITTING 12(:)0M5 / \ / \ I \ \\ / OP�N4O SAL REA / \ / \ / \.-- „zA5-,z „0',8 > > = > > D< A > p < I� OPEN Q� / \/ 4 / N / A \\ _ — — _ - - _' �� „ L L „z4g-,z SEE FIXTURE DESIGNATIONS ON SHEET F1.0 — — — — — — — — — — — - — — — — — — • p p • ' ► P � J C1P - " "`� C>1 N : y w FITTING ROOM DOORS V .` O.F.C.I. WALL PANELS G.C. TO COORDINATE OUTLET LOCATIONS WITH FIXTURE VENDOR - SEE 'E' SHEETS FOR MORE INFORMATION (PREFINISHED) O.F.C.I. WALL PANELS PROVIDE 12" X 18 GA. SHEET PROVIDE 12" X 18 GA. SHEET METAL BRIDGING BEHIND GYP. METAL BRIDGING BEHIND GYP. WOOD BASE (WB1) BD. BD. 20 INTERIOR ELEVATION 18 INTERIOR ELEVATION SCALE: 1 /4" = 1' -0" SCALE: 1 /4" = 1' -0" ra-re ti) x U r4 U PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX. 314.721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH CESGN GROUP FOR USE OF THIS DOCUMENT'S NOT TRANSFERABLE THE RECIPIENT OF TI DOCUMENT'S HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS. THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE so CUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT 15 FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE REOPIENT RETAINS THE OBUGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS. RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOOI DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE REOPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LO55 INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROTECT. PROFESSIONAL SEAL: PROJECT TITLE: ci) ci) w Ca SHEET TITLE: - DEC I1 - 2:O RANDALL A. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL 913- 322 -5150 FAX: 913- 322 -5155 To— - JV'1111 A a - „NI I I :k -6•.R I N-: INTERIOR ELEVATIONS R— LU � Z LL Q Q V No./\ Revision Description Date PROJECT NO.: SHEET NUMBER: 07073 DRAWN BY: A3.0 KS ISSUE DATE: 11/13/07 SOUTHCENTER U 44 H 4 U F3E Q ri 0 $ami Ca PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT 15 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROTECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT 15 FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS4UILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF HIE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPEOFICALLY AGREES TO WANE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOOJMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. 5 'I ISTERED , RCIiIT8r F PROJECT TITLE: C/1 W SHEET TITLE: RANDALL A. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL 913- 322.5150 FAX: 913- 322 -5155 L I'rr_ J r;ra - v €'"„ "T r. '.x' A U te a 1 pH-4ml i I ;i.1i No.Z Revision Description Date INTERIOR ELEVATIONS M O vv MM O a —S LEA LL O w a N W 3 co PROJECT NO.: SHEET NUMBER: 07073 DRAWN BY: �\3. 1 K5 ISSUE DATE: 11/13/07 GUESS? NO. 5089 SOUTHCENTER "X12"X 3 /4' 4' 0" 4' BULLIETIN BOARD WALL STANDARDS AND SHELVES O.F.C.I. HANDBAG 12 PLYWOOD BACKER x -0" BOARD FOR PHONE SYSTEM FURNISHED AND INSTALLED BY G.C. FURNISHED AND INSTALLED BY G.C. PROVIDE 6" } 18 GA. SHEET METAL BLOCKING 17 STUDS BEHIND SHELVES ,,0 L 1 F1.1} EQUIPMENT 2' -8" \ / \ \ x \ \ / / \ „0 N p / \ / N/ 1 II EQ. _ EQ. 1 � - 4")' -4" e II• -, I. HANDBAG SEE FIXTURE DESIGNATIONS ON SHEET F1.0 f EQUIPMENT MICROWAVE VINYL COVE BASE (VB1) VINYL COVE BASE ACCESSORY FIXTURE ACCE WOOD BASE EQUIPMENT MANAGER'S DESK - EQUIPMENT - SEE DETL. 16/F1.1 OVEN, REFRIGERATOR (VB1) / (WB1) O.F.C.I. STOCK SHELVING 5 STOCKROOM ELEVATION 3 STOCKROOM ELEVATION 1 INTERIOR ELEVATION SCALE: 1 /4" = 1' -0" SCALE: 1 /4" = 1' -0" SCALE: 1 /4" = 1' -0" - sL D 01 tad" Li.„,10-0-4,10, I J ,. ._... _ . . i 4 -. .._ ,. -y^ , -- , ___ _ _ ____ ______ ____ _ ___ _ _ „...,.. ____ ___ ____ ___..., _ _ _ / \ \ , \ , \ , x , \ \ / \ , h\ 1 1 1 N / _ VINYL COVE BASE VINYL COVE BASE (VB1) O.F.C.I. STOCK SHELVING (VB1) O.F.C.I. STOCK SHELVING 1 0 STOCKROOM ELEVATION 8 STOCKROOM ELEVATION � - SCALE: SCALE: 1 /4" = 1 -0" SCALE: 1/4" 1' -0" BAR HANG 0.1 BAD .VVITH 12" X 18 GA CONTINOUS SHEET GYP. O.F.C.I. FITTING ROOM HANG WITH 12" X 18 GA CONTINOUS SHEET METAL BLOCKING BEHIND GYP. BD. - TYP. SEE DETAIL 7 /F1.1 OPEN „9, OPEN OPEN I " I ' N-OPEN-N „ / ' / 1 / / / A / / / / / / / " ' r / / / / / / / i ' " - ' 8 CtV ) -- /\ / \ / 8 \ /\ A N r c o 3'-6" / L / /I---- / >PE( 011 �..w. - r T BASE 'I'' / T /A WOOD BASE (WB1) WOOD (WBI) ROOM O.F.C.I. ACCESSIBLE FITTING WOOD BASE (WB1) W OOD BASE (WB1) O.F.C.I. FITTING ROOM FITTING ROOM MIRROR SEE DTL 18/F1.1 BENCH - SEE DETAIL 6/F1.1 a a a a FULL WIDTH FITTING MIRROR SEE DTL 18 /F1.1 ROOM BENCH - SEE DETAIL 6 /F1.1 a a a a 1 1 TYPICAL FITTING ROOM ELEVATIONS 1 ACCESSIBLE FITTING ROOM ELEVATIONS SCALE: 1/4" = 1' -0" SCALE: 1 /4" = I' -0" SCALE: I THESE ELEVATIONS ILLUSTRATE FIXTURES AND FINISHES ONLY. SEE1 8/A5.0 FOR ACCESSIBILITY NOTES AND DIMENSIONS 17 PAINT (PT1) PAINT (PT1) F1.1 O.F.C.I. PAPER CK 2' -0" 42" GRAB BAR 3/11 PAINT PTl TOWEL DISPENSER �' ( ) \... „ n w:/b ve v� ;� p , l " \ c� / / / / O cv _ ., , . 'du dAl , , a — 51 I d , -O „ T a1 �.. � t' II �1/i.Lw■ ♦ – / ♦ r BASE BASE (SV1) BASE (5V1) O.F.C.I. TOILET (SV1) PAPER DISPENSER WAINSCOT (FRP1) WAINSCOT (FRP1) WAINSCOT (FRPI) 36" GRAB BAR O.F.C.I. SOAP DISPENSER a a a a 20 - 19 ° 18 - 17 TOILET ROOM ELEVATIONS SCALE: 1/4" = 1' -0" SCALE: SCALE: SCALE: U 44 H 4 U F3E Q ri 0 $ami Ca PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT 15 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROTECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT 15 FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS4UILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF HIE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPEOFICALLY AGREES TO WANE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOOJMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. 5 'I ISTERED , RCIiIT8r F PROJECT TITLE: C/1 W SHEET TITLE: RANDALL A. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL 913- 322.5150 FAX: 913- 322 -5155 L I'rr_ J r;ra - v €'"„ "T r. '.x' A U te a 1 pH-4ml i I ;i.1i No.Z Revision Description Date INTERIOR ELEVATIONS M O vv MM O a —S LEA LL O w a N W 3 co PROJECT NO.: SHEET NUMBER: 07073 DRAWN BY: �\3. 1 K5 ISSUE DATE: 11/13/07 GUESS? NO. 5089 SOUTHCENTER g l:). NT ^a NN Vv M uJ rr, H iii O /:43 U Wu W 1- H b Cin U I) x r1 7:i "'C -‹ CV PI4 Q M d C 7 IL 7 'D P Fe U x 2 CD W P-1 › c 0O h 'E .- Q PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL: 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: RANDALL A. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL 913-322-5150 FAX: 913 -322 -5155 THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER ORCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN E TENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS-BUILT CONDITIONS. THE RECIPIENT RETAINS THE 0 BUGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK- EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITASIUTY OF THE DOCUMENT FOR THE REOPIENT'S INTENDED USE THE RECIPIENT SPECIFICALLY AGREES TO WANE AND TO INDEMNIFY AND DEFEND ANY AND ALL CAMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTRIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. - gUi PROFES :CHIT PROJECT TITLE: SHEET TITLE: AF1�F9;J.Il CITY OF T19KW.AM_A D `P 1 1 7(1(17 P hmlI t.,;1\1. 1-1 STOREFRONT ELEVATIONS No.A Revision Description Date PROJECT NO.: SHEET NUMBER: 07073 DRAWN BY: A3.2 K5 ISSUE DATE: 11/13/07 5 4" 3- 2 1" SCALE: SCALE: SCALE: SCALE: SCALE: pu--7 ...91.4.5.,f, 1 8 7 b SCALE: SCALE: SCALE: SCALE: SCALE: "WHITE" HALO LIT PIN MTD. LETTERS SUPPLIED AND INSTALLED BY SIGN 1 8 (WD1) NO SEAMS OVER MANUFACTURER • 3/ REVEAL PAINTED BLACK - � � _._ NO EXPOSED FASTNERS 5 . 0 " ......T.G DOOR - USE 6' -0 PLANKS 18 GA. BRAKE METAL NO MIN. SEAMS POWDER COAT (WD1) STAGGER SEAMS EVENLY �_ � • • . _ E ., - (PC1) 20 18 �., L T L � A �- i' .....„ tiM • \ \ GU 18 GA. METAL NO , REVEAL BLACK 4 0 4.1 N 2,, _ 0 EXPOSED FASTNERS • 4.1 (WD1) ► 18 GA. BRAKE METAL - NO SEAMS POWDER COAT / / / .- — E S S / _.. _ _.— ._ _' - BRAKE - SEAMS -POWDER COAT (PC1) - (PC1) (WD1) 1- 6; 4 1.4 _ f _._ . . _ _ ____._ - .. - // / / / , / // / / / / TO ALIGN WITH DOOR HEAD - // / \ / / / / / EXISTING NUTRAL PIER (WD1) ) / / ` / / / / / I / / / L i ic, 10' DATUM LINE LI4 in _______ / / / / _______. EXISTING NUTRAL PIER - _ __ Y2" REVEAL PAINTED BLACK - NO EXPOSED FASTNERS \ _ RECESSED GLAZING CHANNEL O.F.C.I. DOOR PULLS EXISTING MALL COLUMN ENTRANCE DOORS BY 14 Y$' MAXIMUM GAP IN BUTT JOINTS TYP. G.C. RECESSED GLAZING CHANNEL 14 5.0 Y TEMP. GLASS PANELS WITH POLISHED EDGES TYP. - SEE DOOR SCHEDULE Y 5.0 TEMP. GLASS PANELS WITH POLISHED EDGES TYP. 20 STOREFRONT ELEVATION SCALE: 1 /2" = 1' -0" g l:). NT ^a NN Vv M uJ rr, H iii O /:43 U Wu W 1- H b Cin U I) x r1 7:i "'C -‹ CV PI4 Q M d C 7 IL 7 'D P Fe U x 2 CD W P-1 › c 0O h 'E .- Q PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL: 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: RANDALL A. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL 913-322-5150 FAX: 913 -322 -5155 THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER ORCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN E TENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS-BUILT CONDITIONS. THE RECIPIENT RETAINS THE 0 BUGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK- EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITASIUTY OF THE DOCUMENT FOR THE REOPIENT'S INTENDED USE THE RECIPIENT SPECIFICALLY AGREES TO WANE AND TO INDEMNIFY AND DEFEND ANY AND ALL CAMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTRIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. - gUi PROFES :CHIT PROJECT TITLE: SHEET TITLE: AF1�F9;J.Il CITY OF T19KW.AM_A D `P 1 1 7(1(17 P hmlI t.,;1\1. 1-1 STOREFRONT ELEVATIONS No.A Revision Description Date PROJECT NO.: SHEET NUMBER: 07073 DRAWN BY: A3.2 K5 ISSUE DATE: 11/13/07 PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314,721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE THE REOPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE LINDER THE FOLLOWING TERMS AND CONDITIONS, THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS, THE REOPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK EPOCH DESIGN GROUP MAILS NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPEOHCALLY AGREES TO WANE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTRIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE REOPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: RANDALL,A NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL: 913- 322 -5150 FAX: 913- 322 -5155 PROJECT TITLE: SHEET TITLE: PROJECT NO.: 07073 ISSUE DATE: 11/13 -07 W t/7 Z 0 1- U Z 0 U ce M u � W 0 X N 1 ,/j LLi 0 J O Lo 6 SITE CONDITIONS 05/08/08 5 FINAL REVIEW SET 04/29/08 4 LL /OWNER CMNTS 04/18/08 3 OWNER COMMENTS 02/26/08 2 L.L. /OWNER /CITY CMNTS 01/10/08 1 L.L. /OWNER COMMENTS 12/14/07 No.L Revision Description Dote ENLARGED STOREFRONT PLAN SHEET NUMBER: DRAWN BY: A44.0 KS GUESS? NO. 5089 4X4X8BLACK ALUMINUM ANGLE (WD1) - MITER CORNERS . A • - 'f ( 11 l l I 1 1 • / %g TYPE') CONTINUA " - ■ )111111;iiil1 11 *11 11- W\ '\ _ \ l l 1 - 11 . 11 - BLOCKING \ \�� Inr fr L 3 1 • • " 1 l 3 �� /e F.R.T. MDF OVER l ,i, 5 /8" TYPE 'X' GYP. BD. 11 l l 3 1 l 11 1 l F ------ -------- A • l 1 2 TEMPERED GLASS AND GLAZING CHANNEL L BELOW (WD1) - MITER CORNERS ^ � .. f r, /4 CLEAR ANODIZED • ALUM. REVEAL 3 /„ 1 rr.-• .. ��r . _ ' "_`"_�, _ . _ ._.. � N N tNI N NN I N ..- �� V F.R.T. MDF OVER %" TYPE 'X' GYP. BD. OVER) � ._ . \ 3 5 /s' METAL STUDS AT 16" O.C. }} / 3 / " F.R.T. MbF OVER a 5 /8" TYPE 'X' GYP. BD. ._...: .... / ..... r ` , ._.. - .�,, , t: , .__�'_ -r •___ • __f _�.._../ LANDLORD FINISH \\ 3 /4" CLEAR ANODIZED LANDLORD CONSTRUCTION /4\\..__.-^.__-"\-_,-^.—/-•-__,w-_ (WD1) - MITER ALL CORNERS ,, ∎.∎-- ,/ .r�. (3/4I CLEAR ANODIZED ALUM. REVEAL J J _ Jt�� /� /� J -LANDLORD F IS1 (WD1) - MITER ALL CORNERS ALUM. REVEAL ENLARGED STOREFRONT DETAIL ENLARGED STOREFRONT DETAIL ENLARGED STOREFRONT DETAIL ENLARGED STOREFRONT DETAIL SCALE 6 = 1 -0" SCALE: 6" = 1' -0" SCALE: 6" = 1 -0" SCALE: 6" = 1' -0" SCALE: �� -- V - _,-�.- �._� -, 5 " TYPE 'X' GYP. BD. ON EXISTING DEMISING PARTITION TO DECK ABOVE `"'"�' -- \ - REVIEWS® FOR ®I�P�- CO DE CIPNCE APPROVED •` 5 /e' 'X' f ON 3 5 /s" X 1$ GA. METAL STUB FRAMING \- : 200 TYPE GYP. BD. ��� PAINT (PT1) BU If ill a • 11_,,, \ \ 5 4" TYPE I X I GYP. BD. TO 6" BELOW DECK ABOVE OVER 3 5 /a' METAL STUD FRAMING AT 16" O.C. MAX. - LOCATE, AS REQUIRED TO CONCEAL STRUCTURAL BRACE AND MAXIMIZE SALES FLOOR SPACE v . EXIST. DEMISING PARTITION % � -SEE SHEET A1.0 1. 5 / TYPE 'X' GYP. BD. ON 3 r - - 1 NOTE VERIFY WITH ON SITE TENANT COORDINATOR ON TRENCHING OR CHIPPING OF SLAB REQUIREMENTS AND GET APPROVAL PRIOR TO PROCEEDING WITH WORK. J ` " -' __-^. /••-___,,,..._ "� ``: • • DASHED LINES INDICATE SENSORMATIC . . 5 /a' _. _ _ _ r _ -� ANTENNA TO BE RECESSED INTO SLAB - COORDINATE ALL WORK WITH CONTACT LISTED ON THIS SHEET DEADBOLT WITH THUMB TURN ON INTERIOR RAIL F b R - ONLY MOUNTED IN BOTTOM O OO DUSTPROOF STRIKE RECESSED INTO SLAB 4 . X 18 GA. METAL STUD 4.0 � FRAMING - PAINT (PT1) C ,. , . v V �� DEADBOLT KEYED CYLINDER ON , ,' WITH EXTERIOR AND THUMB TURN ON INTERIOR MOUNTED IN BOTTOM RAIL OF DOOR - DUSTPROOF STRIKE RECESSED INTO SLAB _ � HSS4X4Xa STEEL COLD�N - AND BASE PLATE SEE DETAILS �I_____. 03 „� $ ON SHEET A5.1 ALL CORNERS \ HSS 4 X 4 X a STEEL COLUMN AND BASE ` ` (WD1) -MITER � �"'� - ` PLATE SEE DETAILS ON SHEET A5.1 H TEM G WITH POLISHED EDGES , ` .. I' 3 11 MDF 5 II Y I X I / F.R.T. M F OVER /$ T _ GYP. BD. OVER 3 5 /s METAL STUDS AT 16" OC .. _ i - ;.. .... , i -.. -- 4 4 - / F� L / M i /1 ;::; f .. - _ ` 2 1 _ 5 1 1 �� - D WITH MAX. GAP Y4 (NO SEALANT) - TYP. - S EALA P PROVIDE , AND ASE PLATE - SEE O DETAILS •:_: 5 'X' 1111621■ GLAZING CLIPS PER ELEVATIONS 1 X 1 CONCEALED firA p /S' TYPE GYP. BD. ^.. - H LJ_ I M I I P T \ NET11,__ _, -m/ grill 1 11 GLAZING CHANNEL FINISH ON SHEET A5.1 1 ` ` TO MATCH M1) i t TYP. I .�. -- e .- . ,J_. N' . .ti 1 }, tik ti? I I II I ii — I [ LINE INDICATES CENTER OF STOREFRONT SUPPORT BEAM ABOVE - SEE STOREFRONT SECTIONS ON SHEET A4.1 AND DETAILS ON SHEET A5.1 _ ■■ 5 'X' iii ' . I I I / \ I /Q' TYPE GYP. Bb. - 1 I `` ` � ��� % � 1.11.10111 I PAINT (PT1) ) j , ( A f ( - -, l/2 '`, .. , N 1-;-- 1 • (WD1� -MITER A1 ,,CORNERS_, / 3 /8 11 F.R.T. MDF OVER 5 /8' TYPE ` : 5 n a . X GYP. B0. OVER 3��/8 �/4 I •. • 1 = _ ■ .� I ETAL STUDS AT 1b O.C. l ' ' IIV - I L 1 % , ` ,` 1 1116-4., i _ -� � o DOOR PANEL IN OPEN POSITION one - ? . i 4•� ) � ��� � 2 SUM. q \ • 4 A DOOR STOP AND RUSTPROOF FLOOR `' �� .... �' © ( ; - — STRIKE (BELOW) - SET WITH DOORS OPEN '— r 1 1 /2 I ' ^ I r� 90 DEGREES - LOCATE TO PREVENT ANY PART OF DOOR FROM STRIKING ADJ ACENT SURFACE IN OPEN POSITION - (TYP. OF 2) p = �•� '� .0 — ! j �� Z�2 I 9 3 � V 0 II 9 }4 LEASE LINE NEW MALL TILE (MF1) FROM LINE OF CLOSURE TO EDGE OF EXIST. MALL TILE - ALIGN GROUT JOINTS WITH MALL TILE BEYOND LEASE LINE Y TEMP GLASS WITH POLISHED EDGES - BUTT GLAZED WITH Y MAX. GAP (NO SEALANT) - TYP. - PROVIDE GLAZING CLIPS PER ELEVATIONS 1" X 1" CONCEALED GLAZING CHANNEL TYP. - FINISH TO MATCH (M1) TYP. 61^011 2 ' - 22 11 'ALUM. EXISTING NEUT PIER TO REMAIN 2' -2j2" L EXISTING MALL COLUMN TO REMAIN (MF1) FLOORING FROM LEASE LINE TO GLAZING CHANNEL AND CLOSURE LINE - TYP. 2 -2 REVEAL EXISTING NEUTRAL PIER TO REMAIN 13' -8)8" 9 1 -1 411 4' -7" 21 11 -o7 /8" 2, -O" 30'- 83/4" ' 21 -O" 2' -6" 2 -0" 5' -0 1 ' -338" 34 8'-8" 3Y21' 45'- 10 RECEIVED CITY OF TUKVVRA MAY 12 2008 PERMIT CENTER 25 MAAUC LYC CORP. SUITE 329 IRVINE, CA 92618 ATTN: DARA FREIMANN `"r=0' 4145/+ DO7 SEE SHEET A3.2 FOR VERTICAL SECTION CUTS AT STOREFRONT ELEVATION PH: (310) 863 -9000 FAX: (818) 991 -4463 dfreimann @adt.com 20 ENLARGED STOREFRONT PLAN SCALE: 1" = 1' -0" PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314,721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE THE REOPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE LINDER THE FOLLOWING TERMS AND CONDITIONS, THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS, THE REOPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK EPOCH DESIGN GROUP MAILS NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPEOHCALLY AGREES TO WANE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTRIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE REOPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: RANDALL,A NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL: 913- 322 -5150 FAX: 913- 322 -5155 PROJECT TITLE: SHEET TITLE: PROJECT NO.: 07073 ISSUE DATE: 11/13 -07 W t/7 Z 0 1- U Z 0 U ce M u � W 0 X N 1 ,/j LLi 0 J O Lo 6 SITE CONDITIONS 05/08/08 5 FINAL REVIEW SET 04/29/08 4 LL /OWNER CMNTS 04/18/08 3 OWNER COMMENTS 02/26/08 2 L.L. /OWNER /CITY CMNTS 01/10/08 1 L.L. /OWNER COMMENTS 12/14/07 No.L Revision Description Dote ENLARGED STOREFRONT PLAN SHEET NUMBER: DRAWN BY: A44.0 KS GUESS? NO. 5089 G.C. TO INSTALL 1 LAYER 5 /8' T PE 'X' GYP. BD. AT BACK OF LANDLORD'S BULKHEAD (WD1) INSTALLED HORIZONTALLY - MITER ALL CORNERS (1) LAYER 3 /8" F.R.T. MDF 5 /8' TYPE 'X' GYP. BD. 1" X 2" CONCEALED GLAZING CHANNEL FINISH TO MATCH (M1) CONTINUOUS BEAD OF CLEAR SILICONE BOTH FACES OF GLASS RECESSED LIGHT FIXTURE - SEE REFLECTED CEILING PLAN AND ELECTRICAL SHEETS FOR MORE INFORMATION Y2 CLEAR TEMPERED GLASS PANEL WITH Y4 GAPS AND POLISHED EDGES LEASE LINE CONTINUOUS BEAD OF CLEAR SILICONE BOTH FACES OF GLASS 1" X 1" CONCEALED GLAZING CHANNEL FINISH TO MATCH (M1) (MF1) FROM LEASE LINE TO GLAZING CHANNEL FINISHED FLOOR - SEE ENLARGED STOREFRONT PLAN TOP OF EXIST. SLAB EXTEND MTL. STUDS TO STRUCTURE ABOVE & ANCHOR. CRITICAL! COORD. WITH LANDLORD FOR APPROVED ANCHORAGE DETAILS (SEE SHEET A5.1 FOR TYP. CONNECTIONS) 3 5/8" X 20 GA. MTL. STUD BRIDGING AT MID -SPAN OR 60" O.C. MAX. (TYP. AT KICKERS) TOP OF STEEL 3 3/4" X 20 GA. DIAGONAL METAL STUD BRACES AT 48" O.C. 4 x 4 x 1 8GA. CLIP ANGLE I HSS 12 x 4 x Y4 STOREFRONT SUPPORT BEAM - WELD TO STEEL COLUMNS ,,,...__.,...,___^.. _ _'ti " � 3% "20GA. METAL - 1 \ 4 STUD FRAMING AT 16" O.C. TYP. U.N.O. SUSPENDED 5 /8" GYP. BD (WD1) INSTALLED PARALLEL TO LEASE LINE AND STOREFRONT - MITER ALL CORNERS DISPLAY TRACKS SEE DETAIL 20/A5.1 CEILING 20 STOREFRONT SECTION AT GLAZING SCALE: 1 1 /2" = 1' -0" DETAIL REVISED TYPICAL NOTES: -ALL STRUCTURAL METAL STUDS AND THOSE EXCEEDING 16' IN HEIGHT SHALL BE 18 GA. ALL OTHERS SHALL BE A MINIMUM OF 20 GA. - ABSOLUTELY NO COMBUSTIBLE MATERIALS ABOVE CEILING IN PLENUM SPACE. - STOREFRONT FRAMING SHALL BE PLUMB AND SQUARE WITH A MAXIMUM OF Y8' VARIATION WITHIN 10' -0" - CRITICAL!! 18 .C=aoNOM.M.M.PSI oo IJA 901 G.C. TO INSTALL 1 LAYER 5 /a' T PE 'X' GYP. BD. AT BACK OF LANDLORD'S BULKHEAD EXIST. LANDLORD CONSTRUCT[ON SHOWN HATCHED SCALE: 1 1 /2" = 1' -0" 3 5 /a" 20 GA. METAL STUD FRAMING AT 16" O.C. TYP. U.N.O. (WD1) INSTALLED HORIZONTALLY - MITER ALL CORNERS (1) LAYER % F.R.T. MDF %' TYPE 'X' GYP. BD. RECESSED LIGHT FIXTURE - SEE REFLECTED CEILING PLAN AND ELECTRICAL SHEETS FOR MORE INFORMATION (WD1) INSTALLED PARALLEL TO LEASE LINE AND STOREFRONT - MITER ALL CORNERS LEASE LINE (MF1) FROM LEASE LINE TO GLAZING CHANNEL FINISHED FLOOR - SEE ENLARGED STOREFRONT PLAN TOP OF EXIST. SLAB STOREFRONT SECTION AT ENTRANCE L. O DETAIL REVISED./ EXTEND MTL. STUDS TO STRUCTURE ABOVE & ANCHOR. CRITICAL! COORD. WITH LANDLORD FOR APPROVED ANCHORAGE DETAILS (SEE SHEET A5.1 FOR TYP. CONNECTIONS) 12 12 3 5/8" X 20 GA. MTL. STUD BRIDGING AT MID -SPAN OR 60" O.C. MAX. (TYP. AT KICKERS) 3 5 /8" 18 GA. METAL STUD FRAMING AT 48" O.C. - \ 4x4x 1 8GA. CLIP ANGLE ) ///5\ _..., HSS 12 x 4 x Y4 STOREFRONT SUPPORT BEAM - WELD TO STEEL COLUMNS ` 4\ 3 %" X 20 GA. DIAGONAL METAL STUD BRACES AT 48" O.C. 3 5 /g 20 GA. METAL STUD FRAMING AT 16" O.C. TYP. U.N.O. SUSPENDED 5 /8' GYP. BD. CEILING GLAZING CHANNEL - FINISH TO MATCH (M1) CONTINUOUS BEAD OF CLEAR SILICONE BOTH FACES OF GLASS 3/2" CLEAR TEMPERED GLASS TRANSOM RECEIVED CITY OF TUKW ILA MAY 12 2008 PERMIT CENTER TOP OF STEEL CLEAR TEMPERED FRAMELESS GLASS DOORS RECESSED DUSTPROOF FLOOR STRIKES FOR GLASS DOORS - GROUT IN PLACE FLUSH WITH FINISHED FLOOR TYPICAL NOTES: -ALL STRUCTURAL METAL STUDS AND THOSE EXCEEDING 16 IN HEIGHT SHALL BE 18 GA. ALL OTHERS SHALL BE A MINIMUM OF 20 GA. - ABSOLUTELY NO COMBUSTIBLE MATERIALS ABOVE CEILING IN PLENUM SPACE. - STOREFRONT FRAMING SHALL BE PLUMB AND SQUARE WITH A MAXIMUM OF Y8' VARIATION WITHIN 1 0'-0" - CRITICAL!! PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE REOPIENT OF THIS DOCUMENT 15 HEREBY ADVISED THAT IT I5 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS THE DOCUMENT IS TO RE USED ONLY IN CONUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOLUMENT ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BURT CONDITIONS. THE RECIPIENT RETAINS THE ORUGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAILS NO WARRANTY AS TO THE SUITABIUTY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CALMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, .ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR .ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOa1MEEN1. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCIIMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL PROJECT TITLE: 6 SITE CONDITIONS 05/08/08 5 FINAL REVIEW SET 04/29/08 4 LL /OWNER CMNTS 04/18/08 3 OWNER COMMENTS 02/26/08 2 LL/OWNER/CITY CMNTS 01/10/08 1 LL /OWNER COMMENTS 12/14/07 No.A Revision Description Date SHEET TITLE: STOREFRONT SECTIONS PROJECT NO.: 07073 DRAWN BY: K5 ISSUE DATE: 11/13 -07 H C) W II V RANDALL A. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL 913-322-5150 FAXz 913 - 322 -5155 co Lu Q O W Lc] V L z z NO nu W a a . I-- W z 0 U DC I-- Z 0 U SHEET NUMBER: A4.1 H U H H fan e cif) F-0 11) U PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORISATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE, THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS THE DOCUMENT 15 TO SE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBUGATION TO VERIFY THE CANERITONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE AU. DIMENSIONS, FABRICATION METHODS, RELATEDAND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITAEIUTY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: PROJECT TITLE: SHEET TITLE: STOREFRONT SECTIONS PROJECT NO.: 07073 ISSUE DATE: 11/13 -07 ce N a M , w 7 I — Q up X cri ua r 74 0 O I � U) RANDALL NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL 913- 322 -5150 FAX: 913- 322 -5155 6 SITE CONDITIONS 05/08/08 5 FINAL REVIEW SET 04/29/08 4 LL /OWNER CMNTS 04/18/08 3 OWNER COMMENTS 02/26/08 2 L.L. /OWNER /CITY CMNTS 01/10/08 1 L.L. /OWNER COMMENTS 1 2/1 4/07 No./\ Revision Description Date SHEET NUMBER: DR K 5 N BY: A4.2 CONSTRUCTION SET GUESS? NO. 5089 1 ! / 441 44° °11°1 ,,, 4 , 1 1 1 ) i 12 G.C. TO INSTALL 1 LAYER %' TYPE 'X' GYP. BD. AT BACK OF BULKHEAD EXTEND MTL, STUDS TO STRUCTURE ABOVE & ANCHOR. CRITICAL! COORD. WITH LANDLORD FOR APPROVED ANCHORAGE DETAILS (SEE SHEET A5.1 FOR TYP. CONNECTIONS) C 3 5 /' X 20 GA. MTL. STUD BRIDGING AT MID -SPAN OR 60" O.C. MAX. (TYP. AT KICKERS) 5 /8" LANDLORD'S A A EXIST. LANDLORD CONSTRUCTION SHOWN HATCHED ,11--. ...,,.„......._____,..., (WD1) INSTALLED HORIZONTALLY MITER ALL CORNERS 12 /\ I A - �� (WD1) INSTALLED HORIZONTALLY .twic / / / , ftlitz u — — � INpZIM - + + ` + + ` (• ') 1 ( 1 ( `` / ( / I ., 3 X 20 GA. DIAGONAL METAL STUD BRACES AT 48" O.C. 3 V 18 GA. METAL STUD FRAMING AT 48" O.C. 4 4 18GA. CLIP ANGLE SCALE: SCALE: x x )L HSS 12 X 4 X 1 /4 STOREFRONT SUPPORT BEAM - WELD TO STEEL ` COLUMNS /..,__,^ 1 At. 5 /g' 20 - MITER ALL CORNERS 3 1I LAYERS /a F.R.T. MDF (\ ) i \ I 1 3 GA. METAL STUD FRAMING AT 16" O.C. TYP. U.N.O. --,----v---- 111 SUSPENDED 5 /e' GYP. BD. CEILING (2) % TYPE 'X' GYP. BD. 1 X 2" CONCEALED GLAZING CHANNEL - FINISH 7 J , ' T T + , , „.„-v � T T •I• I • s ...r. .«....... _ , w I � . Fri ---- � ___,,y .�.�� — ITI --. i / / „0 1 11.IP �' - -r I/ 1 % j ' j / / j` / ' / j / 1 / _ ..,. J / 1 1' -6' \ ( ( i /// 1 TO MATCH (M1) CONTINUOUS BEAD OF CLEAR SILICONE BOTH FACES OF GLASS RECESSED LIGHT FIXTURE - SEE REFLECTED CEILING PLAN AND ELECTRICAL SHEETS FOR MORE . -. . ... . I , ! INSTALLED PARALLEL TO 1 0 7 9 _ / j 4' -1" / , / (WD1) LEASE LINE AND STOREFRONT - MITER ALL SCALE: SCALE: INFORMATION Y2 CLEAR TEMPERED GLASS PANEL WITH %4" GAPS AND / / / j / , CORNERS DISPLAY TRACKS SEE �I DETAIL 20/A5.1 / J /4. POLISHED EDGES LEASE LINE . � ? I TO CONTINUOUS BEAD OF CLEAR % 1 / % j / / i E �l C OD E / , , / / 1 / / C ®MPLI� p I 0 1 2r0 \‘, D RECEIVED CITY OF TIIIM MAY 12 20 1 5 1 SCALE: SCALE: SILICONE BOTH FACES OF GLASS 1" X 1" CONCEALED GLAZING / / / / � CHANNEL FINISHED TO MATCH (M1) — (MF1) FROM LEASE LINE TO CHANNEL GLAZING FINISHED FLOOR - SEE ENLARGED STOREFRONT PLAN 1 ?SIT CEN TOP OF EXIST. SLAB TYPICAL NOTES: - ALL DDI,Lit62.16, STRUCTURAL METAL STUDS AND THOSE EXCEEDING 16' IN HEIGHT SHALL BE 18 GA. ALL OTHERS SHALL BE A MINIMUM OF 20 GA. - ABSOLUTELY NO COMBUSTIBLE MATERIALS ABOVE CEILING IN PLENUM SPACE. - STOREFRONT FRAMING SHALL BE PLUMB AND SQUARE WITH A MAXIMUM OF %S" VARIATION WITHIN 10' -0" - CRITICAL!! (J 18 STOREFRONT SECTION AT GLAZIN ._ ( DETAIL REVI j 20 •• 1 - SCALE: 1 1/2 = 1' -0" SCALE; SCALE H U H H fan e cif) F-0 11) U PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORISATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE, THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS THE DOCUMENT 15 TO SE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBUGATION TO VERIFY THE CANERITONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE AU. DIMENSIONS, FABRICATION METHODS, RELATEDAND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITAEIUTY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: PROJECT TITLE: SHEET TITLE: STOREFRONT SECTIONS PROJECT NO.: 07073 ISSUE DATE: 11/13 -07 ce N a M , w 7 I — Q up X cri ua r 74 0 O I � U) RANDALL NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL 913- 322 -5150 FAX: 913- 322 -5155 6 SITE CONDITIONS 05/08/08 5 FINAL REVIEW SET 04/29/08 4 LL /OWNER CMNTS 04/18/08 3 OWNER COMMENTS 02/26/08 2 L.L. /OWNER /CITY CMNTS 01/10/08 1 L.L. /OWNER COMMENTS 1 2/1 4/07 No./\ Revision Description Date SHEET NUMBER: DR K 5 N BY: A4.2 CONSTRUCTION SET GUESS? NO. 5089 o ta.),0 H r-1 e Famswzi COO IJ FEI U a) PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS. THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS-BUILT CONDmONS. THE RECIPIENT RETAINS THE OBUGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WANE AND TO INDEMNFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOO1 DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROJECT TITLE: SHEET TITLE: 07073 DRAWN BY: A5 KS ISSUE DATE: 11/13/07 RECEIVED CITY Oh I iy(s. ,+1~;9 A OM 1 1 7007 DETAILS FICI ilVil l..4-Z , I tj i RANDALL A. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL 913-322-5150 FAX: 913- 322 -5155 W V) No.A Revision Description Date PROJECT NO.: SHEET NUMBER: .0 GUESS? NO. 5089 SOUTHCENTER SEE REFLECTED CEILING PLAN FOR CEILING SEE DETAILS ON SHEET A5.1 FOR APPROVED STRUCT. ABOVE STRUCT. ABOVE I - SEE DETAILS ON SHEET A5.1 FOR APPROVED METHOD OF ATTACHMENT TO STRUCTURE BASED ON FIELD CONDITION - PROVIDE 3 5/8" 20 GA. BRACING A1 5 ° TO STRUCTURE 48" O.C. MAX. FOR STUS EXCEEDING 16' HEIGHT " "TYPE STRUCT. ABOVE � SEE DETAILS ON SHEET A5.1 FOR APPROVED METHOD OF ATTACHMENT TO STRUCTURE STRUCT. ABOVE / — 4 y METHOD OF ATTACHMENT TO STRUCTURE BASED ' ON FIELD CONDITION PROVIDE 3 5/8" 20 GA. ( \ BASED ON FIELD CONDITION - PROVIDE 3 5/8" 20 GA. BRACING AT 45' TO STRUCTURE 48" O.C. MAX. FOR STUDS EXCEEDING 16' HEIGHT • 0 INFORMATION , -� - - SEE DETAILS ON SHEET A5.1 FOR APPROVED _ - , BRACING AT 45" TO STRUCTURE 48" O.C. MAX. FOR STUDS EXCEEDING 16' HEIGHT SECURE 5/8" TYPE "X" GYP. BD. WITH 1 "TYPE I S' DRYWALL SCREWS 8" O.C. ALONG EDGES METHOD OF ATTACHMENT TO STRUCTURE BASED ON FIELD CONDITION - PROVIDE 3 5/8" O.C. MAX. FOR STUDS EXCEEDING 16' HE 20 GA. BRACING AT 45' TO STRUCTURE 48" � FIRE BLOCK AT CEILING BRACE FRAMING TO PARTITION AT 32 O.C. 1 FIRE BLOCK AT CEILING SECURE 5/$" TYPE GYP. BD. WITH 1 I S' "X" DRYWALL SCREWS 8" O.C. ALONG EDGES VERT. AND 12" O.C. IN FIELD OF PANEL - EXTEND TO DECK ABOVE AND SEAL FOR 1 -HOUR RATING 25 METAL 24" . SECURE 5/8" TYPE "X" GYP. BD. WITH 1" TYPE I S' DRYWALL SCREWS 8" O.C. ALONG EDGES , AND 12' O.C. IN FIELD OF PANEL - EXTEND TO DECK ABOVE AND SEAL FOR 1 -HOUR RATING 20 GA. • AND 12 O.C. IN FIELD OF PANEL III +a- + -I- SECURE 5/8" TYPE GYP. BD. WITH 1 TYPE S DRYWALL SCREWS �� 8' O.C. ALONG EDGES AND 12 O.C. IN FIELD OF PANEL 20 GA. 1 5/8" TO 3 5/8" MTL. STUDS 16" O.C. MAX. TO UNDERSIDE OF CEILING ABOVE SECURE 5/8" TYPE "X" GYP. BD. WITH 1" TYPE 'S' DRYWALL SCREWS 8" O.C. ALONG EDGES AND 12" O.C. IN FIELD OF PANEL EXIST. DEMISING WALL FINISH CEILING FINISHED CEILING GA. STUDS O.C. TO UNDER SIDE OF STRUCT. ABOVE • I •I :• � 4 7/ 8 11 .4 FINISH CEILING ANCHOR RUNNER TRACK W/ HILTI DX LOW NCHO ER ACK W/ METAL STUDS 16" O.C. TO UNDER SIDE OF STRUCT. ABOVE ANCHOR RUNNER TRACK W/ HILTI DX LOW FIRE BLOCK AT CEILING 3 5/8" 20 GA METAL STUDS AT 16" O.C. MAX. VELOCITY POWDER ANCHORS r 0.145 DIA. x 3/4" LONG AT 16" O.C. (ICBO REPORT # 2388) 1 5/8" TO 3 5/8" 20 GA. 16" O.C. MAX. METAL STUDS TO UNDERSIDE OF STRUCT. ABOVE ANCHOR RUNNER TRACK W/ HILTI DX VELOCITY POWDER ACTUATED ANCHORS 0.145 DIA. x 3/4" LONG AT 16" O.C. (ICBO 11011 TO UNDERSIDE ABOVE OF TRACK ANCHOR RUNNER TRACK W/ HILTI DX LOW VELOCITY POWDER ACTUATED ANCHORS ANCHOR RUNNER TRACK W/ DX LOW ANCHOR STUDS TO TRACK W #10 / SHEET MTL. SCREW EACH SIDE. LOW VELOCITY POWDER ACTUATED ANCHORS 0.145 DIA. x 3/4 LONG AT „ 1 b O.C. (ICBO REPORT # 2388) ANCHOR STUDS TO TRACK W #10 / SHEET MTL. SCREW EACH SIDE. ANCHOR STUDS TO TRACK W/ #10 SHEET MTL. SCREW EACH SIDE. ANCHOR STUDS TO TRACK W/ #10 SHEET MTL. SCREW EACH SIDE. % i / 0.. O.C. 145 DIA x 3/4" LONG AT 16" CBO REPORT # 2388) VELOCITY POWDER ACTUATED ANCHORS II O.C. (TURD 0.145 DIA. x 3/4 LONG AT 16 REPORT # 2388) ANCHOR STUDS TO TRACK W/ #10 SHEET MTL. SCREW EACH SIDE REPORT # 2388) "' NOTE: SEE ROOM FINISH SCHEDULE FOR WALL 4 FINISH AND BASE MATERIAL NOTE AT SIMILAR CONDITION, NO NEW GYP. NOTE: SEE ROOM FINISH SCHEDULE FOR WALL NOTE: SEE ROOM FINISH SCHEDULE FOR WALL NOTE: SEE ROOM FINISH SCHEDULE FOR WALL FINISH AND BASE MATERIAL NOTE: AT SIMILAR CONDITION, NO NEW GYP. 1 HR. FIRE RATED RECC EIVE EXIST. BD SMOOTH TO FINISH AND BASE MATERIAL NOTE: AT SIMILAR CONDITION, NO NEW GYP. FINISH AND BASE MATERIAL NOTE: AT SIMILAR CONDITION, NO NEW GYP. BD PATCH EXIST. GYP. BD SMOOTH TO RECEIVE NEW FINISH. - UL A09 NOTE: AT SIMILAR CONDITION, NO NEW GYP. BD, PATCH EXIST. GYP. BD SMOOTH TO RECEIVE NEW FINISH. BD, PATCH EXIST. GYP. BD SMOOTH TO RECEIVE NEW FINISH. OR EQUAL BD, PATCH EXIST. GYP. BD SMOOTH TO RECEIVE NEW FINISH. 1 HR. FIRE RATED - UL #U -419 OR EQUAL 5 PARTITION TYPE PARTITION TYPE (FURRING AT DEMISING WALL) T PARTITION TYPE (NON RATED) 2 PARTITION TYPE (DEMISING WALL) PARTITION TYPE SCALE: 1 1 /2" = 1' -O" SCALE: 1 1 /2" = 1' -O" SCALE: 1 1 /2" = 1' -O" SCALE: 1 1 /2" = 1' -O" SCALE: 1 1 /2" = 1' -0" SEE DETAILS ON SHEET A5.1 FOR APPROVED / o co \ ANCHOR STUDS TO TRACK W/ #10 SHEET MTL. SCREW EACH SIDE. STRUCT. ABOVE �y METHOD OF ATTACHMENT TO STRUCTURE BASED ON FIELD CONDITION PROVIDE 3 5/8" 20 GA. I I GYP. BD. PARTITION METAL W/ STUDS STIFFENER KNOCK - DOWN H.M. DOOR FRAME INSTALL (3) MTL. JAMB ANCHORS AND ONE FLOOR CLIP — ____ — - � BRACING AT 4$ ° TO STRUCTURE 48" O.C. MAX. FOR STUDS EXCEEDING 16' HEIGHT SECURE 5/8" TYPE "X" GYP. BD. WITH 1" TYPE 'S' DRYWALL SCREWS 8" O.C. ALONG EDGES AND 12" O.C. IN FIELD OF PANEL /-- FINISH CEILING • • 1 1 l 1 l l 1 1 l l 1111 1111 l l 1111 1 1 r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r l 1 1 l l l l l 1 1 l 1 1 1 1 (WD1) INSTALLED 3 5/8" 20 GA. METAL STUDS AT HORIZONTALLY 3/s F.R.T. MDF \ 16" O.C. MAX. SECURE 5/8" TYPE "X" GYP. BD. " ' ' WITH 1 TYPE DRYWALL SCREWS 8" O.C. ALONG EDGES AND 12 O.C. IN FIELD OF PANEL, 7411 FIRE BLOCK AT CEILING 6" 20 GA. METAL STUDS AT 16" O.C. MAX. TO _ cv \ \ - � PAINT PT1. F5 RETURN BRAKE METAL p UNDERSIDE OF STRUCT. ABOVE • ANCHOR ;Li ANCHOR RUNNER TRACK W/ HILT DX LOW VELOCITY P ACTUATED ANCHORS p.14S DIA. x 3/ 4" LONG AT 16" O.C. (ICBO REPORT # 2388) NOTE SEE ROOM FINISH DOOR. NOTE: HEAD DETAIL SIMILAR RUNNER TRACK W/ HILTI DX LOW ANCHOR STUDS TO TRACK W/ #10 SHEET MTL. SCREW EACH SIDE. I ' � VELOCITY POWDER ACTUATED ANCHORS 0.145 DIA. x 3/4" LONG AT 16" O.C. (ICBO REPORT # 2388) NOTE: SEE ROOM FINISH SCHEDULE FOR WALL 18 GA. BRAKE METAL EPDXY ADHERED TO MDF - (PC1) il FINISH AND BASE MATERIAL SCHEDULE FOR WALL FINISH AND BASE MATERIAL 9 _ PARTITION TYPE PARTITION TYPE _ DOOR FRAME DETAIL vq, ..""L.. r., — SCALE: 3" = 1' -O" SCALE: 3" = 1' -0" : ° a ' ?; SCALE: 1 1 /2" = 1' -0" SCALE: bi 7 .. 4L2f 4TRANSITION lb" M � �d ���l' _._ ._. - --- * --- T ; ter..,__. `' ` • CENTERLINE OF DOOR WHERE OCCURS • .' - 1 \ i\ l 1 1 1 l 1 1 11 1 1 1 l . . • • - 111 111 111 11 r r {- r r r r r r r r r r r r r r ,� r r r r r r r r r r r r r r r r r r r r r r r r r 1 l d VA I 5 / GYP. BD. ON MTL STUD FRAMING LAYERS 3 /s' F.R.T. MDF : THIN SET TILE FLOORING \ bli �11�R��1/) ( 2) \ TRANSITION EXPOSED CONCRETE TOP OF CONC. SLAB METAL REDUCER STRIP (TS2) - SEE FINISH TILE -TO- EXPOSED SLAB SCHEDULE CENTERLINE OF DOOR WHERE OCCURS STRIP (TS3) - PROTECT (WD1) RETURN BRAKE METAL DURING CONST. TO MAINTAIN FINISH ...,,,„„„......„,,,,,,,s__.........,._ 1 ' 3 /g F.R.T. MDF THIN SET TILE FLOORING TILE -TO -TILE TRANSITION .. l l 1 l l l l l l l 111 l 1111 l 1 1 1 � LL LL (WDl) INSTALLED � HORIZONTALLY , — I 5 /$' TYPE "X" GYP. BD. 18 ) - MIN METAL BASE (M1) ADHERE TO MDF ;o 3 TOP OF CONC. SLAB MALL TILE FLOORING CENTERLINE OF DOOR WHERE OCCURS _ (1) LAYER //" F.R.T. MDF 'c I 1 1 11 ________-_ VINYL FLOORING ......_. EXPOSED CONCRETE TOP OF CONC. SLAB 1 VINYL OR RUBBER TRANSITION STRIP VINYL -TO- EXPOSED SLAB TRANSITION (TS1) - SEE FINISH SCHEDULE .... .. ......... 1 BRAKE METAL BAND DETAIL 14 BASE DETAIL AT WD. COLUMN — I — FLOOR TRANSITION DETAILS SCALE: SCALE: 6" = 1' -0" SCALE: I SCALE: 6" = 1' -0" SCALE: 6 = 1' -0" NOTES: SOAP DISPENSER �� �� MIRROR 42 MIN. 12 1. WATER CLOSET TO BE PROVIDED W/ OSCILLATING FLUSH CONTROL HANDLE OPERATING AT NOT GREATER THAN 5 LBS. FORCE AND WITHOUT ADJACENT WALL EXCESSIVE BODY MOVEMENT. 36" MIN. 2. LAVATORY TO BE PROVIDED WI FAUCET CONTROLS OPERABLE W/ ONE HAND AND NOT REQUIRING GRASPING, PINCHING OR TWISTING. PAPER TOWEL DISPENSER LAV. INSULATE ALL EXPOSED / PIPING BELOW LAV. 'LAV 24" MIN. i 36" 12" 24" 3. LAVATORY TO BE PROVIDED W/ NON ABRASIVE SURFACE UNDERNEATH. 4. GRAB BARS TO HAVE A 1 1 /2" TO 1 1 /4" OUTSIDE DIAMETER MOUNTED AT 34" A.F.F. TO TOP OF THE GRIPPING SURFACE. GRAB BARS MAY BE INSTALLED UP TO 36" A.F.F. TO TOP OF THE GRIPPING SURFACE IF TOILET ". ft MAX. MIN. MIN. I MI MAXIMUM CONTROL HEIGHT , TOILET PAPER DISPENSER LOCATION OPTIONS = , WITH GUARD' •�r� - L'NIW NMI N U' Z W :" \O - GRAB BAR * TANK OBSTRUCTS PLACEMENT AT 34 L I— < < pi *)(VW „OF - GRAB BAR ' a ')(VW „pE a 1 1 J • t Z NSW „6Z ? 'NIW „Gl 'NM „, l 5. BLOCKING WITHIN WALL AND ALL FASTENERS USED FOR THE INSTALLATION OF GRAB BARS SHALL WITHSTAND A MINIMUM OF A 250 r - T „61 - „L[ FLUSH HANDLE TO BE ri 11 61 - „L 11 M MOUNTED ON THE SIDE OF POUND ATTACHMENT POINT LOAD. N „LZ 'NM ■IW fi g L � THE W.C. AWAY FROM THE ADJACENT WALL 6. PROVIDE BRAILLE SIGNS INSTALLED ON THE WALL ADJACENT THE LATCH OUTSIDE OF THE DOOR 60" A.F.F. 7`6" 18" CLOSET MAX. TOE CLEAR 48" MIN. CLEAR WATER CLOSET j, WATER 8" MIN. KNEE CLEAR (CALIFORNIA ONLY) - 7. OPERABLE PARTS OF ALL FIXTURES OR ACCESSORIES TO BE LOCATED A * 36" MAX. OVER TOILET TANK WHICH MAX. OF 48" A.F.F. OBSTRUCTS 33" HIGH PLACEMENT 8. INSTALL TOILET ACCESSORY UNITS IN ACCORDANCE WITH A.D.A., CABO /ANSI Al 17.1, AND MANUFACTURERS STANDARD DETAILS. 20 — 1 " — T TYPICAL HANDICAP ACCESSIBLE TOILET COMPLIANCE DETAILS SCALE: 3/8" = 1' -0" SCALE: SCALE: o ta.),0 H r-1 e Famswzi COO IJ FEI U a) PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS. THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS-BUILT CONDmONS. THE RECIPIENT RETAINS THE OBUGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WANE AND TO INDEMNFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOO1 DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROJECT TITLE: SHEET TITLE: 07073 DRAWN BY: A5 KS ISSUE DATE: 11/13/07 RECEIVED CITY Oh I iy(s. ,+1~;9 A OM 1 1 7007 DETAILS FICI ilVil l..4-Z , I tj i RANDALL A. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL 913-322-5150 FAX: 913- 322 -5155 W V) No.A Revision Description Date PROJECT NO.: SHEET NUMBER: .0 GUESS? NO. 5089 SOUTHCENTER > #10 SCREW EACH STUD TO TRACK TRACK 7/16" DIA. BOLT MIN. CONTINUOUS UNISTRUT #10 SCREW THRU TRACK & STUD TO UNISTRUT #10 ADDITIONAL SCREW STUD TO UNISTRUT STUD FRAMING PARALLEL TO JOISTS 5 • 10 15 A � ,. - /1 NOTE: ALL CONNECTIONS TO METAL DECK SLABS FOR STRUCTURAL LOADS SHALL BE EITHER PRESET OR DRILLED ANCHORS. STUD WIDTH PERPENDICULAR TO DECK FLUTING *++ • • SEE DETAIL 12/A5.1 FOR UNISTRUT CONNECTION TO WIDE FLANGE STEEL (WHERE REQ'D) FRAMING CONNECTION TO BAR JOISTS SCALE: 1 1/2" = 1' -0" SCALE: - STUD WIDTH PERPENDICULAR TO DECK FLUTING a SCALE: 3" = 1' -0" SOFFIT DETAIL EXTEND TO STRUCTURE ABOVE, SEE TYP. CONNECTION DETAILS THIS SHEET SECURE THROUGH GYP. BD TO EACH STUD WITH (2) #10 TEK SCREWS 4 3 5/8" 20 GA. MTL. STUD BRACE U.N.O. c2 w W U W w V) UNISTRUT P5500 CHANNEL - SPAN MIN. (2) EXIST. JOISTS - MAX. JOIST SPACING = 10' -0" (UNISTRUT 6' -0" O.C. WHEN SUPPORTING UNISTRUT & STUD FRAMING THAT IS PARALLEL TO JOIST) STUD FRAMING PERPENDICULAR TO JOIST 5 /g" TYPE 'X' GYP. BD. ON 2 Y2' METAL STUD FRAMING 16" O.C. MAX. SUSPENDED GYP. BD. CEILING (1) BOLT SAME DIA. AS WEB BARS (7/16" MIN.) W/ 1 1/4"xl 1/4"x3/16" PLATE WASHER EXIST. ROOF JOISTS WHERE PERMITTED BY LANDLORD, AT EA. STUD LOCATION FASTEN SLOTTED 2" x 2" x 14 GA. CLIP ANGLE TO SPAN MIN. (2) FLUTES AT METAL ROOF DECKING WITH (1) #10 TEK SCREW EA. END (MIN. 2 PER CLIP ANGLE) - SECURE STUD TO CLIP ANGLE W /(2) #10 TEK SCREWS WHERE PERMITTED BY LANDLORD, AT EA. STUD LOCATION FASTEN 2" x 2" x 14 GA, CLIP ANGLE TO SPAN MIN. (2) FLUTES AT METAL ROOF DECKING WITH HILTI DX LOW VELOCITY POWDER ACTUATED ANCHORS 0.145 DIA. x 3/4" LONG (ICBO REPORT # 2388) EA. END (MIN. 2 PER CLIP ANGLE) - SECURE STUD TO CLIP ANGLE W /(2) #10 TEK SCREWS 3 5/8" 20 GA. MTL. STUD BRACE U.N.O. - V ■ )( ii ) I }, 4 SIDE VIEW 4 4 SCALE: 1 1 /2" = 1' -0" STUD WIDTH PARALLEL TO DECK FLUTING FRONT VIEW WHERE PERMITTED BY LANDLORD, ANCHOR RUNNER TRACK TO COMPOSITE MTL. DECK /SLAB W/ HILTI DX LOW VELOCITY POWDER ACTUATED ANCHORS 0.145 DIA. x 3/4" LONG AT 1 6" O.C. MIN. (ICBO REPORT # 2388) 3 5/8" 20 GA. MTL. STUD BRACE U.N.O. WC -4 •SCALE:7•1- .Y/2 " -1%0" - a FRAMING CONNECTION TO FLOOR SLAB FRAMING CONNECTION TO METAL ROOF DECK (WHERE PERMITTED) SECURE THROUGH GYP. BD TO EACH DEMISING STUD WITH (2) #10 TEK SCREWS EACH STUD HANDBAG SOFFIT DETAIL 3 5/8" MTL. STUD BRACE (20 GA. U.N.O.) - SECURE EACH STUD TO RUNNER TRACK WITH MIN. (2) #10 TEK SCREWS ANCHOR RUNNER TRACK W/ HILTI DX LOW VELOCITY POWDER ACTUATED ANCHORS 0.145 DIA. x 3/4" LONG AT 16" O.C. (ICBO REPORT # 2388) WHERE PERMITTED BY LANDLORD, ANCHOR DEFLECTION CHANNEL TO METAL ROOF DECKING WITH #10 TEK SCREWS 12" O.C. MIN. SECURE STUDS TO RUNNER TRACK, THEN SECURE RUNNER TO DEFLECTION CHANNEL THROUGH SLOTS AS SHOWN TO ALLOW FOR DEFLECTION WITH MIN. (2) #10 TEK SCREWS EA. STUD 3 5/8" 20 GA. MTL. STUD BRACE U.N.O. STUD WIDTH PARALLEL TO DECK FLUTING O 4 4 a FRAMING CONNECTION TO COMPOSITE METAL DECK /CONCRETE SLAB (WHERE OCCURS) EXTEND TO STRUCTURE ABOVE, SEE TYP. CONNECTION DETAILS THIS SHEET SUSPENDED GYP. BD. CEILING WC -4 5 /8' TYPE 'X' GYP. BD. ON 2 Y2" METAL STUD FRAMING 16" O.C. MAX. LIGHT FIXTURE - SEE ELEC. DRAWINGS %' TYPE 'X' GYP. BD. ON 2 3/ METAL STUD FRAMING 16" O.C. MAX. 1 S U LY W w V) GYP. BD. CEILNG DETAIL SCALE: 1 1 /2" = 1' -0" \ r// SCALE: 1 1 /2" = 1 -0" i SCALE: 1 /2" = 1' -0" 0 HSS COLUMN - SEE PLAN STOREFRONT FRAMING DETAILS (4) Y2" DIA. x 4 HILTI KWIK BOLT II SYSTEM - 2 1 4" MIN. EMBEDMENT, 2 Y4' MIN. SPACING AND 3 %' MIN. SLAB EDGE DISTANCE PER ICBO REPORT #ER -4627 8 -0" 3 5 /8' x 20 GA. MTL STUDS AT 16" O.C. %" TYPE "X" GYP. BD. CEILING - SEE 1 /A5.1 20 GA. 2" X 2" ANGLE - SECURE TO FRAMING WITH #10 SCREWS AT 16" O.C. 5 /e TYPE "X" GYP. BD. 20 GA. 2" X 2" ANGLE - SECURE TO FRAMING WITH #10 SCREWS AT 16" O.C. BEAM SPLICE 'KT N, CE OF WALL /SOFFIT ACOUSTICAL CEILING TILE GRID -TO- MOLDING CLIP NGLE MOLDING OVIDE 4 -WAY DIAGONAL 12 GA ACING WIRES IN SEISMIC ZONES. -0" MAX. FROM CEILING EDGES 1D 12' -0" O.C. MAX. IN EACH R1RECTION GA. HANGER WIRE 4' -0" C. MAX. EA WAY, W /IN 2" F CROSS TEES (SEE ARCHITECTURAL STOREFRONT SECTION DETAILS FOR BEAM SIZE) SPECIFICATIONS: STOREFRONT SUPPORT FRAMING ELEVATION IN TEE 48" O.C. :7(OSS TEES AT 24" (AND SPANNING AIN TEES AT 48" .C. FOR 2' x 2' GRID ',ODULE) 41i OVIDE VERTICAL 18 GA. 5/8" STUD 12' -0 O.C. ` . WAY AS MPRESSION STRUT IN ISMIC ZONES 3. SECURE ALL WIRES TO THE EDGE SUPPORT DETAIL STRUCTURE ABOVE. ri SYSTEM SUPPORT DETAIL TOTAL SYSTEM WEIGHT NOT TO EXCEED 4 PSF ATTACHMENT TO STRUCTURE. TYP. ACOUST. CLG. GRID DETAIL HSS B - SEE STOREFRONT SECTIONS PL 4 2X4Y HSS COLUMN - SEE PLAN 1. ALL DIMENSIONS AND CONDITIONS SHALL BE VERIFIED BY THE BUILDER PRIOR TO FABRICATION AND CONSTRUCTION. 2. ALL STRUCTURAL BEAMS TO BE A572 GRADE 50, STRUCTURAL PLATES AND ANGLES TO BE A36 (U.N.O.) 3. ALL TUBULAR COLUMNS TO BE MANUFACTURED TO fy =46 KSI UNDER ASTM A500, GRADE B. 4. ALL BOLTS FOR STEEL CONNECTIONS TO BE A325 -N HIGH STRENGTH BOLTS. (U.N.O.) 5. ALL WELDS TO BE E70XX ELECTRODES, BY CERTIFIED WELDER. 6. ALL STEEL SHALL BE PROPERLY PRIMED AND PAINTED. 7. ALL WORK TO BE IN STRICT ACCORDANCE WITH APPLICABLE BUILDING CODE IN EFFECT, LOCAL ORDINANCES, AND AISC ASD 9TH EDITION. NOTE: SPLICES ARE OPTIONAL FOR EASE OF DELIVERY & INSTALLATION. HOWEVER, IF SPLICES ARE UTILIZED, THEY MUST CONFORM TO THESE DETAILS. 42' -4" NOTES:✓. w .. �. 1. ALL BRACING WIRE TO BE 11 ATTACHED PARALLEL TO THE COMPONENT AND AT MAX. 45 ANGLE TO THE CLG. 2. ALL SUPPORT WIRES TO BE TAUGHT & TIED BOTH ENDS ` WITH A MINIMUM OF 3 TURNS.) ) r 4. WHERE WIRE MUST BEAR ,, AGAINST PIPES AND DUCTS, / APPLY DUCT TAPE FRICTION PROTECTION TO PIPES AND UCTS. - 5. SEISMIC ALLY BRACE LIGHT ' o FIXTURES, DIFFUSERS, ETC. IN ACCORDANCE WITH LOCAL CODE IN SEISMIC ZONES. SEE COVER SHEET FOR SEISMIC ZONE INDICATION. ■ 6. SEE TYPICAL FRAMING DETAILS IN THIS DRAWING SET FOR COMPRESSION STRUT HSS BEAM - SEE STOREFRONT SECTIONS ) } 12 GA. HANGER WIRE (8 GA. IN CALIF. /UBC) FACE OF WALL /SOFFIT 5/8" TYPE "X" GYP. BD. ANGLE MOLDING MAIN TEE 48" O.C. PROVIDE 4 -WAY DIAGONAL 12 GA BRACING WIRES IN SEISMIC ZONES. 6' -0" MAX. FROM CEILING EDGES AND 12 -0" O.C. MAX. IN EACH DI RECTION 12 GA. HANGER WIRE (8 GA. IN CALIF. /UBC) 4' -0" O.C. MAX. EA WAY, W /IN 2" OF CROSS TEES PROVIDE VERTICAL 18 GA. 3 5/8" STUD 12' -0" O.C. EA. WAY AS COMPRESSION STRUT IN SEISMIC ZONES CROSS TEE AT 24" O.C. 1 BACKER PLATE (TYP.) SCALE N.T.S. SYSTEM SUPPORT DETAIL TOTAL SYSTEM WEIGHT NOT TO EXCEED 10 PSF TYP. GYP. BD. CEILING DETAIL 1 6'-4" ■ 8B A5.1 i ) EDGE SUPPORT DETAIL . .... REVIEWED FOR CODE COMP APPROVED MAY 1 3 2008 1 City Of Tukwila BUILDING_OiSIO A5.1 1. ALL BRACING WIRE TO BE ATTACHED PARALLEL TO THE COMPONENT AND AT MAX. 45 ANGLE TO THE CLG. 2. ALL SUPPORT WIRES TO BE TAUGHT & TIED BOTH ENDS WITH A MINIMUM OF 3 TURNS. 3 SECURE ALL WIRES TO THE STRUCTURE ABOVE. 4. WHERE WIRE MUST BEAR AGAINST PIPES AND DUCTS, APPLY DUCT TAPE FRICTION PROTECTION TO PIPES AND DUCTS. 5. SEISMICALLY BRACE LIGHT FIXTURES, DIFFUSERS, ETC. IN ACCORDANCE WITH LOCAL CODE IN SEISMIC ZONES. SEE COVER SHEET FOR SEISMIC ZONE INDICATION. 6. SEE TYPICAL FRAMING DETAILS IN THIS DRAWING SET FOR COMPRESSION STRUT ATTACHMENT TO STRUCTURE. FINISHEI FLOOR $) y � 4 CITQFTUKWILA MAY 12 2008 PERMIT CENTER M. E. P. & F.P. Engineer: U 1 04 Cein C-) ( leet) C4 PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 COPYRIGHT DISCLAIMER: THIS DOQJMENT 15 THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF TEES DOCUMENT IS HEREBY ADVISED THAT IT 15 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS, THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANT PORTION OF THE COMMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS-BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK EPOCH DESIGN GROUP MANS NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: f PROJECT TITLE: 6 SITE CONDITIONS 5 FINAL REVIEW SET 4 LL /OWNER CMNTS 3 OWNER COMMENTS 2 L.L. /OWNER /CITY CMNTS 1 LL /OWNER COMMENTS No.L\ Revision Description Date S HEET TITLE: PROJECT NO.: 07073 DRAWN BY: A5 KS ISSUE DATE: 11/13 -07 RANDALL A. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL 913- 322 -5150 FAX: 913- 322 -5155 RE. , . STERED CHI CT II�I� NC DETAILS z 0 U ce z 0 U .1 05/08/08 04/29/08 04/1 8/08 02/26/08 01/10/08 12/14/07 SHEET NUMBER: • 0 ce — 20 FIXTURE PLAN SCALE: 1/4" = 1' -0" w Z 1 I v a RF -4 SUPPLY CABINET ANGE TIGHT • i Eno (3) 4 - WIDE X16" DEEP SHELVES WITH HD BRACKETS AND STANDARDS - SEE ELEVATION — (2) 12" DEEP SHELVES AND STANDARDS - SEE ELEVATION BANQUET TABLE PROCESSING TABLE LANDLORD COMMENTS IIIIlIIIII.Il 1 ' -4" 1. PERMIT I5 REQUIRED FOR ALL STORAGE RACKS MORE THAN 5' -9" IN HEIGHT. SEE SOUTHCENTER PLAN SUBMITTAL CHECKLIST. NO RACK STORAGE IS ALLOWED 12' -0" OR HIGHER. VERIFY WITH FIRE MARSHALL WHETHER SIDE SLIDING STOCK ROOM SHELVING WILL BE ALLOWED SINCE FIRE PROTECTION LANDLORD'S SPRINKLER SYSTEM IS DESIGNED FOR ORDINARY HAZARD GROUP 2. O.F.C.I. SHELF FRAMING TO BE INSTALLED IN STUD SPACE - SEE FIXTURE MANUFACTURERS DETAILS IT1 TIIIIIIII Il jIl VIII T IIIIflIIII 1 ' - 4" TOP VIEW FRONT VIEW 14' -0" -0 1 4' " SCALE: 1 1 /2" = 1' -0" C') NOTE: MITER ALL CORNERS (WD1) CLEAT TO WALL EACH END 2 Y2'xl" TUBE STEEL OUTLET SIDE VIEW 1' -6" HANDBAG FIXTURE SHELVES 11 1" I11Z1f �f��S Zlt5rfr1// 7- llllTll WOOD GRAIN 0 9 9 2 11 1 SCALE: 1 /2" = 1 - /3 SEE DOOR SCHED. T7T 77/7/7/7777777 0 , , 0 , A ` ACCESSIBLE CASHWRAP /) 36" WIDE AT 34" A.F.F. RUG .. 0-1 L I b'- 103'" N- r _RW 28 r \ R -64 CG1 0 v 0 '° , 0 a 1 2 AL Al / i re- I% 7 DISPLAY TRACKS ABOVE - SEE SHEET A2.0 FOR LOCATIONS - -✓ V_ _ - U - ter - -.r - -. DISPLAY TRACKS ABOVE - SEE SHEET A2.0 FOR LOCATIONS DISPLAY TRACKS ABOVE - SEE SHEET A2.0 FOR LOCATIONS 2i" 4 -- "sc ,._.�,_ PAINT FRAME (PT1) TYP. FITTING RM. DOOR DETAIL R MP vIEl CODE CO AIPPROVE MAY 1 3 20P City Of Tukwil City Of La BUILILLIQ LION J CITY of TUKWILA MAY 12 2008 PERMIT CENTER ALL STOCK ROOM FIXTURES ARE OWNER FURNISHED AND CONTRACTOR INSTALLED U.N.O. NOTES: SEE FLOOR PLAN FOR LOCATION OF WALL STANDARDS & OTHER CRITICAL INFORMATION SEE ENLARGED DETAILS ON A4 SHEETS FOR STOREFRONT DIMENSIONS & OTHER CRITICAL INFORMATION P.4 aA M. E. P. & F.P. Engineer: U e z up U racJ a, ,,.�JI 4 ¢ � g D w „) x „) 0 LLa g:)i oO J OJ h~ I.) .¢ PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL: 314.721.1340 FAXI 314.721.0344 COPYRIGHT DISCLAIMER: RANDALL A. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL: 913- 322 -5150 FAX: 913- 322 -5155 TH15 DOCUMENT 15 THE PROP ERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, AU. RIGHTS RESERVE). AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT 15 NOT TRANSFERABLE. THE RECIPIENT OF THIS DOQJMENT 15 HEREBY ADVISED THAT IT 15 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CON 411ONS. THE DOCUMENT I5 TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANT OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT 15 FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE A5 -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBUGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF ?ROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: 7E0 PROJECT TITLE: 6 SITE CONDITIONS 5 FINAL REVIEW SET 4 LL /OWNER CMNTS 3 OWNER COMMENTS 2 L.L. /OWNER /CITY CMNTS 1 L.L /OWNER COMMENTS No.A Revision Description Date SHEET TITLE: FIXTURE PLAN AND DETAILS PROJECT NO.: 07073 DRAWN BY: KS ISSUE DATE: 11/13 -07 W z 0 1- V ce 1--• 0 SHEET NUMBER: F1.0 05/08/08 04/29/08 04/18/08 02/26/08 01/10/08 12/14/07 ce 20 FIXTURE PLAN SCALE: 1/4" = 1' -0" w Z 1 I v a RF -4 SUPPLY CABINET ANGE TIGHT • i Eno (3) 4 - WIDE X16" DEEP SHELVES WITH HD BRACKETS AND STANDARDS - SEE ELEVATION — (2) 12" DEEP SHELVES AND STANDARDS - SEE ELEVATION BANQUET TABLE PROCESSING TABLE LANDLORD COMMENTS IIIIlIIIII.Il 1 ' -4" 1. PERMIT I5 REQUIRED FOR ALL STORAGE RACKS MORE THAN 5' -9" IN HEIGHT. SEE SOUTHCENTER PLAN SUBMITTAL CHECKLIST. NO RACK STORAGE IS ALLOWED 12' -0" OR HIGHER. VERIFY WITH FIRE MARSHALL WHETHER SIDE SLIDING STOCK ROOM SHELVING WILL BE ALLOWED SINCE FIRE PROTECTION LANDLORD'S SPRINKLER SYSTEM IS DESIGNED FOR ORDINARY HAZARD GROUP 2. O.F.C.I. SHELF FRAMING TO BE INSTALLED IN STUD SPACE - SEE FIXTURE MANUFACTURERS DETAILS IT1 TIIIIIIII Il jIl VIII T IIIIflIIII 1 ' - 4" TOP VIEW FRONT VIEW 14' -0" -0 1 4' " SCALE: 1 1 /2" = 1' -0" C') NOTE: MITER ALL CORNERS (WD1) CLEAT TO WALL EACH END 2 Y2'xl" TUBE STEEL OUTLET SIDE VIEW 1' -6" HANDBAG FIXTURE SHELVES 11 1" I11Z1f �f��S Zlt5rfr1// 7- llllTll WOOD GRAIN 0 9 9 2 11 1 SCALE: 1 /2" = 1 - /3 SEE DOOR SCHED. T7T 77/7/7/7777777 0 , , 0 , A ` ACCESSIBLE CASHWRAP /) 36" WIDE AT 34" A.F.F. RUG .. 0-1 L I b'- 103'" N- r _RW 28 r \ R -64 CG1 0 v 0 '° , 0 a 1 2 AL Al / i re- I% 7 DISPLAY TRACKS ABOVE - SEE SHEET A2.0 FOR LOCATIONS - -✓ V_ _ - U - ter - -.r - -. DISPLAY TRACKS ABOVE - SEE SHEET A2.0 FOR LOCATIONS DISPLAY TRACKS ABOVE - SEE SHEET A2.0 FOR LOCATIONS 2i" 4 -- "sc ,._.�,_ PAINT FRAME (PT1) TYP. FITTING RM. DOOR DETAIL R MP vIEl CODE CO AIPPROVE MAY 1 3 20P City Of Tukwil City Of La BUILILLIQ LION J CITY of TUKWILA MAY 12 2008 PERMIT CENTER ALL STOCK ROOM FIXTURES ARE OWNER FURNISHED AND CONTRACTOR INSTALLED U.N.O. NOTES: SEE FLOOR PLAN FOR LOCATION OF WALL STANDARDS & OTHER CRITICAL INFORMATION SEE ENLARGED DETAILS ON A4 SHEETS FOR STOREFRONT DIMENSIONS & OTHER CRITICAL INFORMATION P.4 aA M. E. P. & F.P. Engineer: U e z up U racJ a, ,,.�JI 4 ¢ � g D w „) x „) 0 LLa g:)i oO J OJ h~ I.) .¢ PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL: 314.721.1340 FAXI 314.721.0344 COPYRIGHT DISCLAIMER: RANDALL A. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL: 913- 322 -5150 FAX: 913- 322 -5155 TH15 DOCUMENT 15 THE PROP ERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, AU. RIGHTS RESERVE). AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT 15 NOT TRANSFERABLE. THE RECIPIENT OF THIS DOQJMENT 15 HEREBY ADVISED THAT IT 15 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CON 411ONS. THE DOCUMENT I5 TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANT OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT 15 FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE A5 -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBUGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF ?ROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: 7E0 PROJECT TITLE: 6 SITE CONDITIONS 5 FINAL REVIEW SET 4 LL /OWNER CMNTS 3 OWNER COMMENTS 2 L.L. /OWNER /CITY CMNTS 1 L.L /OWNER COMMENTS No.A Revision Description Date SHEET TITLE: FIXTURE PLAN AND DETAILS PROJECT NO.: 07073 DRAWN BY: KS ISSUE DATE: 11/13 -07 W z 0 1- V ce 1--• 0 SHEET NUMBER: F1.0 05/08/08 04/29/08 04/18/08 02/26/08 01/10/08 12/14/07 REF # DESCRIPTION SUP. BY INST. BY REF # DESCRIPTION SUP. BY INST. BY REF # DESCRIPTION SUP. BY INST. BY REF # DESCRIPTION SUP. BY INST. BY REF # DESCRIPTION SUP. BY INST. BY - BANQUET TABLE OWNER G.C. R -41 LARGE ROUND NETING TABLE OWNER G.C. RB -1 4' -0" W. X 7' -10 T. BLACK LEFT PANEL OWNER G.C. RV -62 WALLET DISPLAY OWNER G.C. RW -28 14' -0" HANDBAG CABINET OWNER G.C. - COMMUNICATION STRUCTURE OWNER G.C. R -42 MEDIUM ROUND NESTING TABLE OWNER G.C. RB -2 4 -0" W. X 7' -10" T. BLACK MIDDLE PANEL OWNER G.C. RV -63 TABLETOP MIRROR _ - �� -- OWNER G.C. RW -29 8 HANGBAR OWNER G.C. - HANGER TIGHT OWNER G.C. R -43 DRIVE ISLE NESTING TABLE OWNER G.C. RB -3 4' -0" W. X 7'•10" T. BLACK RIGHT PAL NE OWNER G.C. RV -64 SHIRT SLANT OWNER G.C. RW -30 4' HANGBAR OWNER G.C. - HIGH DENSITY SHELVING OWNER G.C. R -44 26" UPPER NESTING TABLE OWNER G.C. RD-2 DENIM TABLE OWNER G.C. RV -65A "C" RISER OWNER G.C. RW -31 HANGBAR OWNER G.C. - LOCKERS OWNER G.C. R -45 SMALL ROUND NESTING TABLE OWNER G.C. RD -3 12'W. DENIM WALL SECTION OWNER G.C. RV -65B ACRYLIC "C" RISER - — w -- OWNER G.C. RW -32 ACRYLIC SHELF WITH PANEL OWNER G.C. - MANAGERS DESK OWNER G.C. R -46 68" UPPER NESTING TABLE OWNER G.C. RF -1 FITTING ROOM DOOR OWNER G.C. RV -66 OVAL RISER OWNER G.C. RW -33 CASHWRAP CUBBY OWNER G.C. OWNER - MICROWAVE OVEN OWNER G.C. R -47 48" LOWER NESTING TABLE OWNER G.C. RF -3 FITTING ROOM BENCH G.C. RV -67 STAINLESS STEEL SHOE CUBE OWNER G.C. RW -34 MEN'S CUBBY OWNER G.C. - PROCESSING TABLE OWNER G.C. R -48 T -STAND OWNER G.C. RF -4 ACCESSIBLE FITTING ROOM BENCH OWNER G.C. RV -71A 6" T. SINGLE SHOE RISER OWNER G.C. RC -3 CASHWRAP OWNER G.C. - REFRIGERATOR OWNER G.C. R -49 Z -RACK OWNER G.C. RF -5 FITTING ROM HANGBAR OWNER G.C. RV -71 B 8Y2" T. SINGLE SHOE RISER OWNER G.C. RB -3 BACK CASHWRAP OWNER G.C. - SUPPLY CABINET OWNER G.C. R -50 3 TIER GLASS TABLE OWNER G.C. RF•6 FITTING ROOM DOOR PEG OWNER G.C. RV -71 C 11" T. SINGLE SHOE RISER OWNER G.C. - - - - R -60 62" SHOE TABLE OWNER G.C. RM -1 17" W X 73" H. X Y4" MIRROR OWNER RV -72A 6" T. DOUBLE SHOE RISER OWNER G.C. - - - - R -61 30" ACRYLIC SHOE TABLE OWNER G.C. RM -2 5" W. X 73" H. X Y.a" EYEWEAR MIRROR OWNER G.C. RV -72B 8Y T. DOUBLE SHOE RISER OWNER G.C. - - - - R -62 30" MIRRORED SHOE TABLE OWNER G.C. RM -3 3 WAY MIRROR OWNER G.C. RV -72C 11" DOUBLE SHOE RISER OWNER G.C. - - - - R -63 BELT FIXTURE OWNER G.C. RV -34 5' HANGBAR RW -19 SHELF BRACKET OWNER G.C. OWNER G.C. - - - - R -64 EYEWEAR TOWER OWNER G.C. RV -35 7' HANGBAR OWNER G.C. RW -1 4' -0" W. X 7' -10" T. WHITE LEFT PANEL OWNER G.C. - - - - R-6.5 MEN'S ACCESSORY TABLE OWNER G.C. RV -50 ENTRY EASEL OWNER G.C. RW -2 4' -0" W. X 7' -10" T. WHITE CENTER PANEL OWNER G.C. - - - - R -66 MEN'S WALLET TRAY OWNER G.C. RV -51 6" X U" 'U' CHANNEL SIGN HOLDER OWNER G.C. RW -3 4' -0" W. X 7' -10" T. WHITE RIGHT PANEL OWNER G.C. - - - R•67 ACCESSORY TABLE OWNER G.C. RV -52 13" X 10" 'U' CHANNEL SIGN HOLDER OWNER G.C. RW -21 46" X 16" SHELF OWNER G.C. - - - - R -70 2' PLATFORM OWNER G.C. Z -RACK SIGN HOLDER OWNER G.C. RV -53 RW -22 4' -0" W. X 7' -10" T. WHITE MIDDLE PANEL OWNER G.C. - - - - R -71 4' PLATFORM OWNER G.C. RV-54 GIFT CARD HOLDER OWNER G.C. RW -23 PANEL SYSTEM SHELF BRACKET - -- OWNER G.C. - - - R -72 DENIM PLATFORM OWNER G.C. RV -55 3Y4' X 5Y2" HANDBAG RISER OWNER G.C. RW -24 PANEL SY DEEP HANGBAR OWNER G.C. - - - - RA -3 WATCH TOWER OWNER G.C. RV-.56 HANDBAG RISER OWNER G.C. RW -25 10' -6" HANDBAG SHELF OWNER G.C. - - - - RA -4 WATCH CASE OWNER G.C. RV -59 12" HAT RISER OWNER G.C. RW -26 14 -0" HANDBAG SHELF OWNER G.C. - - - - RA -5 EYEWEAR MODULE OWNER G.C. RV -61 WALLET TRAY OWNER G.C. RW -27 HANDBAG CABINET WITH CUBBY OWNER G.C. 5 STOCK RM. FIXTURE SCHEDULE 4 SALES AREA FIXTURE SCHEDULE 24" 2" 2' -5 ' /z" CLEAR 2-1 1 "ACCESSIBLE / (ACCESSIBLE) J" 2 2r a " 18" DEEP AT R -7 / 24" DEEP AT R -8 O.F.C.I. BENCH FIXTURE FR ,• 6 MIRROR „9 I l ill � .I . g ii 1 nl PAINTED GYP. BD. 2" 11 GA. x 2 DEEP STAINLESS STEEL FRAME ON ALL 4 SIDES (TYPICAL) CLEATS • \ �„ 48 • • FRENCH • PAINT -1 OR FR-1A - SCRIBE ENDS TO FIT ROOM - DOES NOT INCLUDE MTG. HARDWARE CAULK TO WALL ALL SIDES 18 GA SHEET METAL BRIDGING II #10 SCREWS 1 /2 LONG (3 PER STUD AT 1�2" BRIDGING 2 PER STUB AT 6 BRIDGING) FACE OF STUDS GYP. BD. Fi / GYP. BD. / WO SHIMS, AS REQ'D. NOM. 2x4 WOOD BLOCKING i ll • i Al WOOD SHIMS, AS REQ'D. PAINT -GRADE WOOD DOOR FRAME & TRIM - G.C. TO PROVIDE DOOR FRAMES „ „ O.F.C.I. 2 -6 OR 3 -0 DOOR ON WITH CLEAR SILICONE. —SCREW BENCH TO STEEL „ ANGLES AT 9 O.C. 1 H H H 1 /4 in a ° ; �/ � �oI !�; 7 � FRENCH CLEATS u;' ' 1 / 4 CLEAR MIRROR W/ PENCIL �� EDGES, ATTACHED WITH MASTIC • 3 /4" BLACK MELAMINE SUBSTRATE \ �+���/�� % / / / / /r���»» : ' ' - O.F. 'AUNT i.�wiiiiiii�iiir'�'«<ii� ' -GRADE y WOOD DOOR FRAME I �,>.i� i�,>: 1 -it 1lI � �:�� i�l _ f _ �? / ° ° ° � '� , I CORRIDOR „Z 1 � del �� �" 1 '/ �- �t :�' e 1 � FRENCH CLEATS — 2 x 2 x STEEL ANGLES (TYP. ON 4 SIDES), ANCHDR TO STEEL BRIDGING WITH 1 1/2" TOGGLE BOLTS AT 9" O.C. b" 16 GA. CONT. STEEL 5g" _ Z " CORRIDOR O � I III FITTING ROOM a „9 f 1L1 1�1 "�!; SIDES OF MIRROR FRAME TO RECEIVE WHITE EDGE BANDING TO MATCH (P1) 'J' CLIP TOP AND BOTTOM, STAINLESS STEEL j FITTING ROOM ±2' -9 " R.O. / ±3' -3W ACCESSIBLE R.O. — � - ' , ' VERTICAL SECTION - r x BRIDGING (TYP. ON 3 SIDES) r SIDES EXPOSED (WB1) (WB1) i 1 O FITTING RM. DOOR JAMB DETAIL FITTING RM. DOOR HEAD DETAIL MIRROR DETAIL SHEET METAL BLOCKING DETAIL FITTING ROOM BENCH SECTION SCALE: 1 1 /2" = 1' -0" SCALE: 3" = 1' -0" SCALE: 3" = 1' -0" SCALE: 3" = 1' -0" SCALE: 1 1 /2" = 1' 0" \ BD. REQ'D PEGS NOMINAL FLOOR -TOP • • - • ;.40'?"` 5 /8 GYP. BD. O.F.O.I. IMAGE � O.F.C.I. 3 /8' X 1" STAINLESS STEEL ANGLE -MITER ALL OUTSIDE CORNERS \ MTL. STUD FRAMING .__ - ' ALLF ,.., _ . .:.. -. y' 1 Y R �" �� - - -� F • „ ,: �° - ' E ., , ,... •. NEW OR EXISTING FULL - HEIGHT GYP. y � PARTITION a '- IJNVd „6 - ,6 O.F.C.I. PRE - FINISHED WALL PANEL UNITS ell INSTALL USING LAG BOLTS r� i %" GYP. BD. CLG. O.F.C.I. 3 /e' X 1" STAINLESS' STEEL ANGLE - MITER OUTSIDE CORNERS MTL. STUD FRAMING — O.F.O.I. IMAGE ! \ - \ \ PLACE MTL. STUD BEHIND ANGLE 01;1. FIRE RESISTANT WOOD BLOCKING AS - O.F.C.I. SHELF UNIT 3 /8" GYP. BD. - ,I, � �r l� �..:Ii : :R: :IR7 _..:EL':IC:WL':6::16 -:61 C • : • . . • • _ - -• � Il OF SHELF AND BLOCKING e E• C•• E. e.•eEr;r , � -� ��' 1 1 1 O.F.C.I. METAL STRAPPING W/ RE- ATTACHED O.F.C.I. PRE - FINISHED WALL PANEL UNITS - `"'� ' O.F.C.I. 1 Y2 HIGH WOOD BASE (WB1) - ALL INSIDE & OUTSIDE - 1 77177.'7 - _ ____._•_ _•._•._.____._ -_ - __._.__._•• -_.•_. O.F.O.I. IMAGE O.F.C.I. %' X 1" STAINLESS STEEL ANGLE -MITER ALL OUTSIDE CORNERS OF FRAME %" GYP. BD. .• ..: - -.• - • O.F.C.I. %e" X 1" STAINLE55 STEEL _ ' a • • _ - - T ■ CORNERS TO BE MITERED FINISHED FLOOR � �ANGLE - MITER ALL OUTSIDE CORNERS O.F.O.I. IMAGE 1 O.F.C.I. BUILT BASE FIRE- RESISTANT -UP - 2x4 WOOD BLOCKING - SCRIBE TO OF ASSEMBLY SHALL BE LEVEL AND PLUMB. i1 FINISH FLOOR PVIjr 15 SECTION AT WALL PANELS 14 IMA WALL BASE DETAIL 13 IMAGE WALL TRIM DETAIL 12 IMAGE WALL TR , DETAIL 11 IMAGE WALL TRIM DETAIL = -0 TT SCALE: 3 II 1 I SCALE: 3 H SCALE: 3 "" = 1 " -0 II I SCALE: 3 II 1 = -0 TT I SCALE: 3" 1 = -0 II 1" METAL STANDARDS 1' -1 l" 6" X 18 GA. SHEET MTL. • _ SHELVES 16 "D 6' -0" 3 / 1 1 Y2' A CRYLIC SHELF 'U' CHANNEL TOP _► 1' -4" _ - DO NOT ATTACH TO MOUNTING G BRACKETS - TYP. X :H TIN I -- „ 0-,8 „£ �� / FIRE RETARDANT / PLYWOOD BACKING WITHIN WALL CAVITY BEHIND UPPER SHELVING ALUM. GLAZING CHANNEL - PAINT INSIDE BLACK 18 G A . R TRA BRIDGING BETWEEN STUDS I 1 uo ,Z e� _! BEHIND GYP. BD. GYP. BD. 1 77 I 1 1 '1 al s+ a • Ilt— , • „ "+ 11t' 1 I 1 -0 " Z* Z IL = � z U a v , • . _ I O oc o i l Y DUTY MOUNTING BRACKET 1 f� /6'1 CLEAR TO FIT 1 Y2' THICK SHELF 5/8" 1 O.F.C.I. UPPER SHELVING SECTION 11 1 I HANGBAR � r 1' I I FLUORESCENT LIGHT FIXTURE UNDER CABINET - 3 16 GA. METAL STUD ON EACH SIDE r „o / `— E. SHEETS 3" 4 0 : f 3', 4 I �� . . - - - - - .� . _ / : • � Y d' CLEAR MIRROR WITH PENCIL 1-i' 44' � \ L_�i CC W I HATCHED AR E RDICA INDICATES U INST. BY G.C. r E DGES I = _ OPEN WELL 5 /8' TYPE 'X' GYP. BD. LEAVE BOTTOM LOOSE FOR G.C. „ 4 WALL MOUNTED STANDARDS - ATTACH TO '� J Y2" WHITE J -CLIPS ON ALL EDGES (TYP.). BEAD OF CLEAR SILICONE 3 bIA. GROMMET TO DRILL HOLE ON -SITE :SITE METAL BRIDGING AT 24" O.C. IIII — I - T • . OWNER FURNISHED ATTACHMENT TO TRACK SEALANT -TYP. ALL EDGES O.F.C.I. MANAGER'S DESK FRAMEWORK TO BE INSTALLED IN STUB (WB1) SPACE BY G.C. SEE ELEC. SHEETS 20 BELT FIXTURE 1 9 PANEL FOR 24" ACRYLIC SHELVES 1 FITTING ROOM MIRROR DETAIL SECTION AT STOCK SHELVES 16 MANAGER'S DESK DETAIL SCALE: 1/2" = 11 -0" SCALE: NTS SCALE: 3" = 1' -0" SCALE: 1 /4 = 1' -0" SCALE: 1/2" = 1' -0" O H t\ao - C 04 FL.° 0 ga•e4 a 4) PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: COPYRIGHT DISCLAIMER: RANDALL A. NELSON 8016 Reeder Rd. Lenexa, KS 66214 TEL 913- 322 -5150 FAX: 913 -322 -5155 THIS DOCUMENT 15 THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE THE RECIPIENT OF TWS DOCUMENT'S HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS. THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS - BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBUGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAILS NO WARRANT AS TO THE SWAN Uri' OF THE DOCUMENT FOR THE REOFIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANT OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS P ROTECT. PROFAS510NarSEAL�`^"n G��aTk�� PROJECT TITLE: SHEET TITLE: 'DEC, a 12fln7- UL I L LVV Pi ,hL1M1 L I \ CILTY OF -o vy M G3 Z of w I — w 0 FIE No.L\ Revision Description Date FIXTURE DETAILS ELEVATIONS AND SCHEDULES PROJECT NO.: SHEET NUMBER: 07073 DRAWN BY: « KS Fl ISSUE DATE: 11/13/07 GUESS? NO. 5089 SOUTHCENTER