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HomeMy WebLinkAboutPermit D07-448 - WESTFIELD SOUTHCENTER MALL - KAY JEWELERS - TENANT IMPROVEMENTKAY JEWELERS 667 SOUTHCENTER MALL D07 -448 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 -448 Occupant /Tenant: KAY JEWELERS Building Address: 667 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 40 IA BUILDING 0 CIAL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Cityf Tukwila Parcel No.: 6364200010 Address: 667 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: KAY JEWELERS Address: 667 SOUTHCENTER MALL , TUKVVILA WA 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: Contact Person: Name: MARTHA MARTIN Address: 1327 POST AV SUITE H , TORRANCE CA 90501 Phone: 310- 328 -6300 EXT 104 Contractor: Name: LAKEVIEW CONSTRUCTION INC Address: PO BOX 308 , PLEASANT PRAIRIE, WI 53158 Phone: 414 -857 -3336 Contractor License No: LAKEVCI072KC DESCRIPTION OF WORK: 2315 SQ FT TENANT IMPROVEMENT IN NEW MALL SPACE doc: IBC -10/06 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -448 Issue Date: 05/07/2008 Permit Expires On: 11/03/2008 Expiration Date: 01/13/2009 Value of Construction: $150,000.00 Fees Collected: $2,667.82 Type of Fire Protection: International Building Code Edition: 2006 Type of Construction: II -B Occupancy per IBC: 0019 D07 -448 Printed: 05-07 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Meter: Permit Center Authorized Signature. I hereby certify that I have read and governing this work will be complie The granting of this permit does not pres construction or the performance of ork. Signature: City ow/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 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: N Permit Number: D07 -448 Issue Date: 05/07/2008 Permit Expires On: 11/03/2008 Date: 1101 ed this permit and know the same to be true and correct. All provisions of law and ordinances , whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating orized to sign and obtain this development permit. Date: / Print Name: /1// t /JA This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D07 -448 Printed: 05-07 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 667 SOUTECENTER MALL TUKW KAY JEWELERS 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: Status: Applied Date: Issue Date: D07 -448 ISSUED 12/07/2007 05/07/2008 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: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: 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. 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: 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. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 13: 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. doc: Cond -10/06 D07 -448 Printed: 05-07 -2008 14: ** *FIRE 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 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: 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 extinguishers) 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) 17: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 25: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 26: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (162 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 doc: Cond -10/06 D07 -448 Printed: 05-07 -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 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) 27: 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) 28: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 29: 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) 30: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (1F'C 901.4) 31: 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) 32: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 33: 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. 34: Local U.L. central station supervision is required. (City Ordinance #2051) 35: 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) 36: 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) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 39: New and existing buildings shall have approved address numbers, building numbers or approved building identification 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) 40: 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. 41: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and doc: Cond -10/06 D07 -448 Printed: 05-07 -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 * *continued on next page ** #2051) 42: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 43: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 44: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 D07 -448 Printed: 05-07 -2008 Signature: Print Name: 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. # 0;z.Jdz A/AAJ (A)/to Date: 4, 0 c doc: Cond -10/06 D07 -448 Printed: 05-07 -2008 CITY OF TUKKILA--" Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 11111) flaw a its (p4 Site Address4ter3 Pci V kJ-Ay Tenant Name: -4i■./ )evuou KS Property Owners Name: We3ifleid COY?. Mailing Address Pill (ACM 14001 W ihlvP Blvd. Name:MGM-ha Mc1 i Mailing Address:Br R:frk AvVe . &tA i+e H- E-Mail Address: .t.1" its 1111 • 1.1 Company Namejen CO n circhitectuv€ Mailing Address: 2th0 1...4c.t%c i Atte • Company Name: MC kr AS3cr i cife3 Mailing Address: Z9)01 rni2r ij R-ci • Q \ApphestionsTonn,-Apphoations On LineO-2000 Penni! Appbcation.doc Resin.* 9-2006 bh Low' Building Permit No. "CO 1 4 10 Mechanical Permit No. t -. 7 Plumbing/Gas Permit No. 1 ‘ 7— 32)1 Public Works Permit No. Project No. ?CI 1/6 trot office tire orghl Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: (P3 4 ) 10/0 — 0 Suite Number. 140 1- I oor. New Tenant: 7 Yes D..No .Los Ar City CA State CONTACT PERSON - who do we contact liten YOUr permit is ready to be issued Day Telephone: 3 I 0 32.8 • b3cr.) • (0 ki Torran ce C"'c cloS 0/ City State Zip Fax Number:Si 0. 52_b :7 ski 2. GENERAL COISITRACTOR — (Contractor Inforniadm for •hieehaniral (pg 4 ) for Plumbing and Gas Piping (pg S)) Company Namerittio Mailing Address: City Contact Person: Day Telephone: E-Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State ARCHITECT OF RECORD - All plans must be wet stumped by Architect of Record cIpu4Qkancy1 CH (1(4115 City State Zip Contact Person:G/1%1M Tayrn n Day Telephone: 013) E-Mail Address: Fax Number: 21 c9.1bI. 0134 cirxpq5 Zip Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record UJG rrehsvi IV) tits. OH 44 lig City State Zip Contact Person: 6111 Ausey Day Telephone: 216.292. t4 Coq (0 E-Mail Address: Fax Number: 24 lo. Z1 Z 5b1 f Page 1 of 6 BUILDING PERMIT INFORMON =- 206431- -3670 Valuation of Project (contractor's bid price): S 1 SOI C fl6 Existing Building Valuation: $ 150,000 Scope of Work (please provide detailed information): Will there be new rack storage? ❑ Yes [/No If Y separate a se rate Pe rmit and plan submittal will be required. rovide All Building Areas In Square Footage Beton 2R0 Ft oor Floors tutu Basement Accessory 'Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck l.)ncoveted Deck 2315Sj e-f'te Interior Remodel' 231551144, Addition to Existing Structure no n/q Type of Construction per IBC 1113 Type of Occupancy per IBC 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 Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: Appbc>doneFonne- Applications On Line 3 -2006 - Permit Appliation.doe Revised: 9-2006 bh Page 2 of 6 PUBLIC WORKS PERMIT IN oRMATION - 206 -433 -0179 Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑...Water District 1#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) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use - Potential Disturbance ❑ ...Construction /Excavation /Fill - Right -of -way Non Right -of -way ❑...Total Cut ❑...Total Fill ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑...Traffic Control Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑... ValVue ❑ .. Renton ❑...Sewer Availability Provided cubic yards cubic yards ❑...Permanent Water Meter Size... ___ ❑ ...Temporary Water Meter Size .. ❑...Water Only Meter Size _ ❑ ...Sewer Main Extension Public _ ❑...Water Main Extension Public ❑ ❑ ❑. ❑ ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water Q:1AppticdtionsWoon.-Appbwtions On Linea -2006 • Remit Appbceuon.doe Revised: 9 -2006 bh Call before you Dig: 1- 800 -424 -5555 . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑ .. Highline ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Seattle ❑...Traffic Impact Analysis ❑...Hold Harmless - -(SAO) ❑...Hold Harmless - (ROW) ❑ .. Grease Interceptor ❑ .. Channel ization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO WO # WO # ❑...Deduct Water Meter Size Private Private _ _ FINANCE INFORMATION Fire Line Size at Property Line ❑...Water ❑...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty • Unit Type: - Qty Unit Type: ON :Boiler /Compressor: Qt. Furnace <100K BTU Air Handling 1.lnit • 10.000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace 100K BTU Evaporator Cooler Diffuser 19 3 - HP 500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat I 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 UAUI N �/ Air Handling Unit 10.000 CFM Incinerator — Comm /Ind MECHANICAL PERMIT Al ION 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 20 Scope of Work (please provide detailed information): Use: Residential: New .. ❑ Replacement ... ❑ Commercial: New .... Replacement .... ❑ Q: WpphationsWo ms- Applications On LineO -2006 - Permit Apphcebon.doc Revised: 9 -2006 bh V City State Zip Fuel Type: Electric Gas .... Other: Indicate type of mechanical work being installed and the quantity below: Page 4of6 Fixture Type: -Qtr Fixture Type: • Qh' Fixture Type: Qtt Fixture Type: Qt1 Bathtub or combination bath shutter Drinking fountain or stater cooler (per head) / Wash fountain Gas piping outlets Bidet Food -waste grinder. commercial Receptor- indirect waste Clothes washer. domestic Floor drain Sinks 2 Dental unit- cuspidor Shower, single head trap 1lrinals Dishwasher, domestic, with independent drain Lavatory f Water Closet f Building sewer or trailer park sewer Rain water system - per drain (inside building) Water heater and or vent r7a e / Additional medical gas inlets outlets - six or inure Industrial waste pretreatment interceptor, including its trap and tent- except for kitchen type grease interceptors Repair or alteration of water piping and Cr water treating equipment Repair & alteration of drainage or tent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPING RMTI' INFORMATION »- 206- 431 -k/0 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): $ `S // O Valuation of Gas Piping work (contractor's bid price): $ 1 Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Q ?Ak ` SG t -Q Occupancy (per Int'l Building Code): M Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: "mess .- Q: Wppbcetioni\Fonns- Applications On Linet3-2006 - Permit Appbcation.doe Revised: 9 -2006 bh Page 5of6 PERMIT APPLICATION NOTES Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW ► • OR AGENT: Signature: Print Name: Ma vi vta ma 0 �, 1 � YTh ,, 79,41-e. Mailing Address:�321 i C5 1• • Date: 1 Z. l���� Day Telephone3l0.32 • CO3Ct #• °Li " cps 9bcd■ City State Zip Date Application Accepted: 1) y n' Date Application Expires: Staff Initials: Q. WpphcmonsTonn•- Appliotio s On LiteO-2006 - Penult Apphenion.doe Revired. 9-2006 bh Page 6 of 6 Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 -01774 Initials: WER User ID: 1655 Payee: 6364200010 667 SOUTUCENTER MALL TUICW KAY JEWELERS ALLAN WARD TRANSACTION LIST: Type Method Descriptio Payment Check 560 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 RECEIPT Amount 58.00 Total: $58.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 Payment Date: 05/22/2008 08:36 AM Balance: $0.00 Current Pmts 58.00 D07 -448 ISSUED 12/07/2007 05/07/2008 2757 05/22 9711 TOTAL 58.00 doc: Receiot -06 Printed: 05-22 -2008 Doc: RECSETS -06 Copy Reprinted on 05 -07 -2008 at 09:01:51 05/07/2008 RECEIPT NO: R08 -01509 Initials: WER User ID: 1655 Payee: LAKEVIEW CONSTRUCTION INC. SET ID: 0507 SET TRANSACTIONS: Set Member Amount D07 -448 1,641.48 EL07 -759 550.00 M07 -267 313.86 PG07 -331 158.00 TOTAL: 2,663.34 TRANSACTION LIST: Type Method Payment ACCOUNT ITEM LIST: Description 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 BUILDING - NONRES ELECTRICAL PERMIT - NONR MECHANICAL - NONRES PLAN CHECK - NONRES PLUMBING - NONRES STATE BUILDING SURCHARGE Description Check 222523 SET RECEIPT TOTAL: Account Code Payment Date: 05/07/2008 Total Payment: 2,663.34 SET NAME: KAY JEWELERS 000/322.100 000.322.101.00.0 000/322.100 000/345.830 000/322.100 000/386.904 TOTAL: Amount 2,663.34 2,663.34 Current Pmts 1,578.98 550.00 313.86 58.00 158.00 4.50 2,663.34 2108 05/07 /711 TOTAL 2663.34 Receipt No.: R07 -02690 Payee: EXPRESS PERMITS TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: D07 -448 Address: 667 SOUTHCENTER MALL TU1CW Status: PENDING Suite No: Applied Date: 12/07/2007 Applicant: KAY JEWELERS Issue Date: Initials: WER Payment Date: 12/07/2007 11:13 AM User ID: 1655 Balance: $1,583.48 Amount Payment Check 10452 1,026.34 Account Code Current Pmts 000/345.830 1,026.34 Total: $1,026.34 Payment Amount: $1,026.34 5786 12/07 9710 TOTAL 1026.34 doc: Receiot -06 Printed: 12 -07 -2007 Project: .IC clf_1�t Type of Inspection: . 1 M L Addre , t0 /► i ` Date Called: Special Instructions: Date Wanted: - �� m. P m Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Vt. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 kl Approved per applicable codes. [] Corrections required prior to approval. COMMENTS: 1-)et" ro4 /e- t C Pi ii tL� 'Inspector: INSPECTION RECORD Retain a copy with permit 5"- 'Date. 2 23/0; El $60.00 ' I SPECTION FEE REQUIRED. Prior to inspection, fee must be paid a 0 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: ERMIT NO. Project: KAL( 6 wELk 2S Type of Inspection: SuspE j cE,p Address: CO 6 7 01 6 I ( Date Called: Special Instructions: Date Wanted: - 7x23 -O, m, pp Requester: Phone No: 3 , L( -4'L(O _Z INSPECTION NO. INSPECTION RECORD Retain a copy with permit t D 7-L/LP PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3fj7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 , IDate: 7//0.7 El $60.00 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: l (Receipt No.: 'Date: Project: ke / J€ ' e Type of Inspection: h lit- l Address: 67 // Date Called: Special Instructions: Date Wanted: /' _ , ' ' a Requester: Phone No: D a l - ' INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: p/ 04 fi, sk)c-4�sfQ,F Date: 2 Z-Z/ LI $60. EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: w i '° " _its►_ *_A2 -� s r..sm. *r , z,: a �.�`�, a »° COMMENTS: Type of Inspection: Coir� 1: ,,,, €2C lc- /5t F? I -r'( in f,• " 0 -f Affirci4 Addres (% tell g e-,- -W k .e e & 5 /4 fd di 4 f,4 pa-4( ofre.h l e i7y /A:id,,9 07- Special Instructions: Date Wanted: ? - a6 ArrfD* t. it N'/ 13r 9reri4/ 1,11111 R 1 (' ( rrffra ')s 641/-6 /? V Ity 1(1:41 Phone No: Project: 11 rG y Jt fif 5 / Type of Inspection: Coir� 1: ,,,, Addres (% tell Date Called: Special Instructions: Date Wanted: ? - a6 -- 1.b7 - 0 p.m. Requester: Phone No: 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 -3i6 ❑ Approved per applicable codes. El Corrections required prior to approval. !Inspector: (Date: U $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. !Receipt No.: Date: Project: v 0. ''(i �Q,VS Type of Inspection: Address: Date Called: J Special Instructions: Date Wanted: a.m. 71i 7 /or p.m. Requester: Phone No: b IC CM ,- 7 4 10 - 2 vv G INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 12 Corrections required prior to approval. (inspector: (Date: -7/11/0% TION FEE RE UIRED. Prior to inspection, fee must /L ❑ $60.00 REINSPECTION p t be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: f M A/9 c�Pw Type of Inspection: 7.4.1 � Address: ( ■ 7 // 4'f Date Called: Special Instructions: Date W nted: `2 _ Q r p.m. Requester: Pho a No: c d ` _ 2_470 Cc �� y , Approved per applicable codes. Corrections required prior to approval. COMMENTS: p/ j '` :: cS a -rr' ct ka JA't A --)/; ii11„,, a.l rvi (I C0icri I,Ja_O5 1lnspector: % / ( /2 7, 7 Retain a copy with permit 1/k7eiel INSPECTION RECORD PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION r2 6300 Southcenter Blvd. # 100 , Tukwila, WA 98188 (206)431 -3670 p ad a 6 00 FEE Blvd., Prior te 1100.Call to schedule le ei spection. (Receipt No.: !Date: COMMENTS: )..)/ .54k, e 44 - -. 1 4 . 4 Iti(/ /zit,-//, i S z, �e7)aYN w i eYce f ZA correci U ii '5 GG rY J /P Grr/('f Pe/ .sd4,1- 6 rrtC !VV Date Wanted: cJ — /TJ — e Can: p.m. Requester: Phone o: Project X � 1 o7 €-i 1 .1- Type of Inspection: ``7.- /7pn/(� Address: X6 7 /17/71// Date Called: Special Instructions: Date Wanted: cJ — /TJ — e Can: p.m. Requester: Phone o: 9 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. 'Inspector: (Date: /, '/4V ri $60 :0 ° EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai . 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: 54± Cr el MAi not per f pia i - ri?i'"iI.47 it el '`tCtvt 700 /-9,---, / ,c)117, l s 55c e pr.LV‘ --iv Ceri111 otiy /d 1 /eli Special Instructions: Date Wanted: d G - / 7 - o� Ga.:.6: Requester: Project: Type of Inspection: g Address: 7 /n Date Called: ., Special Instructions: Date Wanted: d G - / 7 - o� Ga.:.6: Requester: 3 • 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 Approved per applicable codes. TA Corrections required prior to approval. 1 mnsjector: ( SPEC 6 0 Sout ❑ $60.00 TION FEE REQUIRED. Prior to inspection, fee must be paid at Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: 1307 — V4 J COMMENTS: `�'ao t4- rx (MAO ' r nt)4-` e - tr,A is // htitf(r>r e r tie- q / / es r h c c i 4- 'Slid ea IQTT'z -i " -grr> n4 -e ct lle,Ae /erg l /be e?®" i t OP In ' e e cu/!f^ f4 cd11. s 74- Yec4e4., I 2 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION (- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ProjZ 9vtz i t„w / e/5 Address: 7 /1191/ Special Instructions: Type inspection: Date Called: Date Wanted: -17- DVa Requester: Phe -2to - Approved per applicable codes. Corrections required prior to approval. Inspector: INSPECTION RECORD Retain a copy with permit (Date: C// 7 4 V paid at 6300 Soutthc d., Suite REQUIRED. r 100.Call to schedule reinspe tion. (Receipt No.: !Date: Project: X 4 9C/e9e•Q / Type of I9pection; Addre Z67 /77 : 1 09 // Date Called: Special Instructions: Date Wanted: ■ C ' — 44)- CM]: P.m. Requester: Phone Ne: ., 1/0 _ 243 _ 067 INSPECTION RECORD Retlitra Cirith permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 S outhcenter Blvd., #100, Tukwila, WA 981 88 DO 7-0/ PERMIT NO. (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. 8.00 REINSPECT! FEE REQUI D. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., S ite 100. Call the schedule reinspection. COMMENTS: ?-14 1c-e9 r de( en 4av m/, 4441Vap I Date: 57 _ , Receipt No.: 'Date: Project: :�-( »i �-�� -S Type of Inspection: M P 4. dress 5 � , e Address: 66 7 Su #: S, ��LL Contact erson: Special Instructions: Permits: N Phone No.: Needs Shift Inspection: Y Sprinklers: f.- Fire Alarm: V Hood & Duct: itl Monitor: G,a.,r) t ) Pre -Fire: P Permits: N Occupancy Type: N, INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 FilipprOved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS I I Corrections required prior to approval. COMMENTS: itA 5P o(L err Inspector: /y I Date: 7 /61- la Hrs.: f $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila 'Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: - .t2c.✓e � c A Type of Ins ection: - �' v- -L_..- Address: / 6 7 s . Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Perm: Occupancy Type: INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT CAF- 09S5` DP - Li PERMIT NUMBERS 444 Anr1rni r Park F act< Tukwila_ Wa. 98188 206- 575 -4407 Word/Inspection Record Form.Doc 1/13/06 ri Corrections required prior to approval. COMMENTS: T ©�c Inspector: 57y 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 Project: KA 5 .t.., / e_' F i�,s Type of Inspection: EG re 55 i 151 iv �j Address: 6 c (1/1,41 Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT East Tukwila Wa 98188 206- 575 -4407 n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS A ....... Corrections required prior to approval. COMMENTS: 'Jl) v ' - - 4 I 4 .4 t PC) e, 44 - 1 o c, l< X 1 k- p144-vi. JA- Inspector: Date: i y 14 ,7, g Hrs.: \ n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 f T.F.D. Form F.P. 113 Needs Shift Inspection: Type of Inspection: —*L migLL - Project: Hiti y N7'e,,��z6 -- Address: 66 ? S. (. in . Suite #: Contact Person: \i\f • 4T Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: INSPECTION NUMBER Appro per applicable codes. 2 Word/Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 1/13/06 Date: -- Z , o e Doi - PERMIT NUMBERS r Park East, Tukwila, Wa. 98188 206- 575 -4407 ri Corrections required prior to approval. Hrs.: $8 .00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: i dl; D K -To cA� -- S it.r 0_ 1(00 C@ Zz U - -rs F tN. ►3oo e 220 �,i Project: -ki 5 e�-� -- '..,, 1 e -S ° . Type of Inspection: 5 +t �r'� Address C Suite # � ' �°� J Hood & Duct: Conta Pe on: C 'sd Special Instructions: Pre -Fire: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: ' Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 206 - 575 -4407 CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: Inspector: Date: 5 ) /5 1 0 8 Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 June 13, 2008 Ms. Shanda Hess Lakeview Construction 10505 Corporate Drive, Suite 200 Pleasant Prairie, WI 53158 RE: Special Inspection Kay Jewelers Tukwila, WA Dear Ms. Hess, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION 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 June 3, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC 7( C074 Kathryn Gordo Project Manager Puyallup Division CC: City of Tukwila RECEIVED JUN 302 B COMMUNIT & ASSOCIATES, INC. Offices Serving The Western United States KA No. 066 -08146 Permit No. D07 -0448 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 DER • IKr 8c /QSSOC1ATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 6 -03-08 KRAZAN PROJECT MANAGER: Superintendent/Representative: KEG FIELD REPORT NO.: 08146 -DFR- 060308 -JP -1 CONTRACTOR: HAIRRIS CONSTRUCTION PERMIT NO: D07 0448 PROJECT #: 066 -08146 PROJECT: KAYS JEWELLER LOCATION: # 667 SOUTHCENTER MALL JURISDICTION: CITY OF TUKWILA INSPECTOR: JOANTHAN PINK WEATHER: OVERCAST AND RAIN Technician: JONATHAN PINK Offices Serving the Western United States TEMP: 45F TO 65F SPECIAL INSPECTION FOR REINFORCED CONCRETE AND EPDXY REBAR. On site as requested by the contractor for special inspection epoxy rebar and reinforced concrete slab fill in. Reviewed the approved plans with the contractor. Contractor was ready to pour concrete for slab fill in locations for utility trenches. Simpson set 22 epoxy was used to install rebar for the concrete in fills. Simpson expiration date was 10/08 and used two tubes. Holes were drilled' " for #3 bar. Holes were cleaned with compressed air and filled with epoxy. There was a minimum of 5" embedment. Stoneway concrete delivered 3 yds of mix design # P13010 3000 psi concrete. See cylinder report #21308 for more information. One set of cylinders was obtained for compression strength testing. Equipment/Asset Number(s): To the best of my knowledge, the above WAS / WAS NOT ❑ performed in accordance with the approved plans, specifications, and reg o re • iremektio Form 1501 r.2 Effective Date: 12 -20-07 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. FILE COPY Permit No. ) OWDY Structural • Civil Engineers STRUCTURAL CALCULATIONS FOR KAY JEWELERS # 605 SOUTHCENTER TUKWILA, WASHINGTON NOVEMBER 12, 2007 C a w`✓ 4} E i 'ES 10-314,040 DESIGN PARAMETERS: 2006 International Building Code SEISMIC MAPPED RESPONSE SS = 1.425, S 0.488 SITE CLASS D IMPORTANCE I = 1.00 CONTENTS: LATERAL L -1 to L-8 C }". .s•e.' 0 4A�'�i DEC 0 7 2007 PcRlVMI CENTEl 6443 SW Beaverton - Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com Job Name: Kay Jewelers, Tukwila, WA Client: Jencen Date: 1112007 By: 5c/5mie P4-rzA/4, 505)0E-Ainto ,o 0" 5Ds O./5 f (:)r 0 . 1 11 r 4-1 p P ct z r Structural • Civil Engineers Job No: 07249 Sheet No: L-1 5 iv, 5s sbi Fv 57 pagoAir pex, ATT tdw ce.H.,ill P 0, Al srps 5P 5 idp = 00 (P IT) e . % - C7W $ 0 1e 6 01 ( itet itt r-C fl 1 PS , 5LZ. W 6f10) e t 1 elf I. 7- orkz._ 7- ° 0. 3 4C*, rp W10 0. 2-1 ide - . z-h_V 3 ° - ”5 6 / e -oft ( 4 (2.) ceri sop(rs - -5 (7)( - ze 1 f Vft /50A) 0* r d- M Cfr. (t)c,oe=r7 6443 SW Beaverton-Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com flw Dy Job Name: Kay Jewelers, Tukwila, WA Client: Jencen Structural • Civil Engineers t 147 *4 1 Aeit ser 0 if -41. f iV° A TYP 3625162-43 1.11/ (2),3 SCREWS TO EA STUD (TYP) SUSPENDED GYP CEILING- SEE ARCH L2 x 2 x 16 GA CORNER WITH (I) .8 SCREW TO EA STUD Job No: 07249 Date: 11/2007 •80114.1.14.•••••■•r N 5 13 I E A 111111ECI (3) 5 SCREWS (TYPICAL) By: :04 E -3 ' X-3621125-43 TRACK (TYP) 6443 SW Beaverton-Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com Sheet No: j - 1- EXISTING FRAMING tdw 3625162-43 SOFFIT FRAMING) • 16" O.C. (TYP 3625162-43 SOFFIT BRACE • 48" DC. SEE W D Y Job Name: Kay Jewelers, Tukwila, WA Client: Jencen Date: 11/2007 By: lio p-ik, =r , 5C4 /3r err ok. 0_,_11 5 " Tv 1-0 A/ Fe- pc c/7 /147- i> le-c PI -. 1 /A ''E•priS)LeaP* V.cat r 1 7' 7pir T otfle , r^ 1-4 o a 1 Y Structural • Civil Engineers v Pt-wf) co 5Y, A /4 cod r - RCS PARALLEL TO DECK FLOES s EXIETKO ntArtwa -tq 7 L/ " Job No: 07249 Sheet No: - suma.mor.,11. 11/41.1 5 &MACES PERPENDICULAR TO DECK FLUTES 6443 SW Beaverton-Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com tdw 171w by Job Name: Kay Jewelers, Tukwila, WA Client: Jencen Date: 1112007 By: f az-WP 61 10 'if 0401 e 4 e 6-1.5444c iktrE = 014*# tA -ire() -2-- i O. , i. lib =113 00 m crvo r X/) / 5 7 1_ l —ft 7/ 57 k &ice eottrepp..3 • Structural • Civil Engineers -z7 1514v .141 c 5ni.r Foe-c-t/r 640e/4"4 TTP 3625162-43 STUDS • 16" O.C. (TYP) W/ /3/ .8 SCREWS EA END- SEE ARCH 3625162-43 SOFFIT BRACE • 48" OZ. SEE Ark SUSPENDED GP BD CEILING- SEE ARCH 3625162-43 8/ (2).13 SCREWS TO EACH STUD — 0 NJ 5. Job No: 07249 Sheet No: 4-41 14 &.ik CANTILEVER HORIZ STUDS OVER TOP OF LINTEL BEAM A 15 7 vpo • f:, I St r .r. 1 I— 141 — Se4 s 6443 SW Beaverton-Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com EXISTING BULKHEAD 3/4" DEFLECTION SPACE BETWEEN BULKHEAD AND STOREFRONT tdw 23' -1 1/8" AT GRILLE *2 -2" TRUSS 4KaT. AT I VW TRUSS HGT. C IS -5" AT GRILLE 5 / 2 ' -6" 2' -0" 2' -0" 2' -6" f max. 1 MAX` / MAX / MAX I 13' -3 3B" TO TOP OF TRUSS AT GRILLE 1■2 13' -I I/4" TO TOP OF TRUSS AT GRILLE 3 I i ti m i2 r1WDY Job Name: Kay Jewelers, Tukwila, Ti WA Client: Jencen nrcc- _ 99F,v F L/ 77, se/cot-7- C7 ,41 / _ L - /16 I v e AF foirrt- &er t D . r-cc(tv>' M 3 3( 3- s _5 ti Structural • Civil Engineers /r,r1g 7 (3)'8 SCREWS EA LEG TO JAMB COL Job No: 07249 Sheet No: 4- Date: 1112007 By: CONT BOXED JAMB TO TOP OF LINTEL 'B SCREWS • 12" 0.C. EA LEG 6 "x51/2" x I6 GA STIFFENER PLATE EA SIDE OF LINTEL W/ (8) '8 SCREWS TO JAMB COLUMN 4 LINTEL - 7J NO SCALE fl' -4" AT GRILLE 7 6443 SW Beaverton- Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com '8 SCREWS • 12" 0C. EA LEG TYP. 36 2712 5 -6 8 TOP 4 SOT EA LINTEL tdw ADDITIONAL 3627125 -68 TRACK BENT WEB OF BOXED LINTEL TOP I SOT TRACK ATTACH TO JAMB COLUMN W/ (2) "8 SCREWS ADDITIONAL 3621125-68 TRACK BOXED LINTEL SEE BOXED JAMB COLUMN SEE 5D4 co W b Y Job Name: Kay Jewelers, Tukwila, WA Client: Jencen Structural • Civil Engineers ic 77/fey/A 5 bi I ofx 1417.0Z, 5 0 t; .4 t'1 (4' (Y) M C v .w 7 g-p i , s /. (4, irs oq,) • 6Z-6 ex-7114w TAI1 p 7 6 . (COI's te viwe) (15-j. Apr :76653)1 .17) 4 1.35 z_ 1 —# 44 6( - 1- 11 0 e 1 t-Doovr2 Job No: 07249 Sheet No: 4...-4 Date: 11/2007 By: „ 11 1111 SUPPORTS 4x4 allikk SAFE SETTING DETAIL vfli' no scale t--104e7 F, LS # (0-0 \ • Fp ( 5 3) ==. / 0 # (/ /).) SAFE DATA DIMENSIONS a. 87 1/2' b. 44' C. 76' NOTE DOSENSION 'a' DOES NOT INCWDE HARDWARE PROJECTION WEIGHT • 4450 lbs. • Cowl' cors_j_0222±5_, / 37 6443 SW Beaverton-Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com tdw 111 W D Y Job Name: Kay Jewelers, Tukwila, WA Client: Jencen Structural • Civil Engineers eis 04 re ifit ft" k few 69 F Ps-'e— frPC ee Afr 5 Do./4 C • F 43 7 4; (#1-S .0) it4t$ 0"/ 77 yp 403/ 1-AmytD,--s 1.-- , Z. VI rin el:7 ca.:, e s; V itt to .1) = f (2 5 .w -. ti O / foe ttaez. Co =- 770 - - 77 0 / •-4) 11 610 (r. = / 4 evAirfroe-s. (6..7 a pf e Kt 04 Yi v14 C•f- K 37 iticy o o p se / p. 16 (4.= •,/i4) Ifel 1f46( -3/ lqsc,teza. 4I#J It rr- 7D SPArml ' 5 0 / 6,944/ (04 rPrs • 0 Job No: 07249 Sheet No: — 7 Date: 1112007 By: 4-0 r- toe 7 4 5 , 15. # - 7-- A tdw -1- /(- 11 3 1 2-s) _ ft sif_ 0 ) 34, 09,0 - O 6443 SW Beaverton-Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com ri Job Name: Kay Jewelers, Tukwila, WA Client: Jencen ett4004/r" F 560:0 P _15 tlfg-IA/4 4 400 xs / 0 Structural • Civil Engineers Yort, 7. 5 k13W rpo Job No: 07249 Sheet No: I- - Date: 11/2007 By: tdw I 1, 6443 SW Beaverton-Hillsdale Hwy, suite 210 • Portland, OR 97221 • ph: 503.203.8111 • fx: 503.203.8122 • www.wdyi.com OVERVIEW: Project: Date: March 21, 2008 Kay Jewelers #0605 WS Southcenter Seattle, WA To remove repair shop from project, per Sterling's request. fence Architecture • Retail Design Registered in 48 States 2850 Euclid Avenue Cleveland • Ohio 44115-2469 T 216.781.0131 F 216.781.0134 W jencen.com Revision Prompted By: Sterling Landlord Commission Number: 5385 The following is a synopsis of the latest revision(s) as referenced to the drawings and shall became part of the contract documents. DRAWING NUMBERS /DETAILS /SPECIFICATIONS AFFECTED: MAY - 8 2000 PERMIT CENTEh Al Project Information -- Updated occupancy load calculations, based on reallocation of space. Updated Electrical Load information, based on new lighting design. Room Finish Schedule - Removed repair shop and finishes. Door Schedule - Revised length of overhead grille #1; removed repair shop door #4 from schedule and elevations. Drawing Index - Removed sheets #RPI & RP2 from set. A2 Architectural Floor Plan - Removed repair shop from plan and re- worked stock room, office area and grille #1 to accommodate removal. Storefront Framing - Revised width of storefront framing at Grille #1. A2a Elevation A/A2a - Removed repair shop windows and replaced with new wall, widening grille. Storefront Isometric - Updated per new elevation A /A2a. A3 Enlarged storefront Plan - Removed repair shop from plan and re-worked stock room and grille #1 to accommodate. A5 Fixture Floor Plan - Removed repair shop from plan and re-worked stock room, office area and grille #1 to accommodate removal. Store Data - Updated showcase square footage per new layout. REVISION Ma Elevationl /A5a - Revised per new sales area configuration. Elevation 3 /A5a - Deleted from project. Elevation 4 /A5a - Revised per new stockroom configuration. A6 Floor Finish Plan - Removed repair shop from plan and re- worked stock room, office area and grille #1 to accommodate removal. Updated tile layout at storefront to accommodate new grille configuration. Updated tile layout in stock room per new configuration. A7 Architectural Reflected Ceiling Plan - Removed repair shop from plan and re- worked stock room, office area and grille #1 to accommodate removal. Revised soffit configuration at storefront grille #1 and office per new layout. Extended stock room ceiling grid per new configuration. Section C /A7 - Deleted from project. S1 Sign Details - Deleted all repair shop signs from project. Removed 9' -7" wide sign from project. Added additional 12' -2 1/2" wide sign to project. DO/-, Liti8 E3 )M1 M2 SD2 SD3 SD4 2850 Euclid Avenue • Cleveland • Ohio 44115-2469 T 216.781.0131 F 216 781 0134 W jencen.com S2 Sign Details - Deleted all repair shop signs from project. E 1 Electrical Floor Plan - Removed repair shop from plan and re-worked stock room, office area and grille #1 to accommodate removal. Relocated outlets in office per new office layout. Added circuiting for new section of showcases at storefront. Relocated conduits for main sales desk per new layout. E2 Electrical Reflected Ceiling Plan - Removed repair shop from plan and re-worked stock room, office area and grille #1 to accommodate removal. Adjusted lighting in office and near storefront at grille #1 per new configuration. Removed all repair shop lights, signs and circuiting. NET CHANGE IN LIGHTS: AA - (5) fixtures DELETED from Project GB - (1) fixture DELETED from Project NN - (3) fixtures DELETED from Project JB - (2) fixtures DELETED from Project IA - (2) fixtures DELETED from Project MM - (1) fixture ADDED to Project GA - (3) fixtures ADDED to Project JC - (3) fixtures ADDED to Project Panel `L' and Panel `LA' - Updated to reflected changes to lighting, outlets and circuiting Panel `L'oad Summary - Updated to reflect changes to panels `L' and `LA' Mechanical Plan -- Removed repair shop from plan and re-worked stock room, office area and grille #1 to accommodate removal. Removed repair shop exhaust system from project. Adjusted main HVAC layout per new configuration. Plumbing Plan - Removed repair shop sink and associated drains, filter and connection from project. Water Supply Diagram - Removed repair shop sink and associated filters and connections from project. Waste and Vent Diagram -- Removed repair shop sink and associated filters, vents and waste connections from project. Detail 6 /SD2 Detail 7 /SD2 Detail 6/SD3 - Detail 5 /SD4 detail sheets. - Removed from set - Revised to match new ceiling layout. Added note requiring oversized ring/adapter at sprinkler heads - Revised to match new grille #1 on architectural sheets. Updated references to other structural A2a A7 ser OVERVIEW: Relocated Landlord's walkway above short side of storefront, per Landlord's updated information. Elevations B /A2a - Relocated walkway above space on short side of store. Replaced tile finish at side and top with wood panels. Storefront Isometric - Updated per new elevation B /A2a. Architectural Reflected Ceiling Plan - Relocated walkway above space on short side of store. Reworked adjacent storefront soffit and bulkhead accordingly. AH Architecture • Retail Design Registered in 48 States RECEIVED MAY - 8 2008 PERMIT CENTEt- [Date] 9/2401 Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 Tenant Acknowledgment Letter ! enant improvement permit for [tenant name], Tukwila Permit No. VD - 1- is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy (i.e. Open for Business) for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Division. This condition is hereby acknowledged by: _ Title £/£'d 9££082E0TE:01 Tenant Name: 1 Note that the letter is to be signed by the responsible officer of the tenant (ie business manager, business president, vice president, CEO etc). The contractor, contact person for the project nor the architect will not be acceptable. :W021d OV:ST L302-90-Dal ''PERMIT COORD COPY " PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -448 DATE: 05 -08 -08 PROJECT NAME: KAY JEWELERS SITE ADDRESS: 667 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS .� .. 6. ui . i g ' ivision D I W ra y Complete APPROVALS OR CORRECTIONS: Approved Documents/routing slip.doc 2 -28-02 611 n,{& Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Panning Division ft ❑ Permit Coordinator DUE DATE: 05-13 -08 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Ei Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 06 -10 -08 Approved with Conditions El Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: 007 -448 DATE: 02 -21 -08 PROJECT NAME: KAY JEWELERS SITE ADDRESS: 667 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 BEFORE Permit Issued DEPARTMENTS: Buil Public Works Complete Comments: Documents/routing slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: 'PERM IT COORD COPY Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete 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 d Structural Review Required REVIEWER'S INITIALS: ❑ n ❑ Permit Coordinator n DUE DATE: 02-26 -08 DATE: DATE: Planning Division Not Applicable n No further Review Required DUE DATE: 03-5-08 Approved [VI Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPART E �S :Z. O Buiing Ision P IIc Works Structural hMA_I2- 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Please Route Complete Documents/routing slip.doc 2 -28-02 PLAN WE SLIP ACTIVITY NUMBER: D07 - 448 DATE: 12 -07 -07 PROJECT NAME: KAY JEWELERS SITE ADDRESS: 667 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued TUES/THURS ROUTING: Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Fire' P revention Incomplete y Z, Planning Di s ion l Permit Coordinator DUE DATE: 12 -11 -07 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: �a n DUE DATE: 01 -08 -08 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INIT S 2 51 - 0f3 d-a-- 0 (A/ Summary of Revision: 4 j o vumel f rm. 4-0 i bfi - S-e a v‘ccr vot AA (, st er Received by: '61't Received by: /// J, 9 / REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 0212110$ 0 Summary of Revision: Summary of Revision: (� 1 5 Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 0212110$ 0 Summary of Revision: Summary of Revision: (� 1 5 Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 0212110$ 0 Summary of Revision: Summary of Revision: (� 1 5 Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 0212110$ 0 Summary of Revision: Summary of Revision: (� 1 5 Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS 1 0212110$ 0 Summary of Revision: (� 1 5 - n -n,pv(,{� '61't bJik , 1 M n (4E-4 ca9c4L, i?- LWt kto m 1.11,-- --- , Received by: PROJECT NAME: Ve4 :6 SITE ADDRESS: �� Cj M AAA_ REVISION LOG PERMIT NO: `+` t)01 '* ORIGINAL ISSUE DATE: e 141A -- (please print) (please. print) (please print) (please print) (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tuhwila.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, fax etc. Date: ./P/ Z) Plan Check/Permit Number: .U 7 — ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # [l Revision #1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: 64 7 So m4 // T/4 Lvr4- ` l $/ 8? Contact Person: Mr/94.t y--L. Phone Number: 2/4 - 7e/ — d e l3 / Summary of Revision: cS'e e: /e / r. - t {7' ioh, -G, d est r:ti e /94-, SheetNumber(s)• h! A2 A`24 43 t}-S As AL A7 S/ 5� S 7) 1 SD3 Sb "Cloud" or highlight a ll areas of revision in of /evision 1 1 Received at the City of Tukwila Permit Center by: Entered in Permits PIus on 5----9--O e lapplicationsVorms- applications on linehevision submittal Created: 8 -13 -2004 tatrevr MAY .0 8 2000 PERMIT CENTER City of Tukwila \applicationslforms- applications on hnekevision submittal Created: 8-13-2004 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 2--( f D Plan Check/Permit Number: ❑ Response to Incomplete Letter # El Response to Correction Letter # 111-- Revision # / a 3t"irrmit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Ka1 J Project Address: 6 Se)144 '1CG�s t er MA 1/ Ti k' » l W A- 4', #8� n' 7 � R � Contact Person: 07 r 4not 7a y iru .., Phone Number: 214 -70/ - D / f Summary of Revision: A !/ e4 — ge_v j� f7 L ( b //e k. c5ec- n 4 rra 7‘7' ✓e Sheet Number(s): A / - f 124 ' RP I l kPZ, S I t S 2 FE-i C l l 51'i 514 va "Cloud" or highlight all areas of revis' Including date of revision Received at the City of Tukwila Permit Center by Entered in Permits Plus on ids L q Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITv wvviLA FEB 21 2008 PERMIT CENTEF, Project: Kay Jewelers #605 Commission Number: 5385 WS Southcenter Seattle, WA The following is a synopsis of the latest revision(s) as referenced to the drawings and shall become part of the contract documents. OVERVIEW: Landlord: To modify plans based on feedback from the City. Building Dept. To connect repair shop filter rack to mall exhaust system. Sterling: To add two signature capture device units. A2 A5 Ma A6 A7 RP1 Date: January 24, 2008 DRAWING NUMBERS/DETAILS /SPECIFICATIONS Al. 'r ECTED: Landlord: ALL SHEETS: Changed address numbers in Title Block to 667. Changed City in title block to Seattle. Al Changed address number to 667 in Project Information. Added Sheet EXIT to Drawing Index. Modified electrical code edition date. Modified plumbing code title. Extended wall between office and repair shop. Modified stock room shelving. Moved cash wrap forward. Modified stockroom shelving. Extended wall between office and repair shop. Modified shelving on Elevation #4. Extended wall on Elevation #3. Extended wall between office and repair shop. Moved cash wrap forward. Moved cash wrap and corresponding soffit forward. Extended wall between repair shop and office. Extended wall on Elevation #4. Extended wall between repair shop and office. •••• • .... - - .e • • . . • • • -• •k . . • :•• Extended wall between rep • • - • • • • . . • • spon ing so e. it an 'g ts o 1 • 11 _ • - • .e. wa .. - • • - • - - • . . -- ..._ etween wra Cl Modified demising wall section. EXIT Added new sheet for egress plan. n Building: Ml Mo.' ' - . filter -. ck detail to show connection to Ma connection i all' exhaust system. Revision Prompted By: Sterling: AS Added signature capture device filler to both islands. A6 Added signature capture device filler to both islands. A7 Added signature capture device filler to both islands. E1 Added signature capture device filler with outlets and conduits to both islands. E2 Added signature capture device filler to both islands. 2850 Euclid Avenue • Cleveland • Ohio 44115 -2469 T 216.781.0131 F 216.781.0134 W jencen.com Landlord Building Dept Sterling st system. Modified note to include that filter rack to CMT Architecture • Retail Design Registered in 48 States 'ts forward. ce. Kind of Fixture Fixture Units No. of Fetures 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 2 I Hose bibb (interior) 2.5 2.5 1 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 2 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 Water closet, tank or valve, 1.6 GPF 6 3 t 3 Water closet, tank or valve, >1.6 GPF 8 4 _ Non - Residential Sewer Use Certification (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new sewer customers. The charge is collected semi - annually. All future new service which uses metropolitan sewage facilities shall be subject to a billings can be prepaid at a discounted amount. 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 (Please print or type), J � � r Property Tax ID # Owner's Name Party to be Billed (if different from owner) t. First, Mi ddle Initial) ( ) Subdivision Name �QS't1 e kU* CQ of # I S03 Party's Mailing Address: Subdiv. # Block # Building Name (if applicable) , e wet Q r 3 Property Street Address (p 1 S thCp n{er P Tul -wltq u )A GIN City, State, ZIP 4 'W 11 01 Wilt bibb Owner's Phone Number (12 12_ Owner's Mailing Address (if different from above) 31 5 CI MQ n't- 9-d A'Frnr-1 CAA Li 435'3 A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units 20 Total Fixture Units D • 'D Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ U.ylS RCE 1058 (Rev. 1/03) White — King County tO1M98 Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at (206) 684 -1740. City or Sewer District Date of Connection Side Sewer Permit # or Property Contact Phone # ( ) Demolition of pre- existing building? ❑ Yes ❑ No Type of building demolished Sewer disconnect date B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: or Estimated Wastewater Discharge: A B N/A 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) 0.125 0 0.425 King County RCE Department of Natural Resources and Parks Gallons /days RCE DEC 0 7 2007 d ►= il (..;:.:1\A I L, I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/ Representative Print Name of Ovyrjpr/ Representative via r Ivin r(j n Date 12l (17 an Yellow — Local Sewer Agency Pink — Sewer Customer License Information License LAKEVCI072KC Licensee Name LAKEVIEW CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601447862 Ind. Ins. Account Id 86508200 Business Type CORPORATION Address 1 10505 CORPORATE DR, #200 Address 2 City PLEASANT PRAIRIE County OUT OF STATE State WI Zip 53158 Phone 4146574222 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/3/1993 Expiration Date 1/13/2009 Suspend Date Separation Date Parent Company Previous License STATECC I I 3B3 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date SUNDAY, EUGENE R PRES 01/01/1980 MOON, KENT A VP 01/01/1980 SUNDAY, EUGENE R SECRETARY 01/01/1980 MOON, KENT A TREASURER 01/01/1980 Look Up a Contractor, Electrician 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= LAKEVCI072KC 05/07/2008 t 14t6I -ED INSTALLED RSMANC6 RE5F'ONSIE3ILITIES cc M g 1 gas (� 4 W 1 i2 o 1 C T : -ace METAL KHAN L BETWEEN TENANT 4 MALL CONSTRICTION ' I/ TOTAL COINEGTI =D LOAD: ■? ; ALUM MOD. !8' -t0 1/4' x I0' - MOTOR OPERATED OVERHEAD GRILLE WIN PANIC RELEASE VERirr TYPE RECUIFED BY LANDLORD P APPLICABLE STOREFRONT GLASS, BASE, CHARNELS, ETC, (U .EN APF'1X. tT3LE) Sc;Ft.s _ 30 \t (Bushes: 631 _ 6 DELETED FROM PROJECT A OL ' SALES CK S a ON ON STO' IDE GLASS AT DISMAY MOMS B.FPPLIED BY F.C. STOREFRONT BULKHEAD CONSTRUCTION n' PAINT ® :-g • PLEXIGLAS INSERTS Sr MFR. 1{®'101 DRYWALL CEILING,1.UALLS, ENCLOWR ES t REGT7 FRAMNG 1 t - rIr ■EMI MMM al r MIMI ACCESS DOOR(S) To GRILLE MOTOR AND/OR TRANSFORMERS IN 1r r M= MI! MMM r! IN= := C C. CONiCAM SLAB (FIEUl OR PATCH FILL) EMU MI=N ■ 5C. -- I ' - VINYL FLOOR TILE AND BASE fi *' M! 0' M! M �I PANT c NMI m I■1 WNW s M! LAY -I1 CEIL I* Mr at • .. STOCK ROOM . ". x r A6, DUMMY TRIM LEVER HANDLE BACK OF DOOR KICK PLATE I ELECTRICAL WORK (ASSPECIFIED) ; �R :I T y 1 ECHA VCAL I +'"�+rt MOM , ,42 , y IN M! MOM I FUMING WORK w s," t 14micmGAF'FED stoem.a.RE As SPECFED TOILET ROOM FUTURES once) 00 SPRINKLER SYSTEM (SEE SPECS ;Is IA, =MR mf (BOTH SIDES) { FINISH OILED FIRE ECTRaWBI•ER (BEE $PEGS.) i . gt, - ANTIQUE BRONZE MOB NOTEr J +r � FOR ACTUAL R DOOR SWING FIBERGLAS LADDER FOR STOCK ROOM A PORCELAIN TILE AND MARBLE TRANSITITGN STRIP 'y'' 4,,, A;N vER+Fr F APFLICA&.E STOCK ROOM SI-ELVES AND STANDARDS r'` fa Q"ERG„ EXIT, STOCK t TOILET RI UGHt FIXTURES ATI? LAMPS ?SEE Ell 'F EJ WO Iv^�PAIR at bP IF APPLICABLE/ SALES AREA LIGHT FIXTURES AND LAMPS (SEE SGHiwDU -E SHEET E7) .41 ?" Lam ru'rt p ONERSIBE BALES AREA UJ4LL SASE tui' ■ (RAMIE AND /OR LIMESTONE • "A ' . r TO saw CUT ALL. D CORERS CARPET AND ADJACENT TRANSITION TRIP '49 TO COORDINATE NSTALLAnaa TATA 'CTS FLoo;D G• vINYL 1.114LLCOVERNIG ,;;;f, a. !l> OFFICE GI44tRe AND SHOWCASE SEATING 4I' FiLE CABINETS ^do STOREFRONT SIGNIS) 7,',1.7L CQarmxaTED BY r., PazR BY EC. REFER TO MN! E+EET 'F! STOREFRONT BRASS PLAGUE rg NON -ILW 1N1ATED APPLIED LETTER SIGN LOGO(S) , 4 i? 6 Qt;TALLED BY F.C. AT lawrINATED 4 tn&LL UNIT SECURITY SYSTEM I P miilh SEE ELECTRICAL NOTEB SAFE 4 '✓ COORDINATED BY G.C. TELEFs4CM3 , . e ,; OVERHEAD GRILL c �'' 1 OC. a AND ALL ELECTx21GAL G GNEGTICH5 Er EA GC iQ C-0 SE TTIN G [F �7pTS ar Qd7fLLts F><R . CASH REGISTER 1' .V . :, CAORAwarm 131" Oa ULTRASONIC GLEANER STAND : , 1 ' 44h PIP TANK S.IPP'LUED BY TENANT iNTTERIOR MURAL PANEL(S) '. ` = = '!` WOOD DOOR(9) AND DOOR FRAME NOT EXPOSED TO SALES AREA =r GC. TO PROVIDE HAMIATE WOOD ' RtS AND DOOR. FRAME ExPOSED TO SALES AREA I'a 5• (;huh FC. TO Fe'ZOODE HARDWARE FRAME FOR INTERIOR )MIN - t'AL PANEL(B) i,p to O.C. TO PRrrE AADITtQtAL BLOC7JNCi OR FROM !l UMU- IF Ei?CESS TO 9€ QJl .Y N3C.NT PRATE FRAMED ILLUMINATED INTERIOR SIGN WALL LNITS ' M "' 4 INTERIOR DECORATIVE [UAL). PANELS 0 STOREFRCN't WOOD VSEER PA?IELS t SOLID WOO TRH a -` 0 de STORECrRCt1T DISPLAY UJINDC)EU WIT u14114 DOOR £ _ :,. " I E B O.C. e x-cm J . F c T 5Y E C , STOCKROOM CUBBY UNIT FOR SHELVES x dr STOCKROOM POLISHER UNIT I' ,. GOAT RACK •iN w ? ' BULLETIN BOARD /` 61-0.1.CASE AND GATES ( ; ' C. TO FF'AYIDE C. WIN F TI ATE FOR LOGATN EL EGTRf CAL Cati PA41T$ WALL ML=RCHANDISM WITS ,;*.a ELECTRICAL COh47ECGOttS BY EC. REWIRED SERVICE DEWS)/ UJATGH REFPAIR AREA `° ` E.C LE C N! )N POINTS TE FOR LOOM Ms OFFICE DESKS/ G IIwCIG -It1 WIT/ ALCt?vE CABINETS , . G KITH )]ALL MI:PL41 O LOCATE�ZECT D TLETS DISPLAY AND Si4Cur.ASE PADS !IS' ' ` FAERZ FOR PADS SUPPLED DY TENTANT DECOR4TIvE PLANTER M11T ^' VERIFY F AP'FiICA13LE IMPAIR SHOP COUNTERS AND CABINETS : c VERIFY F APPLICABLE REPAIR SHOP DES: AMV C14ATFc4 , v,,, vERFY F APPLICABLE MA1.1. TILE a Fans NOTED OTHE3:ISE NEUTRAL PER sr, IILE53 NOTED OTHER'use DEMISIP i WALL STUDS :I %mess NOTED miasma FEAR ExIT DOOR +.:u3. 't;; a wERFr F AFP41CABLE vERPr F AF'PLICAELE FEAR EXIT AL ARM S/1X ER AMID LOCK TOILET ROAM ACr`.ESBORIES r,:« DOOR SCHEDULE MARK FINISH SIZE 8 DESCRIPTION LOCK (� BRONZE 1 D. 24' -4 3/4" x r•' -0' MOTOR OPERATED OVERHEAD GRILLE WITH PANIC RELEASE '.;I C T : -ace BRONZE 4N00. ALUMINUM 23'- /S" x 10' -0° MOTOR OPERATED OVERHEAD GRILLE WIN PANIC RELEASE TOTAL COINEGTI =D LOAD: 661 1151; CsRGUP: M Seattle, ALUM MOD. !8' -t0 1/4' x I0' - MOTOR OPERATED OVERHEAD GRILLE WIN PANIC RELEASE ,IC:TIC OCCUPANCY LOAD: Sales Area Total Watts: 33200 Sc;Ft.s _ 30 \t (Bushes: 631 _ 6 DELETED FROM PROJECT A OM= Area Use) Stock Rat. TOTAL PEOPLE: MAX. EMPLOYEES )TER SWIFT: ' SALES CK S a ON ON STO' IDE 3`-0° x -8 4 SOLID CORE WOOD DOOR MD FRAME 6' TOTAL, Ortli 2640 t PAINT ® 3' -0" x 6' -8" x 13r4" HOLLOW CCU WOOD DOOR AND FRAME (UNDERCUT 19 • PLEXIGLAS INSERTS Sr MFR. 1{®'101 WALLS WWI r= - rIr ■EMI MMM al r MIMI NINE IN 1r r M= MI! MMM r! IN= := C C. MMM TAME EMU MI=N ■ 5C. -- I ' - MM. allk M! MMM M! M �I STRUCTURAL DETAILS AND NOTES c NMI Min I■1 WNW s M! MMM M! M! Mr RM • .. STOCK ROOM . ". x r A6, DUMMY TRIM LEVER HANDLE BACK OF DOOR KICK PLATE I .rrr �� -. " �t. �R 12 =0. W T M! MOM M!I IN M! MOM I =MI s w --r�r r .r � ir + i M!- _ , �.� = i ? 1:120. 05 p a; I _ WPM =MR mf (BOTH SIDES) { FINISH OILED , - ANTIQUE BRONZE MOB NOTEr J +r � FOR ACTUAL R DOOR SWING PROJECT D !RECTORY TENANT: LANDLORD: ARCHITECTURAL ELECTRICAL BUILDING DEPT. FIP1: ENGINEERING FIRM: Stetting, fro. WsstFletd Corporation Jerc4n Architecture McHenry t Aseoclataa City or Tukwila 315 Ghent, Road 12th Floor 2850 Euclid Avarua 25001 Emery Road Sulldrng Division Akron, OH 44333 I!601 Wilshire Blvd, Clevel and, OW 44115 Warrensville lots, 014 44125 6300 ecuthcenter L'nrd, Lob Angeles, CA 90025 $ufte 100 Tukwila, WA 53188 Tel: (8ID0)- 811 -8882 Tel: (310) 418 -44$6 Ter: (216) -1S1 -0131 Tel: (216) 292 -4696 Tell (206) 43I -367 0 Fax: (330) -66S -5103 Fax: (310) 515 -5991 Fax: (216) - 181 -0134 Fax: (216) 292 -5814 Contact: Randy &Igson Contact: Philip Okada Contact: CITRstina Tayman Contact: BIII Hulsey FOJECT INFORMATION fROJECT DESCRIPTION: Enclosed Mall Retail Store Jewelers 0 605 • BOB Held Southcenter "•• ter Parkway WA 9SI88 -2888 FIELD 8I1RVEYI=D ON: 9/18/01 PROJECT NAMES Kay SPACE : i505 C T : -ace LEASED AREA CALCULATE LEASE OUTLINE: 2315 Sg. Ft. - -- TOTAL COINEGTI =D LOAD: 661 1151; CsRGUP: M Seattle, 318 33 C fl PE II ,IC:TIC OCCUPANCY LOAD: Sales Area Total Watts: 33200 Sc;Ft.s _ 30 \t (Bushes: 631 _ 6 Watts Per ScFL: 14.3 OM= Area Use) Stock Rat. TOTAL PEOPLE: MAX. EMPLOYEES )TER SWIFT: J_IGHTil LOAD: Total Watts: 4 100 304 1 SC1Ft.: = Watts Per SgFts 1..3 TOTAL, Ortli 2640 300 40 5 °III FLOOR ROOM FINIk SCHEDULE Af INII 1 _ .11:1Z:1‘10 LIMESTONE I VINYL COMP TILE ] HSINII 11 'W TILL NI'VIEZNOd MATCH EXISTING_ I ENOi53WI"I 4 I/2" GOLD METALLIC LAMINATE /SOLID SU1 FACET 1.1NIA "P PORCELAIN TILE EXIST. TO REMAIN I 3NOIS3WI"I WOOD VENEER PANELS 5NI 3A001 Wm PAINTED DRYWALL * J.QD$NIbr1 did NIVW3 I O.1. '$51X3 11Vfl ��t d iNI'v'd N1-A.171 WOOD VENEER PANELS EXISTING TO REMAIN I MATCH EXISTING F.R.T. -- ROOM IEZIIIIMI SALE AREA °III FLOOR G.C. -- BASE WALLS CE IL iNG CLG. HT. ■EMI ■alt.■ .' ■ REVISION . '., ■ ;gin: 11 10' - °' II MECHANICAL PLAN AND SPCIFICATiONS AS Ill " 0..■.0 ,w Ill AS 5C. -- "Fr 1 Ate t0' -0" TO 11' -b" MICE `` 1111111111111111 ■NE■ 0 „ ■M■ STRUCTURAL DETAILS AND NOTES c MEMM EXIT 1014" TO 11` - TOILET ROOM .... ` 1111111 WORM RM ' - 3 ` STOCK ROOM . ". x I,_ . , . , � — — ■lllllIIUllull•iIIllll• .rrr �� -. " �t. �R 12 =0. W T INDEX TO DRAWINGS YM OL KEY 4EvI4T IONS aPk SUPPLIED BY FIXTURE CONTRACTOR AFF. -- ABOVE FINISH FLOOR 0 .'a -- TO DOOR -' • 1 - THiS SWEET. CLG. -- CEILING 424 REFER TO DEMOLITION NOTES APPLiCABLE) EC. -- ELECTRICAL CONTRACTOR LETTER (WHEN Nt11BER REFER TO NOTE LEGE4D- 81 -IEET AS F.C. -- FIXTURE CONTRACTOR �/ 0 REFER TO SIGN SCHEDULE SHEET SI F.R.T. -- FIRE FIRE RETARDANT TRIrAT>rD ,,, 0 REFER TO DECCRATII�Ya SCHEDULE SET AS G.C. -- G'alER54l. CONTRACTOR � cD J REFER TO WALL TYPE aaCI4EDULE $ ET Al MGT. -- HEIGHT ELECTRICAL SPECIFICATIONS REVISION LL -- LANDLORD FIXTURE INSTALLATION - ELECTRICAL DETAILS Al N.I.C. -- NOT IN CONTRACT MECHANICAL PLAN AND SPCIFICATiONS AS N-T.5 -- NOT TO SCALE PLUMBING FLANS AND NOTES AS 5C. -- SIGN CONTRACTOR INDEX TO DRAWINGS SHT. DESCRIPTION SW. DESCRIPTION Al RESPONSIBILITIES - TITLE SI-EET 412 HOLOGRAM SECTIONS A2 ARCHITECTURAL PLAN Alta 14OLOGRAM CABiNBNT DETAILS 424 STOREFRCNT ELEVATIONS 1iPR -2 DELETED I 3 A3 ENLARGED STOREFRONT PLAN 51 -2 SIGN DRAWINGS A3a STOREFRONT JSECT1ONS El ELECTRICAL FLOOR FLAN! AND LEGEND A4 STMT DETAILS AND SECTIONS E2 E3 ELECTRICAL REFL. CLG. PLAN 4 FIXTURE SCHEDULE A5 FIxrl; RLMI ELECTRICAL PANELS 4 RISER DIAGRAM Asa INTERIOR ELEVATIONS E4 ELECTRICAL SPECIFICATIONS A6 FLOOR FINISH PLAN 4 DETAILS FEI FIXTURE INSTALLATION - ELECTRICAL DETAILS Al REFLECTED CEILING PLAN t DETAILS MI MECHANICAL PLAN AND SPCIFICATiONS AS INTERIOR CONSTRUCTION DETAILS M2 PLUMBING FLANS AND NOTES AS ARCHITECTURAL SPECIFICATIONS CM C{)Z+ISTRUCTION MSTALLATIONL DETAILS -- MECHANICAL Ate OFFICE COUNTER DETAIL CI CONSTRUCTIONUINSTALLATION DETAILS -- GENERAL All TIME PIECE WALL DETAILS SDI-4 STRUCTURAL DETAILS AND NOTES EXIT EGRESS PLAN A THIS PROJECT WAS DESIGNED TO CONFORM TO THE CODES LISTED BELOW. ALL WOW PERPORIED AS ANY PORTION OF THiS PROJECT SHALL COMPLY WITH THE CODES AS LISTED DIVISION BUILDING MECHANICAL ELECTRICAL PLUMBING ACCESSIBILITY ENERGY FIRE CODE /ANALYSIS CODE USED INTERNATIONAL BUILDING CODE WiN WAS)- IINGTON STATE AMENDMENTS INTERNATIONAL MECHANICAL CODE WITH UJASI- IINGTON STATE AMENDMENTS NATIONAL ELECTRICAL CODE UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS ANSI A- 111.1D15'451-ED ACCESS GUIDELINES WASHINGTON NON- RESIDENTIAL ENERGY CODE INTERNATIONAL FIRE CODE WIN WASHINGTON STATE AMENDMENTS 2006 2006 2005 2006 2006 2006 2006 LONG LEAD TIM. ITEMS: THE FOLLOWING ITEMS ARE CONSIDERED TO HAVE LONG LEAD TIMES. IT 1S THE G.C:'5 RESPONSIBILITY TO ENSURE THAT ENOUGH TIME iS ALLOTTED BETWEEN THE DATE THESE ITEMS ARE ORDERED AND THE DATE THESE ITEMS ARE REQUIRED ON SiTE, SO NAT NO CONSTRUCTION DELAYS WILL BE INCURRED. 1. HVAC EQUIPMENT (SEE SPECIFICATIONS ON SHEET #M1) 2 •EDITION FLAME SPREAD RATINGS FOR INTERIOR FINISHES (ALL INTERIOR FINISHES SHALL COMPLY WITH CHAPTERS OF THE 18C1: CARPET VINYL TILE PAINT CHAIR FABRIC LAMINATES WALLCOYERING DECORATIVE WOOD PANELS DEFERRED SUBMITTALS: CLASS A CLASS A CLASS A CLASS A CLASS 5 CLASS A CLASS C FIRE SPRINKLER MODIFICATION /ADDITION FIRE ALARM PLANS - FiRE ALARM SUBMITTAL SHALL COMPLY WiTN TI-IE CITY FIRE DEPARTMENT POLICIES AND NFPA - 12 ENE4L NOTES 1. G.G. SHALL BECOME ACOJAiNTED WITH LANDLORD CONSTRUCTION CRITERIA AND REQUIREMENTS PRIOR TO BIDDING ON PFZOJECT 2 ALL MATERIALS AND WORK BY GENERAL CONTRACTOR (G.C.) UNLESS INDICATED OTHERWISE. GC. SHALL VERIFY WITH MALL MANAGEMENT ANY ITEMS SUPPLIED MD ALL WORK TO BE PERFOR 1ED BY LANDLORD, DURING SiTE VISIT, AND VERIFY DIMENSIONS AND CONDITIONS AT SITE BEFORE BIDDING. REPORT ANY vARIANCES TO TENANT. CHANGES REQUIRE PRIOR APPROVAL, DO NOT SCALE DRAWINGS. 1 GC. IS RESPONSIBLE FOR THE STORAGE AND HANDLINGS FOR ALL TENANT SUPPLIED ITEMS AND MATERIALS. 4. WORK $1 - 1ALL FULLY COMPLY WIN GOY RN11 a CODES, ORDWNCES, RESTRICTIONS AND NATIONAL ELECTRICAL CODE. TAKE ALL NECESSARY SAFETY MEASURES AND COMPLY WITH LOCAL BUILDING DEPARTMENT MD LANDLORD REQUIREMENTS FOR PUBLIC PROTECTION. (BARRICADES. SIGNS, DUST BARRIERS ETC.) G.C. TO SECURE ALL PERMITS AND PAY ALL FEES, 6. ac. TO MAINTAIN TELEPHONE ON SITE DORM CONSTRUCTION PERIOD. �. PROVIDE SUPPLEMENTARY SUPPORT AND /OR FRAMINKS REQUIRED TO MANG METAL 6T1JDe FROM LANDLORD'S STRUCTURE ABOVE. S. WORK BY FIXTURE CONTRACTOR (F.C.) IS NOT INCLUDED IN G.C. BID. EMOLFTION NOTES 1. G. TO PERFORM ALL NECESSARY DEMOLITION! WORK TO ACCOMMODATE NEW DESIGN. 2. G.C. SHALL VISIT THE SITE TO DETERMINE THE EXACT SCOPE OF WORK MD CONDITIONS. 3. NO EXTRAS SHALL BE HONORED FOR ITEMS U,WiCH ARE NOT ACCO(,NTED FOR DUE TO LACK OF FIELD VISIT. 4. EXISTING MATERIALS AND AREAS TO REMAIN MUST eE PROTECTED. ALL AREAS To BE DEMOLISHED MAST BE SURROUNDED, FLOOR TO CEILING, WITH A 'TEMPORARY DRYWALL PARTITION TO AVOID DUST AND KEEP ALL DEBRIS FROM PUBLIC VIEW. 5. G.C, SHALL GIVE 2414OURS NOTICE TO MALL PERSCN1NE1. iF WORK IS CONTEMPLATED FOR TIME OTHER THAN NORMAL MALL HOURS. 6. ALL DEMOLITION WORK TO BE INCLUDED IN BID PRICE. ot mob KEY PLAN no "t4 , T • I+ ALL OIL * AT PLUMBING Ft REs ONLY. TO ARP. AT SERVICE SINK Westfied Southcenter scale SHADED AREA INDICATES EXPANSION AREA TAiNS. TO 4a. REVISIONS No ch shall be made to the scope of work without prior approval of Tukwila Building Division. Nf d ma include�add additional plan re l view fees al and may _ j JEWELERS WA (Kay Division) FILE COPY Permit No. Plar review approval Is subject to errors and omissions. Approval of construction documents toes not author a e violation of code Oro ordinance. �. T BY 7°.-‘a- ‘)/ TR4VEL DISTANCE' 260 Dater m dr 2 2- d City of Tukwila BUILDING DIVISION PUBLIC TOILET FACILITIES PROVIDED BY LANDLORD ADJACENT TENANT- I" ETROPARK KAY JEWELERS -LEVEL I, SPACE 1505 MALL COMMON SPACE MALI. ELEVATOR PROJECT IS LOCATED IS AN EXISTING ENCLOSED MALL. ARCI-I1TECTURAL SiTE PLAN WAS PREVIOUSLY PROVIDED 5Y LANDLORD AND PERMITTED AND IS THEREFORE NOT INCLUDED WITH THESE DRAWINGS REVISION NO._,1 b0" 4 NOTE: G.C. TO BE ACQUAINTED WiTN LANDLORD'S CONSTRUCTION CRITERIA AND REQUIREMENTS PRiOR TO 15IPPING THE PROJECT. NO EXTRAS WiLL BE ALLOWED DUE TO LACK OF FAMILIARITY WITH REQUIREMENTS OR SITE CONDITIONS. Project Design 4 Drawings © 2005 Jenceri Ardiitecture Original Prototype Design © 2005 Jencen Architecture ,- ECEIVEP MAY -8 2008 e'ERMIT CENTER JEMCIEM ARCHTECTURE RETA L DESIGN 2850 NUB REM EVE. u�Or1064115 Pik® CII 21628�it©1 RIM 293.781.01S4 333 REGIS1�E:.. AR1,HI1 EC r S JERK If ll tit}TIMI8E ?G TATE 01= . SHI�>1GT01V 1 03 4.0 a) ea 0) 0 ILI 0=C It 0 25 n FD >= '2° 0 715 4C„,IL CO 4- f eD 5219 fir. i „r 'nif ATE GF FALEVOSOOROS LY 0 to to m 1. 1 I i j Co CO p1ITIImrB w5xam ertfdcT COVER 611 PROJECT IINFOR ATI E REVIeED PER REvISEID PER WALL TYPE SCHEDULE TYPE SYMBOL DESCRIPTION 5/8" TYPE 'X' GYP. BD. ON BOTH SIDES OF 3 50 METAL STUDS (STUDS BY G.C.) WALL TO TERMINATE AT V-0" AFF. , A 11 11 5/8" TYPE 'X' GYP. BD. ON ONE OR BOTH SIDES OF 3 5 /8" METAL 6TUDS ($W& BY G.C.) G C. TO CONTINUE GYP, BD. TO G" ABOVE HIGHEST ADJACENT CEILING. -- REF. DETAIL 5 /CI (23 5/8" TYPE 'X' GYP. BD. ON ONE OR BOTH SIDES OF 3 5 /8" METAL STUDS (STUDS BY GC.) G.C. TO CONTINUE GYP. BD. TO BOTTOM OF CEILING. REF. DETAIL 5 /CI . 1=1 I HOUR RATED DRYWALL PARTITION (UL. ° 465): VERIFY 5/8" TYPE 'X' GYP. IBD. ON BOTH SIDES OF METAL STUD DEMISING WALL (STUDS BY LANDLORD AND ADJACENT SPACE DRYWALL BY OTHERS). G.C. TO PATCH, REPLACE OR EXTEND STUDS AND PRYWALL AS REQUIRED FROM FLOOR TO DECK ABOVE TO ACHIEVE I HOUR RATING. REF. DETAIL 4 /CI ( D ) NOTE: G.C. IS TO LAY OUT PARTITIONS, STOREFRONT AND CASES AS SHONE ON THEIR RESPECTIVE DRAWINGS AND VERIFY DIMENSIONS PRIOR TO STARTING WORK OR ORDERING ANY COMPONENTS. T-2 1/6 4 1 - P-I 5i8' '1' -6 1/8' 3/4 'i/8' 4 4' -5 5 /8' office 1 -5 U 5' -5' MURAL WE t "AS - 1' -0" 'LEO' MURAL sEE .A5 "AS 6' -0' SY F.C. SEE *AS 4 IIAS ..10 MlR4L- SEE SWEETS "AS 4 AS I' - 1 /4' 2' -1 V4' 13'18 U2' TIME PIECES LUAU- - SEE WT. 'A ll 3 TO 48' AF OILEI I' SEE SAFE DETAIL I/C1 1 -0 1/2' AT HOLOGRAM toilet room li' -IJ fli STOERONT FRA 'ING no scale 1ST -5' AT &s1LLE "3 WEB BRACING OF TYPE 3 -5 /S" x TWA METAL STUDS BOXED LINTEL SEE STRUCTURAL DRAWINGS JAMB COLUMN SEE STRJCTURAL DRAWINGS TOILET ROOM IS DESIGNED TO COMPLY WITH ADA. R JIREMENTS - REFER TO SRfiEET 'M2 FOR ENLARGED PLAN, SUPPLY AND tUA5TE DIAGRAMS. G. TO PROVIDE FRP ON ALL TOILET ROOM WALLS TO 48" AFF. G.G. TO PROVIDE SOUND ATTENUATING BATTING IN TOILET R0d WALLS WERE WALL IS ADJACENT TO SALES AREA (VERIFY U7HER E APPLICABLE) MEW II 2' -(A' 2' -16° 0 Q NOTE: ANY /ALL WELDING AT NEW STOREFRONT, INCLUDING GRILLES, SHALL SE DONE 57 A CERTIFIED WELDER IN ACCORDANCE WIN TAWS` SPECIFICATIONS. 24'-5' FINISH OPENING 30' -0' ARCHITECTURAL FLOOR PLAN 1/4 9 '9' -0° 19' -"I 3/6' LEASE LINE 1 1 -3 r LEASE LINE SEE NOTE • I THIS SI-EET sales area TYP. ON WALLS WI.EER E FIXTURE /1-;\. PANELS DO NOT OCCUR GRILLE BOTTOM BAR LOCK (TYP. OF 3) 6'-6 G.C. TO LEAVE US" GAP 12 I BETWEEN GLASS AND WALL 36' -10 NOTE: DIMENSIONS ON THIS PLAN ARE FROM FINISHED FACE OF DRYWALL TO FINISHED FACE OF DR1'UJALL UNLESS NOTED OTHERWISE 23' -I NW OPENII+ LEASE LINE oI LEASE LINE iI � 2' -I 3/EP L.#.. v-0 5/$' LL ENLARGED STOIaEFFRCNT PLAN I G.G. TO VERIFY THAT ALL DEMISING WALLS WAVE BATH STUDS AND DRYWALL TO UNDERSIDE CF DECK ABOVE. IF NOT, &C. SHALL INCLUDE THE COST OF EXTENDING THE STUDS AND/OR DRYWALL. To THE LANDLORD'S DECK WITHIN THE BID -- WALL SHALL HAVE A MIN.1 HR. FIRE RATING 2 G.C. SHALL VISIT SITE TO VERIFY ALL CONDITIONS MD MEET WITH LANDLORD TO DETEIa1INE EXTENT CF LL. WOE C AND /OR WORK THAT LL. IS ASKING G,C. TO PERFORM AT TENANT EXPENSE. ADD TO BID PRICE. NO EXTRAS SHALL BE I -ICNOR D FOR ITEMS NOT .ACCOUNTED FOR DUE TO LACK OF FIELD VISIT. ALL D jTION WORK TO ACCOMMODATE NEW CONSTRUCTION MST SE INCLUDED IN BID PRICE. 3 G.C. SHALL MAINTAIN PAR EGRESS AT ALL TIMES M./RING STORE CCNSTRJCTION 4 THE FIRE Ba4AviOR CHARACTERISTICS OF ALL INTERIOR WALL, FLOOR MD CERILNG FINIS 3 SHALL BE FURNISHED BY THE TENANT TO THE G.C. AND MAINTAINED AT THE JOE3ITE. 5 ALL WOOD 19LOCKINC (WFRQ4 APPLICABLE) EMPLOYED IN CONJUNCTION WITH STOREFRONT WORK SHALL BE KILN - DRIED, MILL QUALITY FNMA MD SHALL RECEIVE A FIRE RETARDANT TREATMENT D01---LILM Project Deafen I Drawings © 2001 Arnow Archltac7.. Original Prototype Design © 2006 Jencen Architecture RECEWEF MAY -8 2008 PERMIT CENTL NOTE: REFER TO SHEET °AS FOR TYPICAL INTERIOR FIXTURE WALL DETAILS. NOTE. G.C. TO POST SIGN ABOVE CR ADJACENT TO ENTRANCE STATING: "THIS DOOR TO REMAIN UNLOCKED AND OPEN DURING BUSINESS HOU S' (TYR) G.C. TO PROVIDE PORTABLE FIRE EXTINGUtSH°-R(S) OF THE FE CORRR:CT CAPACITY AND RATING AS RECUIRED BY *PA 'kV. FIRE EXTINGUISHERS SHALL PEAR CURRENT STATE FIRE MARSHALL SERVICE TAG, SHALL BE MOUNTED IN A VISIBLE LOCATION UfWIN A '15` WALKING DISTANCE FRCM ANY POINT IN SPACE, AND SHALL HAVE AT LEAST A 1A -106C' RATING. G.C. SHALL VERIFY WITH LOCAL AUTHORITY H4vI JURISDICTION NUMSER AND LOCATION OF EXTINGUISHERS REQUIRED AND SHALL SUPPLY SAME AS DIRECTED BY LOCAL FIRE MARSHALL OR CODE. E TINCLJIS ER5 SHALL BE JL. NDIJSTRIES MODEL 'COSMIC 5E 5LR3. CAPACITY MULTI - PURPOSE CHEMICAL EXTINGIJISI -IER WITH WALL BRACKET(5) MODEL 4115-818 OR APPROVED EQUAL. NOTE: G.C. TO SUPPLY AN S` -O” HIGH COMMERCIAL GRADE FIPERGLAS .LADDER ON WALL BRACKET N STOCK ROOM. CONFIRM MOUNTING LOCATION WIN 'STERLING' REPRESENTATIVE. �R1 5219 2 9 • ch rk_J AR C1E-1111TE©TURE E E ThOD DEMON 2850 EUCLID ME A 11 MOM I $ I6 781,01131 tFA li I ` ®78140184 REGIS; ARCHI IERIM : M. fl 111ENR a STATE OF WASHINGTON 11= I- co S "0 �= Q 0 co 91 ,.c 43) 114,0, 4.; mono c 0 ...1. LY3 ( 0) 2 ffi3 0 47 ot) IERC t F� RMEA17w!;u STATE OF I/iS 1GT'W I V REVDSOONS rtazactaraaspetva lam ARM. FLOOR RN LANDLORD'S CCNSTRiJcTICN ABOVE (NOT IN CONTRACT -- QD NOT DISTURB) TANNIN TYR AT LANDLORD 32 cc VS II MMENEEN TYP. ACROSS STOREFRONT TYR ACROSS STOREFh NT BEHIND WINDOW LEASE LINE 0J4. GRILLE CLOSURE LINE STOREFRONT SOMET IC 1/4'="V-0' G.C. NOT THIS ISOMETRIC PERSPECTIVE 15 NOT FOR NE C.C. TO USE FOR CONSTRUCTION, SCALING OR FINIS! -4 MATERIAL INFORMATION. THE SOLE PURPOSE OF THIS DRAWING I5 TO FACILITATE THE UNDERSTANDING OF STOREFRONT PLANES, SETBACKS AND VOLUMES. LANDLORD'S CCNSTRUCTICN ABOVE (NOT IN CONTRACT -- DO NOT DISTURB) t 11 LANDLORD FINISH TYP. AT ALL OUTSIDE CORNERS TYP. ACROSS STOP PANEL 2' -1 WV TYP. AT LANDLORD CONSTRUCTION 0/ J 12'-2 1/2 PANEL 11 A r i ll I E ° 2;;EC4Yt 'Et Va 111215 GLASS MD WALL 41, A 411 ID WOLCORAM BEYCND 0 0 TYP. AT ALL OUTSIDE CORNERS O { tri TYP. ACROSS STOREFRONT STOREFRONT ELEVATIONS 1/4•- ON STOREFR NT FASCIA AND RETURNS (TM 1? COVERED BY MALL WALKWAY 411011NwAmil . A AMMENNIMERIMMINIE 121"4""29.111111111111 em 0 1 o � /Aril TYP, AT LANDLORD CCNSTRiK TION TYP. AT ALL OUTSIDE CORNERS TYR ACROSS STOREFRONT NT LANDLORD FINISH t1I 'M �I i NOT ALL REVEALS To BE PAINTED BY G.C, WITH SHERIJIN WILLIAMS t'6368, BAKELITE GOLD, FLAT LEASE LINE OH. GRILLE CLOSURE LINE R evieWes fog CODE. COMPLIANCE. APPROVED \ 0(' (1 7.0 OiVoilia ORD FINISH E MAY - 8 2008 PERMIT CENTER D Pro,Ject Design I Drawings ® 2001 Jenc+sn ArchItecture GrIgInal Frototpe Deblgn Q 2006 Jensen Architecture JEHCIEM ARCII OTEC PRE RETAIL DESOON 2850 ECM MEM CURL' a I 4415 RFOONE8 2'18381.0131 LFAX& 218.181.0134 r REGtJ rLt,• A RCH11EC r JERCt3E Ef, RRF'dEfMEN STATE OF WASHIPJGTQN cu r co i9)0 Lo C') BM 0 :3 5 o 400 . 41 % RFC/S. Ti:RFD ARC? c .um! p.. li � q1 � q WI YY �,ri {'!% t E vg u© r SWUM ELEVATIONS U) w U 0 z w U z w ce 2 U 23' 13/8 MI 23' -13/8" FINISH OPITLIH 9' -ID 3/4' CONTINUE INTO STORE AS SHCVrN THROUGH SIGN 24' II -1/2 4 TO 4 OF SUPPORT CO1 UM% 24' -4 3/4' O.N. GRILLE (GUIDE TO CODE) EMERGENCY GRILLE RELEASE MD. FLUSH IN COLUMN AT 48' AFF. TO BOTTOM GRILLE ICE'' SWITCHE6 MT'D. FLUSH IN COLUMN ON MALL AND SALES AREA SIDE AT I-EIGHT INDICATED (TYP. CF 3 MOTOR OPERATED GRILLES) TIP ACROSS STOLT 4 7/8' 24' -5" FLW48L-L OSaHIN.rs . AT ALL OUTSIDE RS (SEE 9/AS SO' AND I35' DETAILS) G.C. TO LEAVE I/8" GAP DE MER GLASS AND WALL I/2' 4 TO 4 a: SUPPORT COi.UK4S \ —LEASE LINE 23'-1 10 TO 4 CP SUPPORT COLUMNS ' 23' -I 118° 0.14. GRILLE (GUIDE TO GUIDE) VS' V - 2VS' SEE NOTE °I SHEET + A2 TYP. ACROSS STET STONE FINISH JOINT MAX QUIRK ITER DETAIL no scale STONE FINISH NOTES I. G.C. TO COORDINATE THE INSTALLATION OF TI-E OVER! -IEAD GRILLES WITH THE GRILLE INSTALLER. 2. OVER-1EAD GRILLES SI -TALL REMAIN FULLY OPEN DURING OCCUPANCY AND ALL EGRESS DOORS MUST BE READILY OPENABLE FR(t1 THE INSIDE WITHOUT USE OF A KEY OR SPECIAL KNOWLEDGE. 3, GRILLE MANUFACTURER TO PROVIDE EMERGENCY GRILLE PLEASE IN EVENT OF POtLER FAILURE WHEN NO MANUAL GRILLES ARE ACCESSIBLE. 4. G.C. TO ASSURE PROPER FIRE RATING CF ALL COLUMNS AND WALLS. S. ALL EXPOSED COF NEft OF STONE FINISHES TO BE QUIRK MITERED. SEE DETAIL THIS SHEET. ENLARGED STOREFRONT PLAN 1/2'=1P-0' 1 ` N NOTE: DIMENSIONS ON THIS PLAN ARE FINISH 1 IMENBIONS UNLESS NOTED OTHERWISE • NOTE: ALL NONSTRUCTURAL VERTICAL AND HORIZONTAL STOREFRONT AND SOFFIT METAL FRAMING TO 5E MINIMUM 35S5T20 WIN COMPANION RUNNERS OF 358CR20 1b "O.C. MANUFACTURED 51 'UNIMAST' OR EQUAL NOTE: FACE OF STUD OR TRUSS SUPPORT FOR SIGNAGE 61-IALL 5E 5" !SACK FROM FACE OF WOOD PANELS ADJACENT TO SIGN b' 2' -f ' THROUGH slat OPENIN SEE NOTE I SHEET "A2 ROUGI -1 SIGN cI b5 2s -4 I/2" 3/4 I' -3 W4' I i 1—$ LEASE LINE EMERGENCY GRILLE RELEASE MTV. FLUSI4 IN COLUMN AT 48" AFF, TO BOTTOM 0q-d-1 Project Design 4 DrealIngs © 2005 Jensen Architecture Original F'rotat se Design Q 2005 Jencsn Architecture TYP. AT ALL OUTSIDE CORNERS (SEE WAS FOR 90' AND I35' CORER DETAILS) RECENT MAY -82008 PERMIT CENTF S QR ©llTECTLRE RETAIL DEMON 2860 ilia AVENUE COMA N oNIo 6416 PH 1C g 21634 1.08031 5219 0 e� 0 A JETZWE RiallEriBERR SPATE OF .,YASfl1NGTON co : a) as 0 cL w= in CO 0 715 e 0 0 REGISTERED SJ 1 IE7E7 aq „� •, ... • ELARGIED STOREFRONT PLAN SEMM A TAILS NOTE$ I. G.G. TO COORDINATE THE INSTALLATION OF THE OVERHEAD GRILLES WITH THE GRILLE INSTALLER 2. OVEWEAD GRILLES SHALL REMAIN FULLY OPEN DURING OCCUPANCY AND ALL EGRESS DOORS MUST BE READILY OPENABLE FROM THE INSIDE WITHOUT USE CF A KEY OR SPECIAL KNOWLEDGE. 3. GRILLE MANUFACTURER TO PROVIDE EMERGENCY GRILLE RELEASE IN EVENT OF POWER FAILURE WHEN NO MANUAL GRILLES ARE ACCESSIBLE. 4. G.C. TO ASSURE PROPER FIRE RATING OF ALL COLUMNS AND WALLS. 5. ALL EXPOSED CORNERS OF STONE FINISHES TO BE atJIRK MITERED. SEE DETAIL A/A3. NOTE: ALL NONSTRUCTURAL VERTICAL AND HORIZONTAL STOREFRONT AND SOFFIT METAL FRAMING TO BE MINIMUM 3626162-43 WITI -1 COMPANION RUNNERS OF 362TI25-43 16 "O.C. MANUFACTURED BY PER SSMA UNLESS OTHERWISE NOTED ON STRUCTRAL DRAWINGS NOTE: FACE OF STUD OR TRUSS SUPPORT FOR SIGNAGE SHALL BE S" SACK FROM FACE OF UK?OD PANELS ADJACENT TO SIGN NOTE: DIMENSIONS ON THIS PLAN ARE FINISH DIMENSIONS UNLESS NOTED OTHERWISE VERTICAL AND LATERAL BRACING TO STRICTURE ABOVE -- SEE STRUCTURAL DRAWINGS MALL DUCTWORK RUNS ABOVE STOREFRONT. FIELD vERJFY EXACT LOCATION. GRILLE MOTOR- REFER TO NT. "E2 FOR EXACT LOC,4TIGNS 0 2 0 E -5 3/4' LANDLORD'S BULKI-EAD/CEILINCx ABOVE -- FOR REFERENCE ONLY -- DO NOT BUILD OR DIMENSION FROM BULHEAD /CEILING VERTICAL AND LATERAL BRACING TO STRUCTURE ABOVE -- SEE STRUc URAL DRAWINGS GRILLE MOTOR- REFER t o 3HT. +'E2 FOR EXACT LOCATIONS 0 614 5 3/ 9 -3 V4" 5, 3/1 .1 I' -m. SECTION 1/2 ° =1'-0° 5 3/ ■II -31/4" SECTION 1/2' GC. TO PROVIDE I HR FIRE RATED DRt'WAL L CLOSURE TO DECK ABOVE IF NOT EXISTIN IF NOT PROVIDED, GC. TO BILL TO MATCH EXISTING MALL BETWEEN MALL BULKHEAD AND STOREFRONT, COORDINATE WITH MALL REPRESENTATIVE. LANDLORD'S BULKHEAD/CEILING ABOVE -- FOR REFERENCE ONLY -- DO NOT BUILD OR DIMENSION FROM BULKHEAD /CEILING C 13 TYPICAL ACROSS 61- STOREFRONT LEASE LINE G.C. TO PROVIDE 1148. FIRE RATED DRYWALL CLOSURE TO DECK ABOVE IF NOT EXISTING r_ 0 " 0 VERTICAL AND LATERAL BRACING TO STRUCTURE ABOVE -- SEE STRUCTURAL DRAWINGS GRILLE MOTOR - REFER TO BHT. +E2 FOR EXACT LOCATIONS tim OliqL/5 FI VERTICAL AND LATERAL BRACIIS'a TO STRICTURE ABOVE -- SEE STRUCTURAL. DRAWMMS GRILLE MOTOR- REFER TO SRI. S2 FOR EXACT LOCATIONS 2 -2" 1 03 I 00 VARIED- SEE Al 3/ 1 -3 I/4" V 0 1 1' -5 3/4" 1 1 -S " F G.C. TO PROVIDE I HR FIRE RATED DRYWALL CLOSURE TO DECK ABOVE IF NOT EXISTING f-- LANDLORD'S BULK4EAD /CEILING ABOVE -- FOR REFERENCE ONLY -- DD NOT BUILD OR DIMENSION FROM BULKHEAD /CEILING 2 42 00 I+ ----- - LEASE LINE SECTION 9/2 " =1' -0" I © SECTION 1/2 ° =1' -0' TYPICAL ACROSS STOREFRONT w G.C. TO PROVIDE I HR, FIRE RATED DRYWALL. CLOSURE TO DECK ABOVE IF NOT EXISTING IF NOT PROVIDED, GC. TO !MILL TO MATCH EXISTING MALL CEILING BETWEEN MALL BULKHEAD AND STOREFRONT. COORDINATE WIN MALL REPRESENTATIVE. LANDLORDS BULHHiAD /CEILING ABOVE -- FOR REFERENCE ONLY -- DO NOT BUILD OR DIMENSION FROM BULKHEAD /CEILING ProJect Design 4 Dra&ninga © 2005 Jencen Architecture Original Protatpe Design CI 2005 Jencen Architecture JEKICEEKI ARCHITECTURE R INETAL DESO uV EW ©NlSB 218,761.01 31, Foxe 21638101134 co I. colLi '- ma CD ca CO � LO au O � 6 a) 112 V - CT) 7a 5219 m„ REGISTERED ARCHITECT JEfiI:IME M. RoTHEttpERG FE OF NASHINGTO d CMOSOO[IS R €:CLIV :0 CI i OF B 2 2108 ['El: rye ror.r:.•eATZ.•1eie, STOREFRONT SECTIONS NOTE: DETAILS SHOWN ON TI-4I5 SKEET ARE INTENDED FOR REFERENCE ONLY IN DETERMINING GENERAL STRUCTURE AND CONSTRUCTION OF WINDOW UNIT. ACTUAL CONDITIONS MAY VARY. COORDINATE WITH SKEET 4 tA3 FOR CONFIGURATION OF LAYOUT AND DIMENSIONS FOR CONSTRUCTION. NOTE: G.C. TO INSTALL DISPLAY WINDOW UNIT PRIOR TO INSTALLING ANY ADJACENT TRIMS OR WALL PANELS STOP FABRIC PAD AT BOTTOM OF (5) I" Q. VENTILATION 1- 101-ES (TYP. AT EACH SIDE) "I" X I0" ACCESS PANEL BELOW FABRIC PAD TO J -BOX AND OUTLET 3/8" TYPE 'X' DRYWALL ON 3 3/8" METAL STUDS (CONSTRUCTION BY GEC.) FLEX DUCT ROUTED TI-IR I CEILING AND DOtLN TO A/C DIFFUSER CONNECTED BY G.C. AT 4" DIA. PRECUT HOLE CENTERED IN TOP PAINTED 1/4" X 1 /8" REVEAL AT 1/2" DOWN FROM TOP CP PANEL PAINTED DRYWALL CEILING AT 1m' -0" AFF. 3/4" MDF. ACCESS DOOR WITH MAGNETIC CATCH 3/4" X 3/4" 'STYLMARC' 'iI0034 CONTINUOUS ANGLE AS DOOR STOP. FABRIC WRAPPED PAD MOUNT FIXED TOP PANEL TIGHT TO CEILING AFTER DISPLAY WINDOW UNIT IS IN PLACE - ALIGN WITH ADJACENT WALL TRIM 3/4" MDF. ACCESS DOOR PANEL WITH WOOD VENEER FINISH FACE AND EDGES, HUNG ON PIANO HINGE, WITH MAGNETIC CATCH DETAIL 2' -E 3/4" X 3' -I0 3/8' X 11t2" TH. PANEL DOOR WITH WOOD VENEER FINISH AND CONTINUOUS PIANO HINGE AND 'BEST' LOCK - VERIFY DOOR SWING ON FLOOR P1,.AN 1" X WS" 'STYLMARC' '110166 CONT. FLAT BAR AS DOOR STOP 3/4'x1 1/1" SOLID WOOD TRIM STAINED TO MATCH WOOD VENEER DETAIL 3 " -1' -0° 'BEST' CABINET LOCK WITH SATIN BRASS FINISH LOCATED OPPOSITE HINGE FCC. TO PROVIDE ACCESS AT SIDE OF RECESS FOR E.C. TO INSTALL DUPLEX OUTLET WITHIN PEDESTAL - PO.U1=R FULLED FROM J -BOX IN DRYWALL PILASTER AT 3' -2" AFF. BY EC. 3/4" MDF, PANELS 3/4" SOLID WOOD TRIM WITH 1$ 1/4" X WS" REVEAL PAINTED INSTALL AFTER UNIT \1J IS IN PLACE - QUIRK MITER ALL CORNERS I I2 ".1(X141 h 3/4' g 1' -0' N WINDOW SECTION 1 1/2"=T—O" en LANDLORD CONSTRUCTION ABOVE 3/4" BLACK FINISH METAL CHANNEL 3/4' SOLID WOOD TRIM WITH I 1/4" X VS" REVEAL PAINTED 3/4" SOLID WOOD TRIM WITH IS V RE 4" X I /S" VEAL PAINJTED t0' - AF. FRAME TO BE 1/2" TH. OVER 1/4" MDF - PROVIDE 1/4" FILLER W1-ERE VERTICAL EDGE 15 EXPOSED AT GLASS (TYP.) F.C. TO PRECUT HOLES FOR ELECT. AND MECH. CONNECTIONS G.C. TO WIRE DO.LNLIGHTS AND TRACK FIXTURES THRU CONDUIT TO J -BOX IN CEILING ABOVE 19 SAO" SAFETY LAM. GLASS (TYP) IR6" RADIUS EDGE DETAIL 3 ° °1' -O' I/2" TH. WITH I/16" RADIUS EDGE FRAME TO 13E In' TI4, OVER 1/4" MDF - PROVIDE 1/4' FILLER WI-ERE VERTICAL EDGE 15 EXPOSED AT GLASS (TYP.) INSTALL AFTER UNIT \2_/ 15 IN PLACE - QUIRK MITER ALL CORNERS NOTE: ENTIRE 10' -0" HIGH UNIT TO EE PREFABRICATED BY THE FIXTURE CONTRACTOR AND INSTALLED WITHIN G.C. DRYWALL OPENING 3/4" MDF. PANELS INSTALLED AFTER DISPLAY WINDOW IS IN PLACE ROUTE 3/8" DEEP RECESS IN BACK OF SOLID SURFACE TO RECEIVE II' x I' -10" X 1/4" MASONITE PANEL PAINTED - PROVIDE CUT -OUT LOGO IN 1 /8" TH. REMAINING FACE 1'x2' 'STYLMARK' HEADER '110360 WITH FINISH '128.. Mb" SAFETY LAM. GLASS NOTE: ALL 'STYLMARK' TRIMS TO HAVE BUFFED SATIN BROWN FINISH 126. 9/16" SAFETY LAM. GLASS 1" X I" 'STYLMARK' SILL '110361 WITH FINISH 'I2b. 40U' DETAIL 3 °"1'wO' PANEL JOINT REVEAL DET. 3/4" SOLID WOOD TRIM WITH 1/4" X VS" REVEAL PAINTED 1$ 0 ROUTE 3/8" DEEP RECESS N BACK OF SOLID SURFACE TO RECEIVE 11" X 1' -10" X 1/4" MASONITE PANEL PAINTED - PROVIDE CUT -OUT LOGO IN V8' N. REMAINING FACE AS WOOD VENEER RETURNED G 1 SIDE TO UNDERSIDE OF CONSTRUCTION ABOVE TYP. HORIZ. REVEAL DET. TYP. OUTSIDE COINER DET. 6 Aiik FRONT ELEVATION 3/4"=T-0" 1' -I 3/4' 4" 2' -1 1/2" GLASS 4 PANEL 4' r r r i' -I 3/8' I'- 0' NOTE: FC. TO CUT HOLES AS SHOO! LAMINATE FINISH 4 ON CEILING AND BACK CF VERTICAL FRONT PANEL PROVIDE 'GRAtNri;R' 466x0.30 PLASTIC t.UAR'".D'4YD55 (WJ:Jw. gra Inger. earn) BY F.C. rdi WINDOW REFLECTED CEILING PLAN 1 1/2 °'9' -0" TYP. 13 fi ra en C4 $ /8" TYPE 'X' DRYWALL ON METAL STUDS (5Y G.C.) J -BOX IN WALL AT 3' -2' AFF. TO PULL POWER FOR DUPLEX N PEDESTAL BY ESC. 7 X 10" ACCESS PANEL WITH FINGER HOLE TO DUPLEX OUTLET BELOW 3 /4 "XII/2' SOLID WOOD TRIM WITH 1/4" X I /S' 18 REVEAL PAINTED CONT. VERTICAL BLOCKING BY P.C. TO MOUNT PANELS INSTALLED BY G.C. 3/4" MDF. PANELS INSTALLED AFTER DISPLAY WINDOW 1 3 IS IN PLACE. (TYP) TYPICAL OUTSIDE CORNER DETAIL \n 2'- 1 3/4 "X3'- 103/8 "XI1 /2' ml. PANEL DOOR WITH SATIN BRASS FINISH PIANO HINGE AND 'BEST' LOCK NOTE: 3/4" MDF. WOOD VENEER PANELS AND 3/4" X 3/4" SOLID WOOD TRIM ARE SUPPLIED BY F.C. AND INSTALLED B't' GC. AFTER DISPLAY WINDOW UNIT IS IN PLACE. A 9 9 Fir CM N r N ✓' 'BEST' LOCK 13 3/4' ■ 1,2' I'- 113/4" BACK ELEVATION (SALES) 3/4" I 0" WRAPPED PADS 2' -3' 2t -11/2' 2' -3' ism 1' -5' (MAR' VARY -SEE PLAN) 3/4 NOTE: C.C. MUST PAINT ALL REVEALS IN SOLID WOOD TRIMS AND VENEERED MDF PANELS AFTER THE STOREFRONT INSTALLATION IS COMPLETED 0 LEASE LINE TYPICAL DISPLAY WINDOW PLAN 1 1/2 " -1' -0" protect Deatgn t Drawings Original Protatc, a Deslr N I V4' 2003 Jenccn Architecture 1939 Jeneen Architecture ®10' -0" AFF. TYP. 9' -0" AFF. 3/4" SOLID WOOD TRIM WITH 1/4" X 1 /8" REVEAL PANTED COWERS OF WOOD TRIM TO BE MITRED AT DOOR TYP. HORIZONTAL REVEAL DETAIL TYP. PANEL JOINT REVEAL DETAIL — __ f / /f! //V pp ti DETAIL half scale RETURN I 1/4" X 1/4" TH. SOLID SURFACE MATERIAL AT GLASS. JERICIEH ARCHOTECTURE HEMEL DESIGN NM EUCLID NEM ©LL L N O =4` ' 9 PHONE yy 6.e7�pp8‘�l.�J¢Op 131 52213 °"-°- REGISTERED ARCHITECT KREN£ ra ROTrNMS E OF NASHi1VCTTN EUTISOOKIS C E II F EC OF 2 PE HP IIT rmarorrri small amin ST ©RCEFI ©fT D E T A O L S S FOR DOSPLQY t E[r D ©W STORE DATA TOTAL G.L.A. (PER LAD.) 2315 SQFT. SERVICE DESK 10-0" LINFT. SHOWCASE LINEAR FOOTAGE TALLY CASE TYPE CASE WIDTH fFROM FACE OF GLASS TO SACK SIDE) ACTUAL LINEAR FOOTAGE EITEcTivE LINEAR FOOTAGE (t' -10' WIDE CASE = ACTUAL) (2' -2" WIDE CASE = ACTUAL + IS %) BRIDAL 1' -I0" 32' -0" lin. ft. 32' -0" lin. ft. PERIMETER i' -10" 3 ' -t" ii. f ' - H ' n, t. ISLAND 1' -10" 32' -S" lin. ft. 32' - 8" lin. ft. ISLAND 1' -10" _ A 4sLi0" lin. ft. 4V-10" lin. ft. TOTAL 141' -1" lin. ft. 141' -l" lin. ft. NOTE, F.C. SHALL BID ALL SHCucA= ..4 «• . - } -_ _- -. SHOWCASES. EFFECTIVE LINEAR FOOTAGE IS s1O N FOR MERGI- 1 -, _ r. _ ,4 IA15113CS PURPOSES ONLY ND OVERALL PLAN DIMENSIONS SHOWN HAVE BEEN DERIVED BY USING K LANDLORVS LEASE OUTLWE MUMS AS BUILT DRAWING OF PREVIOUS TENANT PFIELD SURVEY BLOCKOUT 12' -8 VZ" NOTE: G.C. IS TO LAY OUT PARTITIONS, STOREFRONT AND CASES AS SHOWN ON THEIR RESPECTIVE DRAWINGS AND VERIFY DIMENSIONS PRIOR TO STARTING WORK OR ORDERING ANY COMPONENTS. {�ii3ra 19' -1 3, U LEASE LINE .3. DESK 2' -3" 2" -II 3/8' 5' -1 1/4° 32' -8' islaijd case FILLER AT 41 Ia' AM FOR SIGNATURE CAPTURE DEVICE 49' -10't island case 10' -5 3/4' EQ 5' -1" 3' -0' CLEAR (7YP. OF 5) 4 -s" 15' -3 112" 1 stock 1' -5 i/4' S' -5' t1UR 4L SM,. *AS BY P.c. 6' -0' SEE S1-It Vs 1' -0" "LEO" 6' -0" SEE SW. x,48 PROJECTION SCREEN- SUPPLIED AND NSTALLED BY F.C.--G.C. TO COORDINATE WITI - Fc ON BLOCK243 IEQ.EREMEMTS ga9 1 3/8' LEASE LINE 10' -1' MUM. BY PC. SEE DETAIL 3 /AS I -5 V4" SEE SNT. °AS PROJECTION EQUIP. INSTALLED WITHIN $WOUWCASE -BY F.C.-FINAL ELECTRICAL CON■ECTION BY E. 2' -1 V4" 13' 4 1/2" TIME PIECES WALL - SEE SW. °All 14' -0v showcase 2' - 5/8' FIXTURE FLOOR PLAN 1/4' -1' -0' NOTE: DIMENSIONS CN THIS PLAN ARE FROM FINISH TO FINISH UNLESS NOTED OTHEIRI.UISE 36' -10 "f /8" 2' -I 3/S" LL. V-0 518' L1 9 SHOWCASE SYMBOL LEGEND FOR DETAIL REFERENCE • I ` 0 Ga1CCOPE - RRFER To 'KAY FIXTURE BOCK' - SECTION IC 43 .-•rr-•rrrr F rrrw Z i* *+ +4+44++4 ♦ + +** STANDARD SHOWCASE - RE ER TO 'KAY FIXIVRE BOOK' - SECTION K 22 WATCH REPAIR AREA IN STANDARD CASE - REFER TO 'KAY FU BOCK' - SECTION`! K 25 36" HIGH BRIDAL CASE - IR TO 'KAY FIXTURE BOOK' - SECTION K 42 SPINNER WIT - RIR TO 'KAY FIXTURE BOOK' - SECTION K 2.6 WIDE SHOUWCASE - REFER TO 'KAY FIXTURE BOOK' - SECTION K 32 WATCH REPAIR AREA IN WIDE SHOWCASE - Ri=FER TO 'KAY FIXTURE BOCK' - SECTION K 33 TWO -TIER CASE - REER TO 'KAY FIXTURE BOOK' - SECTION K 2.1 HANDICAP ACCESSIBLE 34" A.FR MAX WEIGHT - REFER TO KAY FIXTURE BOCK' SECTION K23 4K2.4 PILASTER W! LOGO - REFER TO 'KAY FIXTi114E BOOK' - SECTION K 2.2.9 F.C. SHOWCASE NOTE: REFER TO ELECTRICAL FLOOR PLAN TO DETERMINE WHERE ELECTRICAL FEED AND TELEPHONES ARE AND PROVIDE A MINIMUM 24" WIDE AREA BELOW 045E WITH SLIDING DOORS AND ACCESS PANEL TO MAKE FINAL CONNECTIONS - ADD A PULL -OUT TRAY AT TELEPHONES 81-1OWC4SE TEMPLATE NOTES: I. F.C. SHALL PROVIDE A MASONITE TEMPLATE OF OVERALL SHOWCASE LAYOUT TO G.C. FOR COORDINATING CONSTRUCTION. INDICATE LIFE OF BASE, GATE PLACEMENT AND ELECRICAL STUB OUT POINTS. IF STUB OUT IS IN WALL, PROVIDE WALL TEMPLATE. 2. ac. 51 -1,4LL LAYOUT TEMPLATE AS SOON AS POSSIBLE UPON RECEIPT AND SHALL NOTIFY BOTH F.C. AND ARCHITECT OF ANY LAYOUT DESCREPANCIES OR PROBLEMS (NOT TO INCLUDE CHANGES TO ELECTRICAL FEEDS OR STUB -OUTS, FINAL LOCATIONS FOR WHICH ARE DETERMINED BY F.C.) 3. F.C. SHALL MANUFACTURE NO SHOWCASES UNTIL TEMPLATE LAYOUT IS CONFIRMED IN FIELD BY G.C. z-41-48 Protect Design t Drawings © 2001 Jencsn Architecture C1r'Igha! Prototype Design © 2006 Jewett Arr.hltecture RECEIVE r: MAY - 8 2008 PERMIT CENTF.1- 5219 0 <4 < JEIMCIEK AQ ©D1IITJ ©TUBE META L DESOGN 2850 SLID AVER JEROME M. $7111zf;1 .R.ri STATE OF .11 ASHlNGTON ors ti co - co 0 CL R CO 0 75 e :4E M. R111TEts3rRS I TE OF ''VASHHit;GTON s` REVOSOOKIS rpormsee MUM FLOOR PUN] O TIP. UNE WALLS DO NOT OCCUR TYP. WHERE FIXTURE E — LS DO NOT OCCUR 38 18 0 AT BASE 35 0 1' -6" 5' -5" BY F.C. 6' -o' BY P.C. L 4/ SEE DETAIL 4 /AS DT 8.4 4 5 OM 81ST. 0 A8 A 3 15) 1 0 BELOW MURAL T -EIS" 'L1=O" !' .11w:,41 BY PAC. AT BASE WOOF PINtS14 AT ENTRANCE TYP. IU -[I=RE FIXTURE WALLS DO NOT OCCUR SEE E DETAIL 41AS 0 TYP. LE4ERE F RUBE LLS DO NOT OCCUR I$ 1,1m1mn W1filllli 0 36 3�a 0 6I-0' BY 1=C. DTLS. 4 4 5 CN ENT. •A8 AT BASE Is L■ ■ 13 MURAL 0 BASH 10' -'1" BY F)^. SEE DE'1 AIL 2IA5 i' -6' SELOW AT 4/ MURAL NV Z N 2 I -o " T P. 17 I 0 AT BASE 0 AT BASE 0 '-} 0 J I3' -81/2' TIME PIECE WALL - -SEE Sl4EEt aAI1 r TYP. MERE FIXTURE WALLS DO NOT OCCUR ‘0 t �,c# . ' C 99 c ;INFO IJ J -82000 PERMIT CENTER OTE LEGEND NOT ITEMS LISTED ARE NOT NECESSARILY APPLICABLE AT ALL JOB LOCATIONS -- COORDINATE WITH PLANES. 0 ci �1 5/8' TYPE 'X' DRYWALL ON 3 -5/8" METAL STUDS AT 16' O.C. HEIGHT OF WALLS AS SHOLI.N ON DRAWINGS El 10 LI 12 NON - COMBUSTIBLE WOOD BLOCKING OR FRAMING AS REQUIRED. FIRE RATED WOOD ONLY. 5/8' TYPE X' DRYWALL ON 'PONN RIGID X' LURE SUSPENSION SYSTEM FOR CEILINGS AND ON PETAL STUD SUSPENSION SYSTEM FOR COVES, CURTAIN WALLS, SOFFIT FACE AND UNDERSIDE RETURNS 2'x4' LAY -IN ACOUSTICAL CEILING AND T GRID (2 U 4El a APPLICABLE) EVER TO SECS ON el-EET'A9 CEILING ACCESS DOOR, 24 'BAUCO PLUS' PANEL FLUSH WITH, AND PAINTED TO MATCH SIJRROINDIhYS CEILING. ASSURE MNIMUM CLEARANCES FOR FRAMING PER MFR, CONTACT: I -91'l- 892 -0033 OR WU,W.BAUCOCOM STOREFRONT GLASS: SAW' SAFETY LAMINATED GLASS WITH 0060 T1-RICK CLEAR CEETTER MEMBRANE. BY FrC. IF NOTED 9 (USE BLACK NEOPRENE GASKET IN SILL AND HEADER CHANNELS). 3/4"x3/4" (TYPICAL, MAY VARY) SOLID WOOD TRIM PIECE. PAINT OR TOUCH UP ANY REVEALS AS INDICATED ON DRAWINGS. SUPPLIED BY FC, AND INSTALLED BY GC. UNLESS NOTED OTHERWISE. SEE SHEET 'AS FOR DETAILS. (PC. TO REFER TO KAY FIXTURE HOCK, SECTION 60 FOR INTERIOR APPLICATION, AND SECTION 1.0 FOR STOREFRONT APPLICATION) STOREFRONT MUSEUM CASE: (VERIFY IF APPLICABLE) REFER TO SHEET 'El FOR ELECTRICAL I.'EQUIREMEMTS. (F.C. TO REFER TO KAY FIXTURE BOOK SECTION 15 ) STOREFRONT CONSTRUCTION, 5/3' TYPE 'X' DRYWALL OVER PRATING AS REQUIRED. PROVIDE AN CPENING FOR DISPLAY 15 1 wrNDoti WITS) WHEN INDICATED. G.C. MUST INSTALL DISPLAY UNITS PRIOR TO INSTALLING 314' M,DF. WOOD VENEER FINISH PANELS AND CORNER TRIMS AS SUPPLIED BY P.C. (SEE DETAILS ON SHEETS "A3 AND 0 A4) OFFICE ALCOVE CABINETS (VERIFY IF APPLICABLE) (EC. TO REFER TO SHEET 'A!0 AND KAY MOIRE BOOK SECTION 5.4 FOR DETAILS) SHOWCASES (SEE 6H0.1)CASE SYMBOL LEGEND ON SHEET 'A5 FOR T(RES, AND SHEEt'El FOR ELECTRICAL REQUIREMENTS) FRAMED PHOTO MURAL, 112" MA ENITE PANEL SET IN WOOD FRAME. SECURE FRAME AGAINST WALL AS REQUIRED. SEE DETAILS ON SHEET 'AS. STOREFRONT DISPLAY ENDOW UNIT: 314' M.DJ. CONSTRUCTION WITH GLAZING SUPPLIED BY F.C. AND INSTALLED BY GC. WITHIN DRYWALL OPENING OF STOREFRONT CONSTRUCTION PRIOR TO INSTALLING FINISH PANELS. E.C. TO MAKE ALL ELECTRICAL CONNECTIONS. SEE SHEETS 'A3 AND 'A4 FOR DETAILS. MAIN SERVICE DESK: SEE SHEET 'El FOR ELECTRICAL REQWRE1ENT3. (FCC. TO REFER TO KAY FIXTURE BOOK, SECTION 1,0, FOR DETAILS) STAND -UP 6.1.6. DESK (VERIFY IF APPLICABLE) (FL. TO RJR TO KAY FIXTURE BOOK, SECTION 53) I2i 25 30 31] 1321 In3 46 MALL NEUTRAL PIER SHADED AREAS INDICATE EXISTING CONSTRICTION TO REMAIN (PATCH AS REQUIRED FOR PROPER FIRE RATE6) ST,UCTURAL. VERTICAL STEEL TUBE AND GUIDE FOR OVERHEAD GRILLE. SECURED TO STRICTURE ABOVE CENTERLINE OF OVERHEAD GRILLE. 5/8' TYPE 'X' DRYWALL ON EXISTING DEMISING, WALL, FLOOR TO DECK (VERIFY I- (EIGHT) METAL STUD BRACING OR FRAMINE AS REQUIRED CHECK- IN/WRAP 5TATION (VERIFY IF APPLICABLE) (FL, TO REFER TO KAY FIXTURE ECM SECTION 52) OFFICE DESK (FL. TO RJR TO KAY FIXTURE BOOK SECTION Si) BULLETIN BOARD (F.C. TO REFER TO KAY FIXTURE BOOK, SECTION 8J) SECURITY GATE ON DOUBLE ACTING HINGE (36" CLEAR WIDTH) FL. TO PREINSTALL POSTS WERE REQ'D. FOR ATTACHMENT. COAT RACK (SEE DETAIL 2/CI) ADJUSTABLE 16' DEEP 314' PLYWOOD SHELVING WITH WHITE MELAMINE FINISH ON 'GARCY''3225 DOUBLE SLOTTED STANDARDS WITH 'MESS HEAVY DUTY METAL BRACKETS (OR APPROVED EQUAL) AT 2' -0" O.C. (SEE DETAIL 3 /CI FOR INETALLATIO ) Ot-r10E CHAIRS AND BRIDAL CASE SEATING TUBBY UNIT FOR STOOK ROOM SHELVING: (PC. TO REFER TO KAY FIXTURE BOCK, SECTION 82) SAFE: 'JEUEL VAULT' MODEL JV6836, WEIGHT 4450 POUNDS, WITH PADS SUPPLIED BY 'ADT' (SEE DETAIL I/CI) LIGHT FIXTURE (RISER TO LIGHT FIXTURE SCHEDULE ON SHEET 'E2) 3/4" x 3/4' BRONZE FINISH METAL CHANNEL BETWEEN TENANT FINISH AND MALL FINISH ULTRASONIC CLEANER STAND (MOBILE WIT PROVIDED BY STIERuNo) NON- ILLUMINATED LOGO LETTERS FOR WALLS (WHEN APPLICABLE) (RJR TO SHEET'SI FOR CONDITIONS MD DETAILS) ILLUMINATED STOREFRONT SIGN LOGO (REFER TO SWEET'SI FOR CONDITIONS AND DETAILS) ILLUMINATED INTERIOR SIGN UNIT: INTERNALLY ILLUMINATED CABINET WITH FRAMED 'PLEXIGLAS'' 2146 IVORY PANEL MD APPLIED LOCO LETTERS (REFER TO SHEET 'A8 FOR DETAILS) STOCK ROOM TOWER SHELF UNIT (F.C. TO REFER TO KAY FIXTURE 800K, SECTION 8.5) DECORATIVE WALLS: 3/4" MDP. CONSTRICTION WITH UWE VIER FINISH ® SECURED TO WALLS BY INTERIOR BLOCKING. SUPPLIED BY F.C. MD INSTALLED BY GC,, SEE SHEET 'AS FOR DETAILS (F.C. TO REFER TO KAY FIXTURE BOOK, SECTION 60) VERTICAL WOOD TRIM: G.C. TO INSTALL - SEE SHEET 'AS FOR DETAIL (F.C, TO RErcR TO KAY FIXTURE SOCK, SECTION 613) ISLAND AND/OR MINI SERVICE DESK (VERIF't' IF APPLICABLE) SEE SWEET 'El FOR ELECTRICAL REQWREJ EENTS (PL. TO REFER TO KAY FIXTURE BOOK, SECTION 10) STS WPPORT FRAMINGs: LINTEL OF BOXED TYPE 8 "x16 GA METAL STUDS MO END STIFFENERS. SUPPORT BY JAMB COLUMNS OF BOXED Tr1 E 3 -5/8' x 14 GA METAL STUDS. LATERALLY BRACE TO STRUCTURE ABOVE (C.ONSTRICTION AND FASTENERS AS REQUIRED FOR MAXIMUM LOADS). GC. TO USE 'DIETRICH' COMPONENTS (OR EQUAL) AND TO FOLLOW MANUFACTURER'S CONSTRUCTION DETAILS FOR MAXIMUM LOAD DESIGNS. STOREFRONT SUPPORT FRAMING: DOUBLE LINTEL OF !BOXED TYPE 8" x !Fv GA METAL STUDS WIN VERTICAL STUDS SETILEEN AND END STIFFENERS. SUPPORT BY JAMB COLUMNS OF BOXED TYPE 3 -5/9" x 14 GA METAL STUDS. LATERALLY BRACE TO STRICTURE ABOVE (CONSTRICTION AND FASTENERS AS REQUIRED FOR MAXIMUM LOADS). GC. TO USE 'DEITRICH' STS (OR EQUAL) AND TO FOLLOW MANUFACTURER'S CONSTRICTION DETAILS FOR MAXIMUM LOAD DESIGNS. PLANTER UNIT AND/OR SIGN WALL (VERIFY IF APPLICABLE) (F.C. TO REFER TO KAY FIXTURE NOOK, SECTIONS 01 AND 8.S) STOCK ROOM POLISHER UNIT (VERIFY IF APPLICABLE) (F.C. TO REER TO KAY FIXTURE BOOK, SECTION 3.4) STOREFRONT REPAIR SHOP WINDOW UNIT: (VERILY IF APPLICABLE) 3/4" E'IDF WINDOW UNIT COh1STRJCTION W/ GLAZNG SUPPLIED BY P.C. tNIT TO BE INSTALLED BY G.C. WITHIN DRYWALL OPENING IN STOREFRONT CONSTRUCTION (SEE PLANS FOR REQUIRED OPENING). UNIT TO BE INSTALLED PRIOR TO INSTALLN& ADJACENT STORMONT FINISH PANELS, SEE SWEETS 1E t RP/ UNDER HOLOGRAM STORAGE UNIT- SEE 'Al2a FOR DETAILS DRINKING F UNTAIN -- ADA ACCESSIBLE -- MOUNT WITH SPOUT AT 36" AFF. -- SEE SWEET "AS FOR SPECIFICATION 41 (HI -LO IF INDICATED ON DRAWINGS) SERVICE SIN( -- 24x24 FLOOR MOUNTED SERVICE SINK UJ>TW 3' DRAIN AND SEPARATE FAUCET -- SEE SWEET AS FOR SPECIFICATION DECORATING SCHEDULE NOTE: ITEIIS LISTED ARE NOT NECESSARILY APPLICABLE AT ALL JOB LOCATIONS -- COORDINATE WITH PLANS. 1 LIMESTONE-POLISHED: JERUSALEM GOLD LIMESTONE, 12' x 12' x 3/8' POLISHED TILE FOR FLOOR AND IS' x 1S' x 3/8" AT I VJ STOREFRONT MD STOREFRONT BASE (UN.O.) (POLISH ALL EXPOSED EDGES ALL EXPOSED COWERS TO BE QUIRK MITRED). FLOOR TILES TO BE TREATED WITH 'MIRACLE SEALANCT''SII IMPREGNATOR FOR SLIP RESISTANCE PER ASTM CIO2S -89. CARPET BY TE=NANT. 0 VINYL COMPOSITION TILE, 'ARMSTRONG' IMPERIAL TEXTURE STANDARD EXCE" LCN 12" x12" x llt3''51335 FORTRESS U 1ITE 0 PLASTIC LAMINATE: wILSONART' °1531 -60 LIGHT BEIGE, TEXTURED FINISH PAINT, 'BENJAMIN MOORE' COLOR 'SUPER WHITE' FLAT FINISH PER CEILING, SOFFITS AND BULKHEAD. SEMI -GLOSS FINISH FOR WALLS 60 PAINT, 'SEER IN WILLIAMS' • 1021, LIELL -BRED BRAUN, FLAT FINISH FOR GRILLES SLOT, SATIN FINISH FOR FIXTURE WORK \_:./ FABRIC SELECTED BY TENANT ON UPSON VERT. PADS AND MASONITE HOR11 PADS El DISPLAY WINDOW MD SHOWCASES 0 SOLID SURFACE RESIN MATERIAL: 'HI -MACS' 4 502 ALMOND 0 PLASTIC LAMINATE: 'LAMINART' PEARLE C NCE'240C. -t, GOLD LEAF, TEXTURED \ LIMESTONE -HONED (OMEN APPLICABLE) : JERUSALEM GOLD LIMESTONE, 12" X 12' X 3/S" HONED TILE FOR WALLS (ALL �! EXPOSED CORNERS TO BE MITRED) 1Z PLASTIC LAMINATE: EMHART' PEAIE$CQQCE'240S -G GOLD LEAF, GLOSS FINISH MAPLE WOOD FINISH: 3/4' MDF PANELS TO BE ORDERED THRU 'DESIGNER SHOWCASES' , 330 -220 -8688. P.C. SHALL PROVIDE HARDWOOD TRIMS, VENEER EDGES, ETC., FINISHED TO MATCH. F.C. SHALL PROVIDE I PNT OF STAIN TO GC. FOR TOUCH -UP. GC. TO INSTALL ALL PANELS AND TRIMS WITH 'LIQUID NAILS FOR PANELING AND MOLDING' (USE FINISH NAILS IF NECESSARY) ® 4° VINYL WALL BASE: 'STOLER' ALLSTATE STYLE BASE - COLOR "15 (COVED) (TIN) 526 -1850 0 PAINT: 'PITTSBURGH PAINTS' "316 -3, ALMOND BRITTLE, SEMI -GLOSS (REPAIR SHOP WALL% UM91 APPLICABLE) 16 UTALLCOVER[NG: SUPPLIED BY TENANT AND INSTALLED BY G.C. 0 SALES AREA WALL BASE: 'JOHNSONITE' 4 1/2' 14. TIGHTLOCK CARPET BASE - COLOR "/a1 OLD GOLD (BY TENANT) 1$ PAINT: 'SHERWIN WILLIAMS' • 6368, !BAKELITE GOLD, FLAT FOR REVISALS, SEMI -GLOSS FOR OTHER FIXTURE WORT /7_,A, PORCELAIN TILE: 'DUBLIN STONE' COLOR 'f130051, IRISH GOLD NON -SLIP FINISH 12x12 IN TOILET ROOMS, ttflH MIN. 8' BASE. EDGE TO BE CMAMFERED AT STOREFRONT EXTERIOR PER CODS=. TILE MANUFACTURED SY AMERICAN FLORIN, DISTRIBUTED BY CERAMIC TILE DISTRIBUTORS, 216. 642.1111 `C"_7 WHITE FRP. WAINSCOT (TO 46' ON TOILET ROOM WALLS -- OTTER HEIGHTS AND LOCATIONS AS INDICATED ON PLANS) 21 PAINT: 'SHERJJJIN WILLIAMS' "HC -S. CI- ESTERTO N BUFF, FLAT -FOR STOREFRONT 22 LIMESTONE- POLISHED: CREMA CAFE LIMESTONE, 12' X12' X 3/5' POLISHED TILE FOR FLOOR MD STOREFRONT BASE. (POLISH ALL EXPOSED EDGES, ALL EXPOSED CORNERS TO BE QUIRK MITRED). FLOOR TILES TO BE TREATED UTM 'MIRACLE SEALANT' '511 IMPREGNATOR FOR SLIP RESISTANCE PER ASTM CIO28 -89. 3" x I/2" TM. HARDWOOD BASE WITH 1/4' RAD. EDGE PAINTED 'SI-TERUEL WILLIAMS' "1021, WELL-BRED EROIN, SATIN FINI°SM HERM ELC mII0mo Protect Dealgr: 4 Drawings 2001 Jsncen Architecture Original R'GGtatp Deafen Q 2006 Jence Archltcscturs MOIRA MOM 2116.7 81.01131 I AL 2 361.01 5229 __ . __ ... ___ --- , i r3 _E,, 1 JEfi°u?4E M. ROTHERUT..G I STATE OF NASIIIPIGTON 1 tEE CU Ea CD repo t. •i CD al .... 00. III Ili >= 273 0 TD ramo co 5229 JEii,^, °.v'E M. !irliEnttl ME OF ASE NGTDN REVOSOCAS tlC <4‹ cD REGISTER40 A RCHiTECT Tamar pia ersac, 2. I 1 140 1161.111 ! 1 i Lfl1fltU 0 0 Es. S' -5" BY P.C. 11111110 muRAL ILEv muRAL 1100A I 41 1111111111111111110 " mum- I el ill 11 11111 11 111 ' " " 'S 1 1 1 I 1" 1 Ili 1 thiA il 1 1 4 160 _ . 11 O TIP. UNE WALLS DO NOT OCCUR TYP. WHERE FIXTURE E — LS DO NOT OCCUR 38 18 0 AT BASE 35 0 1' -6" 5' -5" BY F.C. 6' -o' BY P.C. L 4/ SEE DETAIL 4 /AS DT 8.4 4 5 OM 81ST. 0 A8 A 3 15) 1 0 BELOW MURAL T -EIS" 'L1=O" !' .11w:,41 BY PAC. AT BASE WOOF PINtS14 AT ENTRANCE TYP. IU -[I=RE FIXTURE WALLS DO NOT OCCUR SEE E DETAIL 41AS 0 TYP. LE4ERE F RUBE LLS DO NOT OCCUR I$ 1,1m1mn W1filllli 0 36 3�a 0 6I-0' BY 1=C. DTLS. 4 4 5 CN ENT. •A8 AT BASE Is L■ ■ 13 MURAL 0 BASH 10' -'1" BY F)^. SEE DE'1 AIL 2IA5 i' -6' SELOW AT 4/ MURAL NV Z N 2 I -o " T P. 17 I 0 AT BASE 0 AT BASE 0 '-} 0 J I3' -81/2' TIME PIECE WALL - -SEE Sl4EEt aAI1 r TYP. MERE FIXTURE WALLS DO NOT OCCUR ‘0 t �,c# . ' C 99 c ;INFO IJ J -82000 PERMIT CENTER OTE LEGEND NOT ITEMS LISTED ARE NOT NECESSARILY APPLICABLE AT ALL JOB LOCATIONS -- COORDINATE WITH PLANES. 0 ci �1 5/8' TYPE 'X' DRYWALL ON 3 -5/8" METAL STUDS AT 16' O.C. HEIGHT OF WALLS AS SHOLI.N ON DRAWINGS El 10 LI 12 NON - COMBUSTIBLE WOOD BLOCKING OR FRAMING AS REQUIRED. FIRE RATED WOOD ONLY. 5/8' TYPE X' DRYWALL ON 'PONN RIGID X' LURE SUSPENSION SYSTEM FOR CEILINGS AND ON PETAL STUD SUSPENSION SYSTEM FOR COVES, CURTAIN WALLS, SOFFIT FACE AND UNDERSIDE RETURNS 2'x4' LAY -IN ACOUSTICAL CEILING AND T GRID (2 U 4El a APPLICABLE) EVER TO SECS ON el-EET'A9 CEILING ACCESS DOOR, 24 'BAUCO PLUS' PANEL FLUSH WITH, AND PAINTED TO MATCH SIJRROINDIhYS CEILING. ASSURE MNIMUM CLEARANCES FOR FRAMING PER MFR, CONTACT: I -91'l- 892 -0033 OR WU,W.BAUCOCOM STOREFRONT GLASS: SAW' SAFETY LAMINATED GLASS WITH 0060 T1-RICK CLEAR CEETTER MEMBRANE. BY FrC. IF NOTED 9 (USE BLACK NEOPRENE GASKET IN SILL AND HEADER CHANNELS). 3/4"x3/4" (TYPICAL, MAY VARY) SOLID WOOD TRIM PIECE. PAINT OR TOUCH UP ANY REVEALS AS INDICATED ON DRAWINGS. SUPPLIED BY FC, AND INSTALLED BY GC. UNLESS NOTED OTHERWISE. SEE SHEET 'AS FOR DETAILS. (PC. TO REFER TO KAY FIXTURE HOCK, SECTION 60 FOR INTERIOR APPLICATION, AND SECTION 1.0 FOR STOREFRONT APPLICATION) STOREFRONT MUSEUM CASE: (VERIFY IF APPLICABLE) REFER TO SHEET 'El FOR ELECTRICAL I.'EQUIREMEMTS. (F.C. TO REFER TO KAY FIXTURE BOOK SECTION 15 ) STOREFRONT CONSTRUCTION, 5/3' TYPE 'X' DRYWALL OVER PRATING AS REQUIRED. PROVIDE AN CPENING FOR DISPLAY 15 1 wrNDoti WITS) WHEN INDICATED. G.C. MUST INSTALL DISPLAY UNITS PRIOR TO INSTALLING 314' M,DF. WOOD VENEER FINISH PANELS AND CORNER TRIMS AS SUPPLIED BY P.C. (SEE DETAILS ON SHEETS "A3 AND 0 A4) OFFICE ALCOVE CABINETS (VERIFY IF APPLICABLE) (EC. TO REFER TO SHEET 'A!0 AND KAY MOIRE BOOK SECTION 5.4 FOR DETAILS) SHOWCASES (SEE 6H0.1)CASE SYMBOL LEGEND ON SHEET 'A5 FOR T(RES, AND SHEEt'El FOR ELECTRICAL REQUIREMENTS) FRAMED PHOTO MURAL, 112" MA ENITE PANEL SET IN WOOD FRAME. SECURE FRAME AGAINST WALL AS REQUIRED. SEE DETAILS ON SHEET 'AS. STOREFRONT DISPLAY ENDOW UNIT: 314' M.DJ. CONSTRUCTION WITH GLAZING SUPPLIED BY F.C. AND INSTALLED BY GC. WITHIN DRYWALL OPENING OF STOREFRONT CONSTRUCTION PRIOR TO INSTALLING FINISH PANELS. E.C. TO MAKE ALL ELECTRICAL CONNECTIONS. SEE SHEETS 'A3 AND 'A4 FOR DETAILS. MAIN SERVICE DESK: SEE SHEET 'El FOR ELECTRICAL REQWRE1ENT3. (FCC. TO REFER TO KAY FIXTURE BOOK, SECTION 1,0, FOR DETAILS) STAND -UP 6.1.6. DESK (VERIFY IF APPLICABLE) (FL. TO RJR TO KAY FIXTURE BOOK, SECTION 53) I2i 25 30 31] 1321 In3 46 MALL NEUTRAL PIER SHADED AREAS INDICATE EXISTING CONSTRICTION TO REMAIN (PATCH AS REQUIRED FOR PROPER FIRE RATE6) ST,UCTURAL. VERTICAL STEEL TUBE AND GUIDE FOR OVERHEAD GRILLE. SECURED TO STRICTURE ABOVE CENTERLINE OF OVERHEAD GRILLE. 5/8' TYPE 'X' DRYWALL ON EXISTING DEMISING, WALL, FLOOR TO DECK (VERIFY I- (EIGHT) METAL STUD BRACING OR FRAMINE AS REQUIRED CHECK- IN/WRAP 5TATION (VERIFY IF APPLICABLE) (FL, TO REFER TO KAY FIXTURE ECM SECTION 52) OFFICE DESK (FL. TO RJR TO KAY FIXTURE BOOK SECTION Si) BULLETIN BOARD (F.C. TO REFER TO KAY FIXTURE BOOK, SECTION 8J) SECURITY GATE ON DOUBLE ACTING HINGE (36" CLEAR WIDTH) FL. TO PREINSTALL POSTS WERE REQ'D. FOR ATTACHMENT. COAT RACK (SEE DETAIL 2/CI) ADJUSTABLE 16' DEEP 314' PLYWOOD SHELVING WITH WHITE MELAMINE FINISH ON 'GARCY''3225 DOUBLE SLOTTED STANDARDS WITH 'MESS HEAVY DUTY METAL BRACKETS (OR APPROVED EQUAL) AT 2' -0" O.C. (SEE DETAIL 3 /CI FOR INETALLATIO ) Ot-r10E CHAIRS AND BRIDAL CASE SEATING TUBBY UNIT FOR STOOK ROOM SHELVING: (PC. TO REFER TO KAY FIXTURE BOCK, SECTION 82) SAFE: 'JEUEL VAULT' MODEL JV6836, WEIGHT 4450 POUNDS, WITH PADS SUPPLIED BY 'ADT' (SEE DETAIL I/CI) LIGHT FIXTURE (RISER TO LIGHT FIXTURE SCHEDULE ON SHEET 'E2) 3/4" x 3/4' BRONZE FINISH METAL CHANNEL BETWEEN TENANT FINISH AND MALL FINISH ULTRASONIC CLEANER STAND (MOBILE WIT PROVIDED BY STIERuNo) NON- ILLUMINATED LOGO LETTERS FOR WALLS (WHEN APPLICABLE) (RJR TO SHEET'SI FOR CONDITIONS MD DETAILS) ILLUMINATED STOREFRONT SIGN LOGO (REFER TO SWEET'SI FOR CONDITIONS AND DETAILS) ILLUMINATED INTERIOR SIGN UNIT: INTERNALLY ILLUMINATED CABINET WITH FRAMED 'PLEXIGLAS'' 2146 IVORY PANEL MD APPLIED LOCO LETTERS (REFER TO SHEET 'A8 FOR DETAILS) STOCK ROOM TOWER SHELF UNIT (F.C. TO REFER TO KAY FIXTURE 800K, SECTION 8.5) DECORATIVE WALLS: 3/4" MDP. CONSTRICTION WITH UWE VIER FINISH ® SECURED TO WALLS BY INTERIOR BLOCKING. SUPPLIED BY F.C. MD INSTALLED BY GC,, SEE SHEET 'AS FOR DETAILS (F.C. TO REFER TO KAY FIXTURE BOOK, SECTION 60) VERTICAL WOOD TRIM: G.C. TO INSTALL - SEE SHEET 'AS FOR DETAIL (F.C, TO RErcR TO KAY FIXTURE SOCK, SECTION 613) ISLAND AND/OR MINI SERVICE DESK (VERIF't' IF APPLICABLE) SEE SWEET 'El FOR ELECTRICAL REQWREJ EENTS (PL. TO REFER TO KAY FIXTURE BOOK, SECTION 10) STS WPPORT FRAMINGs: LINTEL OF BOXED TYPE 8 "x16 GA METAL STUDS MO END STIFFENERS. SUPPORT BY JAMB COLUMNS OF BOXED Tr1 E 3 -5/8' x 14 GA METAL STUDS. LATERALLY BRACE TO STRUCTURE ABOVE (C.ONSTRICTION AND FASTENERS AS REQUIRED FOR MAXIMUM LOADS). GC. TO USE 'DIETRICH' COMPONENTS (OR EQUAL) AND TO FOLLOW MANUFACTURER'S CONSTRUCTION DETAILS FOR MAXIMUM LOAD DESIGNS. STOREFRONT SUPPORT FRAMING: DOUBLE LINTEL OF !BOXED TYPE 8" x !Fv GA METAL STUDS WIN VERTICAL STUDS SETILEEN AND END STIFFENERS. SUPPORT BY JAMB COLUMNS OF BOXED TYPE 3 -5/9" x 14 GA METAL STUDS. LATERALLY BRACE TO STRICTURE ABOVE (CONSTRICTION AND FASTENERS AS REQUIRED FOR MAXIMUM LOADS). GC. TO USE 'DEITRICH' STS (OR EQUAL) AND TO FOLLOW MANUFACTURER'S CONSTRICTION DETAILS FOR MAXIMUM LOAD DESIGNS. PLANTER UNIT AND/OR SIGN WALL (VERIFY IF APPLICABLE) (F.C. TO REFER TO KAY FIXTURE NOOK, SECTIONS 01 AND 8.S) STOCK ROOM POLISHER UNIT (VERIFY IF APPLICABLE) (F.C. TO REER TO KAY FIXTURE BOOK, SECTION 3.4) STOREFRONT REPAIR SHOP WINDOW UNIT: (VERILY IF APPLICABLE) 3/4" E'IDF WINDOW UNIT COh1STRJCTION W/ GLAZNG SUPPLIED BY P.C. tNIT TO BE INSTALLED BY G.C. WITHIN DRYWALL OPENING IN STOREFRONT CONSTRUCTION (SEE PLANS FOR REQUIRED OPENING). UNIT TO BE INSTALLED PRIOR TO INSTALLN& ADJACENT STORMONT FINISH PANELS, SEE SWEETS 1E t RP/ UNDER HOLOGRAM STORAGE UNIT- SEE 'Al2a FOR DETAILS DRINKING F UNTAIN -- ADA ACCESSIBLE -- MOUNT WITH SPOUT AT 36" AFF. -- SEE SWEET "AS FOR SPECIFICATION 41 (HI -LO IF INDICATED ON DRAWINGS) SERVICE SIN( -- 24x24 FLOOR MOUNTED SERVICE SINK UJ>TW 3' DRAIN AND SEPARATE FAUCET -- SEE SWEET AS FOR SPECIFICATION DECORATING SCHEDULE NOTE: ITEIIS LISTED ARE NOT NECESSARILY APPLICABLE AT ALL JOB LOCATIONS -- COORDINATE WITH PLANS. 1 LIMESTONE-POLISHED: JERUSALEM GOLD LIMESTONE, 12' x 12' x 3/8' POLISHED TILE FOR FLOOR AND IS' x 1S' x 3/8" AT I VJ STOREFRONT MD STOREFRONT BASE (UN.O.) (POLISH ALL EXPOSED EDGES ALL EXPOSED COWERS TO BE QUIRK MITRED). FLOOR TILES TO BE TREATED WITH 'MIRACLE SEALANCT''SII IMPREGNATOR FOR SLIP RESISTANCE PER ASTM CIO2S -89. CARPET BY TE=NANT. 0 VINYL COMPOSITION TILE, 'ARMSTRONG' IMPERIAL TEXTURE STANDARD EXCE" LCN 12" x12" x llt3''51335 FORTRESS U 1ITE 0 PLASTIC LAMINATE: wILSONART' °1531 -60 LIGHT BEIGE, TEXTURED FINISH PAINT, 'BENJAMIN MOORE' COLOR 'SUPER WHITE' FLAT FINISH PER CEILING, SOFFITS AND BULKHEAD. SEMI -GLOSS FINISH FOR WALLS 60 PAINT, 'SEER IN WILLIAMS' • 1021, LIELL -BRED BRAUN, FLAT FINISH FOR GRILLES SLOT, SATIN FINISH FOR FIXTURE WORK \_:./ FABRIC SELECTED BY TENANT ON UPSON VERT. PADS AND MASONITE HOR11 PADS El DISPLAY WINDOW MD SHOWCASES 0 SOLID SURFACE RESIN MATERIAL: 'HI -MACS' 4 502 ALMOND 0 PLASTIC LAMINATE: 'LAMINART' PEARLE C NCE'240C. -t, GOLD LEAF, TEXTURED \ LIMESTONE -HONED (OMEN APPLICABLE) : JERUSALEM GOLD LIMESTONE, 12" X 12' X 3/S" HONED TILE FOR WALLS (ALL �! EXPOSED CORNERS TO BE MITRED) 1Z PLASTIC LAMINATE: EMHART' PEAIE$CQQCE'240S -G GOLD LEAF, GLOSS FINISH MAPLE WOOD FINISH: 3/4' MDF PANELS TO BE ORDERED THRU 'DESIGNER SHOWCASES' , 330 -220 -8688. P.C. SHALL PROVIDE HARDWOOD TRIMS, VENEER EDGES, ETC., FINISHED TO MATCH. F.C. SHALL PROVIDE I PNT OF STAIN TO GC. FOR TOUCH -UP. GC. TO INSTALL ALL PANELS AND TRIMS WITH 'LIQUID NAILS FOR PANELING AND MOLDING' (USE FINISH NAILS IF NECESSARY) ® 4° VINYL WALL BASE: 'STOLER' ALLSTATE STYLE BASE - COLOR "15 (COVED) (TIN) 526 -1850 0 PAINT: 'PITTSBURGH PAINTS' "316 -3, ALMOND BRITTLE, SEMI -GLOSS (REPAIR SHOP WALL% UM91 APPLICABLE) 16 UTALLCOVER[NG: SUPPLIED BY TENANT AND INSTALLED BY G.C. 0 SALES AREA WALL BASE: 'JOHNSONITE' 4 1/2' 14. TIGHTLOCK CARPET BASE - COLOR "/a1 OLD GOLD (BY TENANT) 1$ PAINT: 'SHERWIN WILLIAMS' • 6368, !BAKELITE GOLD, FLAT FOR REVISALS, SEMI -GLOSS FOR OTHER FIXTURE WORT /7_,A, PORCELAIN TILE: 'DUBLIN STONE' COLOR 'f130051, IRISH GOLD NON -SLIP FINISH 12x12 IN TOILET ROOMS, ttflH MIN. 8' BASE. EDGE TO BE CMAMFERED AT STOREFRONT EXTERIOR PER CODS=. TILE MANUFACTURED SY AMERICAN FLORIN, DISTRIBUTED BY CERAMIC TILE DISTRIBUTORS, 216. 642.1111 `C"_7 WHITE FRP. WAINSCOT (TO 46' ON TOILET ROOM WALLS -- OTTER HEIGHTS AND LOCATIONS AS INDICATED ON PLANS) 21 PAINT: 'SHERJJJIN WILLIAMS' "HC -S. CI- ESTERTO N BUFF, FLAT -FOR STOREFRONT 22 LIMESTONE- POLISHED: CREMA CAFE LIMESTONE, 12' X12' X 3/5' POLISHED TILE FOR FLOOR MD STOREFRONT BASE. (POLISH ALL EXPOSED EDGES, ALL EXPOSED CORNERS TO BE QUIRK MITRED). FLOOR TILES TO BE TREATED UTM 'MIRACLE SEALANT' '511 IMPREGNATOR FOR SLIP RESISTANCE PER ASTM CIO28 -89. 3" x I/2" TM. HARDWOOD BASE WITH 1/4' RAD. EDGE PAINTED 'SI-TERUEL WILLIAMS' "1021, WELL-BRED EROIN, SATIN FINI°SM HERM ELC mII0mo Protect Dealgr: 4 Drawings 2001 Jsncen Architecture Original R'GGtatp Deafen Q 2006 Jence Archltcscturs MOIRA MOM 2116.7 81.01131 I AL 2 361.01 5229 __ . __ ... ___ --- , i r3 _E,, 1 JEfi°u?4E M. ROTHERUT..G I STATE OF NASIIIPIGTON 1 tEE CU Ea CD repo t. •i CD al .... 00. III Ili >= 273 0 TD ramo co 5229 JEii,^, °.v'E M. !irliEnttl ME OF ASE NGTDN REVOSOCAS tlC <4‹ cD REGISTER40 A RCHiTECT Tamar pia ersac, 2. I "LEViAN' MURAL ! 1 i Lfl1fltU 0 0 Es. S' -5" BY P.C. O TIP. UNE WALLS DO NOT OCCUR TYP. WHERE FIXTURE E — LS DO NOT OCCUR 38 18 0 AT BASE 35 0 1' -6" 5' -5" BY F.C. 6' -o' BY P.C. L 4/ SEE DETAIL 4 /AS DT 8.4 4 5 OM 81ST. 0 A8 A 3 15) 1 0 BELOW MURAL T -EIS" 'L1=O" !' .11w:,41 BY PAC. AT BASE WOOF PINtS14 AT ENTRANCE TYP. IU -[I=RE FIXTURE WALLS DO NOT OCCUR SEE E DETAIL 41AS 0 TYP. LE4ERE F RUBE LLS DO NOT OCCUR I$ 1,1m1mn W1filllli 0 36 3�a 0 6I-0' BY 1=C. DTLS. 4 4 5 CN ENT. •A8 AT BASE Is L■ ■ 13 MURAL 0 BASH 10' -'1" BY F)^. SEE DE'1 AIL 2IA5 i' -6' SELOW AT 4/ MURAL NV Z N 2 I -o " T P. 17 I 0 AT BASE 0 AT BASE 0 '-} 0 J I3' -81/2' TIME PIECE WALL - -SEE Sl4EEt aAI1 r TYP. MERE FIXTURE WALLS DO NOT OCCUR ‘0 t �,c# . ' C 99 c ;INFO IJ J -82000 PERMIT CENTER OTE LEGEND NOT ITEMS LISTED ARE NOT NECESSARILY APPLICABLE AT ALL JOB LOCATIONS -- COORDINATE WITH PLANES. 0 ci �1 5/8' TYPE 'X' DRYWALL ON 3 -5/8" METAL STUDS AT 16' O.C. HEIGHT OF WALLS AS SHOLI.N ON DRAWINGS El 10 LI 12 NON - COMBUSTIBLE WOOD BLOCKING OR FRAMING AS REQUIRED. FIRE RATED WOOD ONLY. 5/8' TYPE X' DRYWALL ON 'PONN RIGID X' LURE SUSPENSION SYSTEM FOR CEILINGS AND ON PETAL STUD SUSPENSION SYSTEM FOR COVES, CURTAIN WALLS, SOFFIT FACE AND UNDERSIDE RETURNS 2'x4' LAY -IN ACOUSTICAL CEILING AND T GRID (2 U 4El a APPLICABLE) EVER TO SECS ON el-EET'A9 CEILING ACCESS DOOR, 24 'BAUCO PLUS' PANEL FLUSH WITH, AND PAINTED TO MATCH SIJRROINDIhYS CEILING. ASSURE MNIMUM CLEARANCES FOR FRAMING PER MFR, CONTACT: I -91'l- 892 -0033 OR WU,W.BAUCOCOM STOREFRONT GLASS: SAW' SAFETY LAMINATED GLASS WITH 0060 T1-RICK CLEAR CEETTER MEMBRANE. BY FrC. IF NOTED 9 (USE BLACK NEOPRENE GASKET IN SILL AND HEADER CHANNELS). 3/4"x3/4" (TYPICAL, MAY VARY) SOLID WOOD TRIM PIECE. PAINT OR TOUCH UP ANY REVEALS AS INDICATED ON DRAWINGS. SUPPLIED BY FC, AND INSTALLED BY GC. UNLESS NOTED OTHERWISE. SEE SHEET 'AS FOR DETAILS. (PC. TO REFER TO KAY FIXTURE HOCK, SECTION 60 FOR INTERIOR APPLICATION, AND SECTION 1.0 FOR STOREFRONT APPLICATION) STOREFRONT MUSEUM CASE: (VERIFY IF APPLICABLE) REFER TO SHEET 'El FOR ELECTRICAL I.'EQUIREMEMTS. (F.C. TO REFER TO KAY FIXTURE BOOK SECTION 15 ) STOREFRONT CONSTRUCTION, 5/3' TYPE 'X' DRYWALL OVER PRATING AS REQUIRED. PROVIDE AN CPENING FOR DISPLAY 15 1 wrNDoti WITS) WHEN INDICATED. G.C. MUST INSTALL DISPLAY UNITS PRIOR TO INSTALLING 314' M,DF. WOOD VENEER FINISH PANELS AND CORNER TRIMS AS SUPPLIED BY P.C. (SEE DETAILS ON SHEETS "A3 AND 0 A4) OFFICE ALCOVE CABINETS (VERIFY IF APPLICABLE) (EC. TO REFER TO SHEET 'A!0 AND KAY MOIRE BOOK SECTION 5.4 FOR DETAILS) SHOWCASES (SEE 6H0.1)CASE SYMBOL LEGEND ON SHEET 'A5 FOR T(RES, AND SHEEt'El FOR ELECTRICAL REQUIREMENTS) FRAMED PHOTO MURAL, 112" MA ENITE PANEL SET IN WOOD FRAME. SECURE FRAME AGAINST WALL AS REQUIRED. SEE DETAILS ON SHEET 'AS. STOREFRONT DISPLAY ENDOW UNIT: 314' M.DJ. CONSTRUCTION WITH GLAZING SUPPLIED BY F.C. AND INSTALLED BY GC. WITHIN DRYWALL OPENING OF STOREFRONT CONSTRUCTION PRIOR TO INSTALLING FINISH PANELS. E.C. TO MAKE ALL ELECTRICAL CONNECTIONS. SEE SHEETS 'A3 AND 'A4 FOR DETAILS. MAIN SERVICE DESK: SEE SHEET 'El FOR ELECTRICAL REQWRE1ENT3. (FCC. TO REFER TO KAY FIXTURE BOOK, SECTION 1,0, FOR DETAILS) STAND -UP 6.1.6. DESK (VERIFY IF APPLICABLE) (FL. TO RJR TO KAY FIXTURE BOOK, SECTION 53) I2i 25 30 31] 1321 In3 46 MALL NEUTRAL PIER SHADED AREAS INDICATE EXISTING CONSTRICTION TO REMAIN (PATCH AS REQUIRED FOR PROPER FIRE RATE6) ST,UCTURAL. VERTICAL STEEL TUBE AND GUIDE FOR OVERHEAD GRILLE. SECURED TO STRICTURE ABOVE CENTERLINE OF OVERHEAD GRILLE. 5/8' TYPE 'X' DRYWALL ON EXISTING DEMISING, WALL, FLOOR TO DECK (VERIFY I- (EIGHT) METAL STUD BRACING OR FRAMINE AS REQUIRED CHECK- IN/WRAP 5TATION (VERIFY IF APPLICABLE) (FL, TO REFER TO KAY FIXTURE ECM SECTION 52) OFFICE DESK (FL. TO RJR TO KAY FIXTURE BOOK SECTION Si) BULLETIN BOARD (F.C. TO REFER TO KAY FIXTURE BOOK, SECTION 8J) SECURITY GATE ON DOUBLE ACTING HINGE (36" CLEAR WIDTH) FL. TO PREINSTALL POSTS WERE REQ'D. FOR ATTACHMENT. COAT RACK (SEE DETAIL 2/CI) ADJUSTABLE 16' DEEP 314' PLYWOOD SHELVING WITH WHITE MELAMINE FINISH ON 'GARCY''3225 DOUBLE SLOTTED STANDARDS WITH 'MESS HEAVY DUTY METAL BRACKETS (OR APPROVED EQUAL) AT 2' -0" O.C. (SEE DETAIL 3 /CI FOR INETALLATIO ) Ot-r10E CHAIRS AND BRIDAL CASE SEATING TUBBY UNIT FOR STOOK ROOM SHELVING: (PC. TO REFER TO KAY FIXTURE BOCK, SECTION 82) SAFE: 'JEUEL VAULT' MODEL JV6836, WEIGHT 4450 POUNDS, WITH PADS SUPPLIED BY 'ADT' (SEE DETAIL I/CI) LIGHT FIXTURE (RISER TO LIGHT FIXTURE SCHEDULE ON SHEET 'E2) 3/4" x 3/4' BRONZE FINISH METAL CHANNEL BETWEEN TENANT FINISH AND MALL FINISH ULTRASONIC CLEANER STAND (MOBILE WIT PROVIDED BY STIERuNo) NON- ILLUMINATED LOGO LETTERS FOR WALLS (WHEN APPLICABLE) (RJR TO SHEET'SI FOR CONDITIONS MD DETAILS) ILLUMINATED STOREFRONT SIGN LOGO (REFER TO SWEET'SI FOR CONDITIONS AND DETAILS) ILLUMINATED INTERIOR SIGN UNIT: INTERNALLY ILLUMINATED CABINET WITH FRAMED 'PLEXIGLAS'' 2146 IVORY PANEL MD APPLIED LOCO LETTERS (REFER TO SHEET 'A8 FOR DETAILS) STOCK ROOM TOWER SHELF UNIT (F.C. TO REFER TO KAY FIXTURE 800K, SECTION 8.5) DECORATIVE WALLS: 3/4" MDP. CONSTRICTION WITH UWE VIER FINISH ® SECURED TO WALLS BY INTERIOR BLOCKING. SUPPLIED BY F.C. MD INSTALLED BY GC,, SEE SHEET 'AS FOR DETAILS (F.C. TO REFER TO KAY FIXTURE BOOK, SECTION 60) VERTICAL WOOD TRIM: G.C. TO INSTALL - SEE SHEET 'AS FOR DETAIL (F.C, TO RErcR TO KAY FIXTURE SOCK, SECTION 613) ISLAND AND/OR MINI SERVICE DESK (VERIF't' IF APPLICABLE) SEE SWEET 'El FOR ELECTRICAL REQWREJ EENTS (PL. TO REFER TO KAY FIXTURE BOOK, SECTION 10) STS WPPORT FRAMINGs: LINTEL OF BOXED TYPE 8 "x16 GA METAL STUDS MO END STIFFENERS. SUPPORT BY JAMB COLUMNS OF BOXED Tr1 E 3 -5/8' x 14 GA METAL STUDS. LATERALLY BRACE TO STRUCTURE ABOVE (C.ONSTRICTION AND FASTENERS AS REQUIRED FOR MAXIMUM LOADS). GC. TO USE 'DIETRICH' COMPONENTS (OR EQUAL) AND TO FOLLOW MANUFACTURER'S CONSTRUCTION DETAILS FOR MAXIMUM LOAD DESIGNS. STOREFRONT SUPPORT FRAMING: DOUBLE LINTEL OF !BOXED TYPE 8" x !Fv GA METAL STUDS WIN VERTICAL STUDS SETILEEN AND END STIFFENERS. SUPPORT BY JAMB COLUMNS OF BOXED TYPE 3 -5/9" x 14 GA METAL STUDS. LATERALLY BRACE TO STRICTURE ABOVE (CONSTRICTION AND FASTENERS AS REQUIRED FOR MAXIMUM LOADS). GC. TO USE 'DEITRICH' STS (OR EQUAL) AND TO FOLLOW MANUFACTURER'S CONSTRICTION DETAILS FOR MAXIMUM LOAD DESIGNS. PLANTER UNIT AND/OR SIGN WALL (VERIFY IF APPLICABLE) (F.C. TO REFER TO KAY FIXTURE NOOK, SECTIONS 01 AND 8.S) STOCK ROOM POLISHER UNIT (VERIFY IF APPLICABLE) (F.C. TO REER TO KAY FIXTURE BOOK, SECTION 3.4) STOREFRONT REPAIR SHOP WINDOW UNIT: (VERILY IF APPLICABLE) 3/4" E'IDF WINDOW UNIT COh1STRJCTION W/ GLAZNG SUPPLIED BY P.C. tNIT TO BE INSTALLED BY G.C. WITHIN DRYWALL OPENING IN STOREFRONT CONSTRUCTION (SEE PLANS FOR REQUIRED OPENING). UNIT TO BE INSTALLED PRIOR TO INSTALLN& ADJACENT STORMONT FINISH PANELS, SEE SWEETS 1E t RP/ UNDER HOLOGRAM STORAGE UNIT- SEE 'Al2a FOR DETAILS DRINKING F UNTAIN -- ADA ACCESSIBLE -- MOUNT WITH SPOUT AT 36" AFF. -- SEE SWEET "AS FOR SPECIFICATION 41 (HI -LO IF INDICATED ON DRAWINGS) SERVICE SIN( -- 24x24 FLOOR MOUNTED SERVICE SINK UJ>TW 3' DRAIN AND SEPARATE FAUCET -- SEE SWEET AS FOR SPECIFICATION DECORATING SCHEDULE NOTE: ITEIIS LISTED ARE NOT NECESSARILY APPLICABLE AT ALL JOB LOCATIONS -- COORDINATE WITH PLANS. 1 LIMESTONE-POLISHED: JERUSALEM GOLD LIMESTONE, 12' x 12' x 3/8' POLISHED TILE FOR FLOOR AND IS' x 1S' x 3/8" AT I VJ STOREFRONT MD STOREFRONT BASE (UN.O.) (POLISH ALL EXPOSED EDGES ALL EXPOSED COWERS TO BE QUIRK MITRED). FLOOR TILES TO BE TREATED WITH 'MIRACLE SEALANCT''SII IMPREGNATOR FOR SLIP RESISTANCE PER ASTM CIO2S -89. CARPET BY TE=NANT. 0 VINYL COMPOSITION TILE, 'ARMSTRONG' IMPERIAL TEXTURE STANDARD EXCE" LCN 12" x12" x llt3''51335 FORTRESS U 1ITE 0 PLASTIC LAMINATE: wILSONART' °1531 -60 LIGHT BEIGE, TEXTURED FINISH PAINT, 'BENJAMIN MOORE' COLOR 'SUPER WHITE' FLAT FINISH PER CEILING, SOFFITS AND BULKHEAD. SEMI -GLOSS FINISH FOR WALLS 60 PAINT, 'SEER IN WILLIAMS' • 1021, LIELL -BRED BRAUN, FLAT FINISH FOR GRILLES SLOT, SATIN FINISH FOR FIXTURE WORK \_:./ FABRIC SELECTED BY TENANT ON UPSON VERT. PADS AND MASONITE HOR11 PADS El DISPLAY WINDOW MD SHOWCASES 0 SOLID SURFACE RESIN MATERIAL: 'HI -MACS' 4 502 ALMOND 0 PLASTIC LAMINATE: 'LAMINART' PEARLE C NCE'240C. -t, GOLD LEAF, TEXTURED \ LIMESTONE -HONED (OMEN APPLICABLE) : JERUSALEM GOLD LIMESTONE, 12" X 12' X 3/S" HONED TILE FOR WALLS (ALL �! EXPOSED CORNERS TO BE MITRED) 1Z PLASTIC LAMINATE: EMHART' PEAIE$CQQCE'240S -G GOLD LEAF, GLOSS FINISH MAPLE WOOD FINISH: 3/4' MDF PANELS TO BE ORDERED THRU 'DESIGNER SHOWCASES' , 330 -220 -8688. P.C. SHALL PROVIDE HARDWOOD TRIMS, VENEER EDGES, ETC., FINISHED TO MATCH. F.C. SHALL PROVIDE I PNT OF STAIN TO GC. FOR TOUCH -UP. GC. TO INSTALL ALL PANELS AND TRIMS WITH 'LIQUID NAILS FOR PANELING AND MOLDING' (USE FINISH NAILS IF NECESSARY) ® 4° VINYL WALL BASE: 'STOLER' ALLSTATE STYLE BASE - COLOR "15 (COVED) (TIN) 526 -1850 0 PAINT: 'PITTSBURGH PAINTS' "316 -3, ALMOND BRITTLE, SEMI -GLOSS (REPAIR SHOP WALL% UM91 APPLICABLE) 16 UTALLCOVER[NG: SUPPLIED BY TENANT AND INSTALLED BY G.C. 0 SALES AREA WALL BASE: 'JOHNSONITE' 4 1/2' 14. TIGHTLOCK CARPET BASE - COLOR "/a1 OLD GOLD (BY TENANT) 1$ PAINT: 'SHERWIN WILLIAMS' • 6368, !BAKELITE GOLD, FLAT FOR REVISALS, SEMI -GLOSS FOR OTHER FIXTURE WORT /7_,A, PORCELAIN TILE: 'DUBLIN STONE' COLOR 'f130051, IRISH GOLD NON -SLIP FINISH 12x12 IN TOILET ROOMS, ttflH MIN. 8' BASE. EDGE TO BE CMAMFERED AT STOREFRONT EXTERIOR PER CODS=. TILE MANUFACTURED SY AMERICAN FLORIN, DISTRIBUTED BY CERAMIC TILE DISTRIBUTORS, 216. 642.1111 `C"_7 WHITE FRP. WAINSCOT (TO 46' ON TOILET ROOM WALLS -- OTTER HEIGHTS AND LOCATIONS AS INDICATED ON PLANS) 21 PAINT: 'SHERJJJIN WILLIAMS' "HC -S. CI- ESTERTO N BUFF, FLAT -FOR STOREFRONT 22 LIMESTONE- POLISHED: CREMA CAFE LIMESTONE, 12' X12' X 3/5' POLISHED TILE FOR FLOOR MD STOREFRONT BASE. (POLISH ALL EXPOSED EDGES, ALL EXPOSED CORNERS TO BE QUIRK MITRED). FLOOR TILES TO BE TREATED UTM 'MIRACLE SEALANT' '511 IMPREGNATOR FOR SLIP RESISTANCE PER ASTM CIO28 -89. 3" x I/2" TM. HARDWOOD BASE WITH 1/4' RAD. EDGE PAINTED 'SI-TERUEL WILLIAMS' "1021, WELL-BRED EROIN, SATIN FINI°SM HERM ELC mII0mo Protect Dealgr: 4 Drawings 2001 Jsncen Architecture Original R'GGtatp Deafen Q 2006 Jence Archltcscturs MOIRA MOM 2116.7 81.01131 I AL 2 361.01 5229 __ . __ ... ___ --- , i r3 _E,, 1 JEfi°u?4E M. ROTHERUT..G I STATE OF NASIIIPIGTON 1 tEE CU Ea CD repo t. •i CD al .... 00. III Ili >= 273 0 TD ramo co 5229 JEii,^, °.v'E M. !irliEnttl ME OF ASE NGTDN REVOSOCAS tlC <4‹ cD REGISTER40 A RCHiTECT Tamar pia ersac, 2. I stock room side NOTE: CLOSER ATTACHED al STOCK ROOM SIDE sales area side 00''`' J DUNTIY LEVER FN1 OIL RUBBED BRONZE DETAIL 3' -3" TROUGH OP 1NG) 3' -0" (DOOR) DOOR TO STORAGE CLOSET (WHERE APPLICABLE) SIMILAR SEE PLAN FOR WIDTH AND RINSING INFORMATION. OMIT CLOSER AND PROVIDE LATCH AT STORAGE CLOSETS 3 0 G.C. TO VERIFY EXISTING CONCRETE SLAB, IF NOT EXISTING, POUR SLAB ON TENANT SIDE OF DEMISING WALL. VERIFY DIMENSIONS OF POUR M FIELD. SLAB TO BE 4" REINFORCED CONCRETE SLAB ON A 6 MIL. POLYETHYLENE BARREER,10/10 WAUM. AND A MINIMUM OF 4" POROUS FILL. SLAB TO BE POND SUCH THAT TENANT FLOOR FINISH SHALL MEET FLUSH WITH MALL FLOOR FINISH. SLAB LEVELING NOTE' GC. SHALL PATCH AND REPAIR SLAB SUCH THAT ALL HOLES, DEPRESSIONS, ETC. ARE PROPERLY FILLED AND THE SLAB IS LEVELED TO WITHN +/- V4'. G.C. SHALL REFERS ACE 'ATLAS CARPETING" SPECIFICATIONS FOR ADDITIONAL FLOOR PREPERATION REQUIRMENNTS. FOLLOWING DEMOLITION AND PATCHING/REPAIR OF SLAB, G.C. SHALL CALL CTS FLOORING (800- 444 -6281, CONTACT: JENNY HENRY) SO TWAT CTS MAY SCHEDULE TI-IEIR SITE INSPECTION PRIOR TO GC INSTALLING ANY FINISHES IN THE SALES AREA 'u' -8 I/2 toilet room 1 PORCELAIN TILE OVI=R 19 PORCELAIN MEMBRANE UP WALLS 4" MN. WITH =Ns. OT h TO 48' AFF. t 1ir11■■ ■■ ¶I•I►Q-;ui WIWI ° ralmigame 2 ■ ■ ■11■ ■i 1■111N -- i ■ Ii■ii ■1i ■■■ ■ ■ ■ ■ ■ ■IZ11i 1111 � a uminn` 111111111111111111111 LAMINATE FINISH ON BACK SIDE OF DOOR 112" X 2' BACK FRAME WITH LAMINATE FINISH 0 3/4" x 2" FRONT WITH LAMINATE FINISH G.C. TO UNDER • VINYL TILE tU -•LENT w 0 13/4" SOLID CORE WOOD DOOR WITH LAMINATE FIN! ON FRONT AND EDGES NOTE: DOOR AND JAMB SUPPLIED BY F.C. -- USE THE WORKING DR'WIM DETAILS TO SUPPLEMENT THE KAY FIXTURE BOCK DETAIL, SECTION 89 1■fll■ ■11i ■■ ■ ■ ■O ■f ■ uli u: ■■■■■ m I 'LITIMU ■ ■ ■ ■f■ ■f 1 ■i1li■■■ •f■ ■f Iii d liii•1■i1 1i■ ■ ■■ ■ ■11■1■ ■f ■■ ■1013 f 'EJf ■ ■1 ■1111■111ErU ■f / •f i ■■•ilr.a•fuif isemmensiono imommommim ►■■■■■■•f■■f i ■ ■■ ■■•1■ •L 1 •11111111111••• 1 ■ ■■ ■■ ■111•• ■ 1 11•1111111111111111111•111111 1•11111111111111111111• ►� ■ ■ ■ ■ ■f■■■_ 1.1111■ ■f!■ ■ 1■ ••••0 •■_ ifi�iii�iifi ■■�iNTaiiiiii ■■■■�NEwiiiiii■fh I�■ ■ru — fig■■"i©ri�� iramma.m ialiii"f■�■l�ii ■�f■f . e ._ _ 1 .' 11 lE•E• 1•■ ilrr�� Ii:1! ■iiilitlr 11���.■ ;_ "'" IlE •�� iii r�til■■I �i•� i■r�■� 1•■Itl�■K lE ®:mot &>v_ ®I IMifltil■ f■ N■' 1fi'■ f�■■■ ■'ir�i'■x�f■'i■MESEEMIlei■ialli �I•• �■��• I ■■f■f■'if�if■f■■�■'1■I■�fri '�i■f�■■"I■"i■f■f■■iifi■■■■■'li f_L.� ®� J ■iiw ■■ ■■iii ■1■i: ■Q■ ■■If■ ■moor 1� ■■ •■11O 1111111 ■ ■ ■1L /MIN .. ■ii!�1\ AMEN Ailk A6 0 0 • -„ „ �I . u _E s,■ _ ' - --■1EN IMF := menommkiiii � � INSi111■ r 111■11111 BAL. AMEN11111 iiiilr11111f e■ 1111■ ■1111111111111 S: 'Iii 11111 tll.'i.�a 11111111111 MINNA mops 1111111■ ■MINI■ 111111E11 1J'1lli ELME 111111■ 1111111111 MIME O 30I -I' G.C. TO EXTEND CARPET LNDER DOOR 50 THAT NO VINYL TILE IS VISIBLE WI-EN DOOR IS CLOSED e 0 -_ TYPICAL THROtYHOUT SALES AREA AND OFFICE -- SEE ELEVATIONS ON SHEET *A55 FOR LOCATIONS OF METALLIC GOLD WALL BASE n - i 1 ' -o r TILE DETAIL 3/4 " -1' -0" 3/8" LEAVE LINE 0 F : 'SCHULTER DECO TYPE MI-AE SOLID BRASS 1/4" UADE TILE EDGE FOR 3/8' TH. TILE 4- 18'x1S" TILE- FIELD CUT AS NEEDED / sales area ALL CARPET JOINTS TO BE HEAT TAPED AT I2' -0" O.C. ALL CARPET TO Be INSTALLED WITH NAP IN THE SAME DIRECTION A6) 3b' -10 •/8" /2 r / �- ■ ■1f/► ■ ■■■f I I ■ ■.Irf�I ■111 L— - - -J odour 1111 11111 NOW AMIN f111■111. AMMO 1111•111121111111111 � 11111■■aii■l� \ ,,,� ,..� . ■■' ■ ■c3fE ■mi■i ■mm■■Ir sa iEFIRIEA1si1!■ll limm ■ ■��i�- .immona=narais ms,• TILES TYR AT ALL L G. TO TILE BENEATH ENTRANCES SHOWCASE SO THAT NO CARPET 15 VISIBLE BENEATH SHOWCASE FLOOR FINISH PLAN 1/4''1' -0" NOTE: DIMENSIONS ON THIS PLAN ARE FROM FINISHED EDGE TO FINISHED EDGE UNLESS NOTED OTHERWISE. 8 3 / 4' -@" �r 1 LL L r 1 L J 4' -0 TYP. AT ALL ENTRANCES GC. TO EXTEND TILE BENEATH SHOWCASE SO THAT No CARPET IS VISIBLE BIATH SHOWCASE w 2' -I3/8" LL. 1' -0 5/S" LL NOTE: ALL CHANGES IN LEVEL OF FLOOR FINISHES TO COMPLY WITH ANSI 1 452 THE TRANSITION EIETWEEN E<ISTING MALL FLOORING AND WE NEW STORE FLOORING MUST BE FLUSH, SMOOTH AND EVEN. G.C. TO BUILD UP OR GRIND THE CONCRETE SSUEM OOR AS MAY BE REQUIRED TO ACHIEVE THIS FLUSH CONDITION. G.C. TO INSTALL A METAL TERRAZZO ANGLE WITH CONTROL JOINT SEALANT AGAINST THE MALL FLOORING TO BEGIN THE TR4NSITICN. JOINT COLOR TO COMPLEMENT THE COLOR OP THE MALL FLOORING. NOTE: G.C. TO INSTALL ONLY FULL TILES AT ENTRANCES EXCEPT WHERE NECESSITATED BY CORNERS AND WHERE PROHIBITED BY WALL OR COLUMN LOCATIONS (TYR) FLOOR FINISH TRANSITION NOTE: GC. SHALL VERIFY THAT THE MAXIMi'I THRESHOLD HEIGHT DOES NOT EXCEED I/2" LIMESTONE FINISH NOTE= G.C. TO MAKE ALL FLOOR CUTS AND FLOOR LEvELNG NECESSARY TO MAKE SURE THAT LIMESTONE FLOOR WILL BE FLUSH WITH MALL FINISHED FLOOR - ANY /ALL EXPOSED EDGES TO BE HIGHLY POLISHED. TYP. AT ALL ENTRANCES GC. TO EXTEND TILE ATH SHOWCASE SO THAT NO C IS VISIBLE BENEATI• ASE r 3/8' STONE TILE ON THIN SET BED MINIMUM THICKNESS AT DIVIDER STRIP ' RENO TYPE MTK -125 SOLID BRAD I/2" N. DIVIDER STRIP CARPET PADDING CONCRETE SLAB VINYL COMPOSITION TILE 'MERCER' VINYL CERCO EDGE 'r 4 365 IN TRACK 0 310 - LIGHT BEIGE 0 206 CARPET WITH LATEX EDGE PADDIN G STONE TO CARPET DETAIL 4,6 no scale CONCRETE SLAB C'LRPET TO VINYL DETAIL no scale VINYL COMPOSITION TILE 'NATURAL MARBLE' 2 "x36" SINGLE BEVEL 3/8" T14. MARBLE THRESHOLD - TOP OF THRESHOLD NOT TO EXCEED Imo• AFP. PORCELAM TILE ON MORTAR BED CONCR'E'TE SLAB 1111111111 111111111 .R rEririrr .riiifrfi /ACM nnesunmrn - v I5 1 ; 1!11PP!iiimIi PORCELAIN TILE TO VINYL DETAIL ; no scale �.. n 1. tD OD t. COPT. COD t. 0 a 0.01.1AG \TOO NOTE: ALL CI- LANCES IN LEVEL OP FLOOR FINISI4E5 TO COMPLY WIN ANSI s' 4.52 FLOOR FINISH NOTES: 1. REMOVE ALL FLOOR COVERINGS AS REQUIRED IN DEMOLITION ZONE INCLUDING CARPET, TILE, AND RESILIENT FLOORING, AND ALL OT14ER MATERIALS. REMOVE ALL ADHESIVE, GROUTS, AND SETTING BEDS USING SOLVENTS AND /OR GRINDHS AS REG2'D, LEAVE FLOOR READY TO RECEIVE A NEW FINISH MATERIAL. Z. PREPARE A LEVEL AND SMOOTH SURFACE THROUGHOUT THE PROJECT AREA. USE AN APPROPRIATE LEVELIN& COMPOUND WHEREVER REQUIRED TO ESTABLISH A FLAT 4 LEVEL FLOOR SURFACE FOR THE NEW FLOOR MATERIALS. 3. FILL ALL FLOOR PENETRATIONS NOT IN USE WITH GROUT SO THAT THEY ARE LEVEL AND FLUSH WITH THE ADJACENT FLOOR FEATHER GROUT To MERGE ANY ABRUPT LEVEL CHANGES SO ENTIRE FLOOR IS FREE OF IRREGULARITIES. RECE MAY PERMIT 5229 REGISTER D tL ARCHITECT JEROME M. fOTEJIUERI STATE OF 4 Pro,Jsct Design i Drawings ® 2001 Jencen Architecture Original Prototype Desi © 2006 Jencen Architecture zoo8 ENIU JEKICIEK ARCHOTECTURE 2850 NCO & CIIEV ESL kip ° 1 : r-{ig ,i 44 MEE 218,781,0181 F L 5219 ------ r R E; , Sfr R T -. LtT I T mi N. V.) Y1 E[,.: .J f AT OF 'ti't1SHIN (7'SN ,,,,, NEVOSOONIS IL Ct tO } 2 c 4 NUtE rnmaTiln !IMAM Win MSC. IFINOSII�� l PUN DEMISNG WALL 6" x 18 GA. x 15/8" FLANGE JOISTS AT 16" O.C. WITH *5/16' CORR3SATED 24 GA METAL DECK ON TOP AND W8" T FE 'X' DRYWALL ON UNDERSIDE AT T -6" AFF. NOV; G.C. MAY SU35TLTLAE 3/4" FIRE RATED PLYWOOD FOR CORRZATED METAL DE=CKING *IF ALLOWED BY LOCAL CODE NOTE: ALLOWABLE LIVE LOAD a 125ps4 STOP DECKING ON STOCK ROOM SIDE OF EXTENDED WALL W1-EN APPLICABLE S/8' TYPE 'x' DRYWALL ON 3 -5/8' x 18 CIA. METAL STUDS AT 16" O.C. STUDS AND DRYWALL TO T -6" APE. AGAINST DEMI$IN1: WALL. NOTE: IF WALL SEPARATES STOCK/SALES AREA CONTINUE STUDS ABOVE JOISTS TO b" ABOVE CEILING TOILET ROO DECK SECTION 7 " -1' -0' T1' -8 I/2' NOTE: NO COMBUSTIBLE MATERIALS ALLOWED ABOVE CEILING. toilet room DECKM AS REQ'D, ABOVE TOILET ROOM ON 6" x i8 GA FETAL 'C JOISTS AT 16" Q.C. WITH 5/8' TYPE 'X' DRYWALL CN UNDERSIDE AT 'I' -3' APP. PAINTED \ 1" X 4' WOOD CAP 20 GA TRACK CONT. IS GA, WEB STIFFiIER AT JOIST BEARING ALIGN STUDS AND JOISTS TOILET SECTIO (2) 92 SCREWS AT EA JOIST 18 GA TRACK CONT. 5/5 TYPE 'X' DRYWALL CN 3 -5/8" x18 GA METAL STUDS AT 16" O.C. 3O' -t" OOM DECK 1-0" '"L9'- 1 3/8" LEASE LINE EQ P 69' -`1 3/8" LEASE LINE @o t�' -0" AFF. (TYP.) BLACK PAINTED BOWED ALU NLIM SIGN CABINET AT t0 ARP, SEE S14EET SI FOR DETAILS (TYP. OF 3) GRILLE LOT O (STORE SIDE) I0' -0' ARP. ARCHITECTURAL REFLECTED CEILING PLAN 1/4 " -1' -0° FeEtuRs TO GLASS Borrcti FLANGE OF BEAM LNIST1a,IT P2824 BM CLAMP In' DIA THREADED STEEL ROD (48' O.C. -- 80T14 DIRECTIONS) S) SECURE I LO•( I tf1" BLACK ANGLE IRON WITH LOGO NUTS AS SI OLK JOIST ATTACHMENT DETAIL (connection to bottom chord of joist) no scale NOTE: BLACK IRON OR `UNISTRUT' SYSTEM MUST BE USED FOR THE PURPOSE OF SUSPENDING ALL DRYWALL SOFFITS. CEILINGS WITH USCG OR EQUAL SUSPENSION SYSTEMS MAY BE SUPPORTED FROM LANDLORD JOISTS WITH 12 GA. WIRES AT 4`.0" ON CENTER IN EACH DIRECTION WITH SAME SIZE WIRE AT 12' -0' INTERVALS FOR DIACONAL SUPPORT err■ fK1Ii1Y�'ri>r><y >.rw 1141111011111 Ill i11I1 11 �1 ri�illrwlllr Ili ■><iili' 11+X31 )%311111 11 11111 L 11Ell�� GRID START PotNT WAS. BELOW (T AT - ' -0" AFF.) 1' - 1 314' I0' -0" sales area 2' -1" 2 6' -2 UZ' E � G.C. TO INSTALL 3/4' -CCM BACKING BEHIND GYP EID, AL CEILINCI AT I1'-10" AFF. IRE AI EA (TYP. BOTH SID 5) I EGGCRATE BY GO. - E; SECTION 'A' SHEET +A1 , 1 it -6" 10-S" w i t iimpris gimiosii miliiin iimmaii 1 1 l I I WW1 I mommilus iiirliii p' -5 3/4" 1 1 V2" "'"r:` VARIE I L ajming stock room 2x4 LAY -IN CEILING AT I2' -0' AFF EXTEND GRID OVER TOILET ROOM DECK (9140(L .4 DASHED) !!n1l"M..", I MMIUllll iN1MiUI1Ig l A111I1 Hail ,��II<».1L.11t-� l i Ilflhlun i ii1icriu ivi millithimatii mlinIill I � _ _ _ _ i „ mum a I 1. >=GI EQ 12 -2 1 ° SIGN P • II!! N OTE 'A' EQ CG2 1 III 36' -I0 BLACK PAINTED BOWED ALUMINUM SIGN CABINET AT I0' -0" AFF SEE SHEET SI FOR DETAILS (TYP. OF 3) O GRILLE SLOT (STORE SIDE) 10' -0' AFF. 1' NOTE: DIMENSIONS ON THIS PLAN ARE FROM FINISHED FACE OF DRYWALL TO FINISHED FACE OF DRYWALL UNLESS NOTED OTHERWISE 1)01 2' -I 3/3 Ll. ' -0 518" LL er NOTE 'A': G.C. TO FRAME OPENING FOR ILLUMINATED SIGN -- EXPOSED PORTION IS BLACK ENAMEL FINISH BY SIGN CCNTR -- REFER TO DETAILS ON SHEET *S1 W. TO ENSURE THAT V4' REVEALS IN UNDERSIDE OF ENTRANCE SOFFIT ALIGN WITI4 REVEALS ON FRONT OF FASCIA (TYP. AT ALL ENTRANCES) 10' -0" AFF. 10' -0' APP. O GRILLE SLOT (STORE SIDE) 5 GA GALVANIZED WIRE 48" O.C. ATTACHED TO 13LAC1C IRON SUSPENSION SYSTEM (SEE JOIST ATTACHMENT DETAIL TNIS SHEET) NOTE; CEILING TO BEAR MINI7IIM 1 HR. FIRE RATING PER U1-. DESIGN '0502/P230 -3417. SUSPENSION SYSTEM TO EE PER A5TM 0635 COLD ROLLED STEEL MAIN TEES AND CROSS TEES. MEETS !CEO • 1934 AND CALIFORNIA RESEARCH REPORT 0 24095 'DOW RIGID X SUSPETIStCN SYSTEM CROSS TEE s DXL424 'DG N' RIGID x SUSPENSION SYSTEM MAIN TEE 4 ' RI-V12 DRYWALL CEILING 5/8" TYPE '}X' DRYWALL CEILING ATTACHED TO CROSS TEES WITH FASTENERS AS RECUIRED FOR MAXIMUM WEIGHT SUPPORT S GA. GALVANIZED WIRE 48' 0C. ATTACHED TO BLACK IRON SUSPENSION SYSTEM (SEE JOIST ATTACHMENT DETAIL 11-115 5I -EET) 'ARMSTRa1 ' PRELUDE FIREGUARD SERIES • 8300 $.1SPENSICN SYSTEM FOR LAY -IN CEIL11.s -- CROSS TEES TO JOIN MAIN BEAM WITH POSITIVE INTERLOCK SYSTEM ACOUSTICAL CEILING CEILING SUSPE SION DETAILS f ull s c a@ e C TH M,6N FACrURER'S RE= COC'i�IENDATIG ALL APPLICABLE CODES AND ACCEPTED CONSTRUCTION STANDARDS. 3/4" MDF. PANEL WI WOOD VENEER FINISH grille slot E half scale 3/4' MDF, PANEL LW WOOD VENEER FINISH 3 /4 /4" SOLID WOOD TRIM 1tl/ I /4'xt/8' REVEALS PAINTED 18 TRY SOFFIT DETAIL 3/4' M.D.F. PANEL LW WOOD VENEER FINISH OD C ONPP WW1 ETI V■0 1 y 2\ a '� 0uio RECEIVE': W' MAY ® 8 2008 PERMIT CENT& DRAFTER/ t'roJ ct Design a Drawinga © 2001 Jenren Architecture Orlglnal I "otr:tips Design Q 2006 Jane+► Architecture JEKICEK AGICU llO 1! l5 `V� LI URE RETi lCL DEMON 2850 ECM SEE 9 ��' i' 1 PRIME 21828W131 f A a ? i MAW ]EROUE 14. t137gEliaaG STATE OF ki/ASllINGTON 1= - GO GO ad 0 CO !LW 1� PM 0 CO QS s219 ,2,• . R? IS iERi°; 1 r r •., t r�tiCI ,. REVOSOOKIS C REFLECTED CRUM PLAN A C STRUCTOON DETAILS !L 3/20108 REASED PER STERLING 4 LANDLORD RICHARD R. JENCEN ASSOCIATES l l l I -L _ -- n I \ AF . :37 s"- 0 m . \ \ \ \ 00 111-6" AF: 9 0 Apt A 4\ I \ 12' 40 3/8" 1 `1' -11 V4" -</) \ ) v P-5 Ye 3' -6' (14O1.D I J I (. I I I -, _ — ,� I \� L - r1 ROOM ►mot I I I I I I n r I t i I DEMISNG WALL 6" x 18 GA. x 15/8" FLANGE JOISTS AT 16" O.C. WITH *5/16' CORR3SATED 24 GA METAL DECK ON TOP AND W8" T FE 'X' DRYWALL ON UNDERSIDE AT T -6" AFF. NOV; G.C. MAY SU35TLTLAE 3/4" FIRE RATED PLYWOOD FOR CORRZATED METAL DE=CKING *IF ALLOWED BY LOCAL CODE NOTE: ALLOWABLE LIVE LOAD a 125ps4 STOP DECKING ON STOCK ROOM SIDE OF EXTENDED WALL W1-EN APPLICABLE S/8' TYPE 'x' DRYWALL ON 3 -5/8' x 18 CIA. METAL STUDS AT 16" O.C. STUDS AND DRYWALL TO T -6" APE. AGAINST DEMI$IN1: WALL. NOTE: IF WALL SEPARATES STOCK/SALES AREA CONTINUE STUDS ABOVE JOISTS TO b" ABOVE CEILING TOILET ROO DECK SECTION 7 " -1' -0' T1' -8 I/2' NOTE: NO COMBUSTIBLE MATERIALS ALLOWED ABOVE CEILING. toilet room DECKM AS REQ'D, ABOVE TOILET ROOM ON 6" x i8 GA FETAL 'C JOISTS AT 16" Q.C. WITH 5/8' TYPE 'X' DRYWALL CN UNDERSIDE AT 'I' -3' APP. PAINTED \ 1" X 4' WOOD CAP 20 GA TRACK CONT. IS GA, WEB STIFFiIER AT JOIST BEARING ALIGN STUDS AND JOISTS TOILET SECTIO (2) 92 SCREWS AT EA JOIST 18 GA TRACK CONT. 5/5 TYPE 'X' DRYWALL CN 3 -5/8" x18 GA METAL STUDS AT 16" O.C. 3O' -t" OOM DECK 1-0" '"L9'- 1 3/8" LEASE LINE EQ P 69' -`1 3/8" LEASE LINE @o t�' -0" AFF. (TYP.) BLACK PAINTED BOWED ALU NLIM SIGN CABINET AT t0 ARP, SEE S14EET SI FOR DETAILS (TYP. OF 3) GRILLE LOT O (STORE SIDE) I0' -0' ARP. ARCHITECTURAL REFLECTED CEILING PLAN 1/4 " -1' -0° FeEtuRs TO GLASS Borrcti FLANGE OF BEAM LNIST1a,IT P2824 BM CLAMP In' DIA THREADED STEEL ROD (48' O.C. -- 80T14 DIRECTIONS) S) SECURE I LO•( I tf1" BLACK ANGLE IRON WITH LOGO NUTS AS SI OLK JOIST ATTACHMENT DETAIL (connection to bottom chord of joist) no scale NOTE: BLACK IRON OR `UNISTRUT' SYSTEM MUST BE USED FOR THE PURPOSE OF SUSPENDING ALL DRYWALL SOFFITS. CEILINGS WITH USCG OR EQUAL SUSPENSION SYSTEMS MAY BE SUPPORTED FROM LANDLORD JOISTS WITH 12 GA. WIRES AT 4`.0" ON CENTER IN EACH DIRECTION WITH SAME SIZE WIRE AT 12' -0' INTERVALS FOR DIACONAL SUPPORT err■ fK1Ii1Y�'ri>r><y >.rw 1141111011111 Ill i11I1 11 �1 ri�illrwlllr Ili ■><iili' 11+X31 )%311111 11 11111 L 11Ell�� GRID START PotNT WAS. BELOW (T AT - ' -0" AFF.) 1' - 1 314' I0' -0" sales area 2' -1" 2 6' -2 UZ' E � G.C. TO INSTALL 3/4' -CCM BACKING BEHIND GYP EID, AL CEILINCI AT I1'-10" AFF. IRE AI EA (TYP. BOTH SID 5) I EGGCRATE BY GO. - E; SECTION 'A' SHEET +A1 , 1 it -6" 10-S" w i t iimpris gimiosii miliiin iimmaii 1 1 l I I WW1 I mommilus iiirliii p' -5 3/4" 1 1 V2" "'"r:` VARIE I L ajming stock room 2x4 LAY -IN CEILING AT I2' -0' AFF EXTEND GRID OVER TOILET ROOM DECK (9140(L .4 DASHED) !!n1l"M..", I MMIUllll iN1MiUI1Ig l A111I1 Hail ,��II<».1L.11t-� l i Ilflhlun i ii1icriu ivi millithimatii mlinIill I � _ _ _ _ i „ mum a I 1. >=GI EQ 12 -2 1 ° SIGN P • II!! N OTE 'A' EQ CG2 1 III 36' -I0 BLACK PAINTED BOWED ALUMINUM SIGN CABINET AT I0' -0" AFF SEE SHEET SI FOR DETAILS (TYP. OF 3) O GRILLE SLOT (STORE SIDE) 10' -0' AFF. 1' NOTE: DIMENSIONS ON THIS PLAN ARE FROM FINISHED FACE OF DRYWALL TO FINISHED FACE OF DRYWALL UNLESS NOTED OTHERWISE 1)01 2' -I 3/3 Ll. ' -0 518" LL er NOTE 'A': G.C. TO FRAME OPENING FOR ILLUMINATED SIGN -- EXPOSED PORTION IS BLACK ENAMEL FINISH BY SIGN CCNTR -- REFER TO DETAILS ON SHEET *S1 W. TO ENSURE THAT V4' REVEALS IN UNDERSIDE OF ENTRANCE SOFFIT ALIGN WITI4 REVEALS ON FRONT OF FASCIA (TYP. AT ALL ENTRANCES) 10' -0" AFF. 10' -0' APP. O GRILLE SLOT (STORE SIDE) 5 GA GALVANIZED WIRE 48" O.C. ATTACHED TO 13LAC1C IRON SUSPENSION SYSTEM (SEE JOIST ATTACHMENT DETAIL TNIS SHEET) NOTE; CEILING TO BEAR MINI7IIM 1 HR. FIRE RATING PER U1-. DESIGN '0502/P230 -3417. SUSPENSION SYSTEM TO EE PER A5TM 0635 COLD ROLLED STEEL MAIN TEES AND CROSS TEES. MEETS !CEO • 1934 AND CALIFORNIA RESEARCH REPORT 0 24095 'DOW RIGID X SUSPETIStCN SYSTEM CROSS TEE s DXL424 'DG N' RIGID x SUSPENSION SYSTEM MAIN TEE 4 ' RI-V12 DRYWALL CEILING 5/8" TYPE '}X' DRYWALL CEILING ATTACHED TO CROSS TEES WITH FASTENERS AS RECUIRED FOR MAXIMUM WEIGHT SUPPORT S GA. GALVANIZED WIRE 48' 0C. ATTACHED TO BLACK IRON SUSPENSION SYSTEM (SEE JOIST ATTACHMENT DETAIL 11-115 5I -EET) 'ARMSTRa1 ' PRELUDE FIREGUARD SERIES • 8300 $.1SPENSICN SYSTEM FOR LAY -IN CEIL11.s -- CROSS TEES TO JOIN MAIN BEAM WITH POSITIVE INTERLOCK SYSTEM ACOUSTICAL CEILING CEILING SUSPE SION DETAILS f ull s c a@ e C TH M,6N FACrURER'S RE= COC'i�IENDATIG ALL APPLICABLE CODES AND ACCEPTED CONSTRUCTION STANDARDS. 3/4" MDF. PANEL WI WOOD VENEER FINISH grille slot E half scale 3/4' MDF, PANEL LW WOOD VENEER FINISH 3 /4 /4" SOLID WOOD TRIM 1tl/ I /4'xt/8' REVEALS PAINTED 18 TRY SOFFIT DETAIL 3/4' M.D.F. PANEL LW WOOD VENEER FINISH OD C ONPP WW1 ETI V■0 1 y 2\ a '� 0uio RECEIVE': W' MAY ® 8 2008 PERMIT CENT& DRAFTER/ t'roJ ct Design a Drawinga © 2001 Jenren Architecture Orlglnal I "otr:tips Design Q 2006 Jane+► Architecture JEKICEK AGICU llO 1! l5 `V� LI URE RETi lCL DEMON 2850 ECM SEE 9 ��' i' 1 PRIME 21828W131 f A a ? i MAW ]EROUE 14. t137gEliaaG STATE OF ki/ASllINGTON 1= - GO GO ad 0 CO !LW 1� PM 0 CO QS s219 ,2,• . R? IS iERi°; 1 r r •., t r�tiCI ,. REVOSOOKIS C REFLECTED CRUM PLAN A C STRUCTOON DETAILS !L 3/20108 REASED PER STERLING 4 LANDLORD RICHARD R. JENCEN ASSOCIATES [TO �� - 9 1 AF . :37 s"- 0 S, • ,\ 00 111-6" AF: /N d (M SIC 12' 40 3/8" / PLYWOOD DVE FINISH -6" x3' -6" I L I J DEMISNG WALL 6" x 18 GA. x 15/8" FLANGE JOISTS AT 16" O.C. WITH *5/16' CORR3SATED 24 GA METAL DECK ON TOP AND W8" T FE 'X' DRYWALL ON UNDERSIDE AT T -6" AFF. NOV; G.C. MAY SU35TLTLAE 3/4" FIRE RATED PLYWOOD FOR CORRZATED METAL DE=CKING *IF ALLOWED BY LOCAL CODE NOTE: ALLOWABLE LIVE LOAD a 125ps4 STOP DECKING ON STOCK ROOM SIDE OF EXTENDED WALL W1-EN APPLICABLE S/8' TYPE 'x' DRYWALL ON 3 -5/8' x 18 CIA. METAL STUDS AT 16" O.C. STUDS AND DRYWALL TO T -6" APE. AGAINST DEMI$IN1: WALL. NOTE: IF WALL SEPARATES STOCK/SALES AREA CONTINUE STUDS ABOVE JOISTS TO b" ABOVE CEILING TOILET ROO DECK SECTION 7 " -1' -0' T1' -8 I/2' NOTE: NO COMBUSTIBLE MATERIALS ALLOWED ABOVE CEILING. toilet room DECKM AS REQ'D, ABOVE TOILET ROOM ON 6" x i8 GA FETAL 'C JOISTS AT 16" Q.C. WITH 5/8' TYPE 'X' DRYWALL CN UNDERSIDE AT 'I' -3' APP. PAINTED \ 1" X 4' WOOD CAP 20 GA TRACK CONT. IS GA, WEB STIFFiIER AT JOIST BEARING ALIGN STUDS AND JOISTS TOILET SECTIO (2) 92 SCREWS AT EA JOIST 18 GA TRACK CONT. 5/5 TYPE 'X' DRYWALL CN 3 -5/8" x18 GA METAL STUDS AT 16" O.C. 3O' -t" OOM DECK 1-0" '"L9'- 1 3/8" LEASE LINE EQ P 69' -`1 3/8" LEASE LINE @o t�' -0" AFF. (TYP.) BLACK PAINTED BOWED ALU NLIM SIGN CABINET AT t0 ARP, SEE S14EET SI FOR DETAILS (TYP. OF 3) GRILLE LOT O (STORE SIDE) I0' -0' ARP. ARCHITECTURAL REFLECTED CEILING PLAN 1/4 " -1' -0° FeEtuRs TO GLASS Borrcti FLANGE OF BEAM LNIST1a,IT P2824 BM CLAMP In' DIA THREADED STEEL ROD (48' O.C. -- 80T14 DIRECTIONS) S) SECURE I LO•( I tf1" BLACK ANGLE IRON WITH LOGO NUTS AS SI OLK JOIST ATTACHMENT DETAIL (connection to bottom chord of joist) no scale NOTE: BLACK IRON OR `UNISTRUT' SYSTEM MUST BE USED FOR THE PURPOSE OF SUSPENDING ALL DRYWALL SOFFITS. CEILINGS WITH USCG OR EQUAL SUSPENSION SYSTEMS MAY BE SUPPORTED FROM LANDLORD JOISTS WITH 12 GA. WIRES AT 4`.0" ON CENTER IN EACH DIRECTION WITH SAME SIZE WIRE AT 12' -0' INTERVALS FOR DIACONAL SUPPORT err■ fK1Ii1Y�'ri>r><y >.rw 1141111011111 Ill i11I1 11 �1 ri�illrwlllr Ili ■><iili' 11+X31 )%311111 11 11111 L 11Ell�� GRID START PotNT WAS. BELOW (T AT - ' -0" AFF.) 1' - 1 314' I0' -0" sales area 2' -1" 2 6' -2 UZ' E � G.C. TO INSTALL 3/4' -CCM BACKING BEHIND GYP EID, AL CEILINCI AT I1'-10" AFF. IRE AI EA (TYP. BOTH SID 5) I EGGCRATE BY GO. - E; SECTION 'A' SHEET +A1 , 1 it -6" 10-S" w i t iimpris gimiosii miliiin iimmaii 1 1 l I I WW1 I mommilus iiirliii p' -5 3/4" 1 1 V2" "'"r:` VARIE I L ajming stock room 2x4 LAY -IN CEILING AT I2' -0' AFF EXTEND GRID OVER TOILET ROOM DECK (9140(L .4 DASHED) !!n1l"M..", I MMIUllll iN1MiUI1Ig l A111I1 Hail ,��II<».1L.11t-� l i Ilflhlun i ii1icriu ivi millithimatii mlinIill I � _ _ _ _ i „ mum a I 1. >=GI EQ 12 -2 1 ° SIGN P • II!! N OTE 'A' EQ CG2 1 III 36' -I0 BLACK PAINTED BOWED ALUMINUM SIGN CABINET AT I0' -0" AFF SEE SHEET SI FOR DETAILS (TYP. OF 3) O GRILLE SLOT (STORE SIDE) 10' -0' AFF. 1' NOTE: DIMENSIONS ON THIS PLAN ARE FROM FINISHED FACE OF DRYWALL TO FINISHED FACE OF DRYWALL UNLESS NOTED OTHERWISE 1)01 2' -I 3/3 Ll. ' -0 518" LL er NOTE 'A': G.C. TO FRAME OPENING FOR ILLUMINATED SIGN -- EXPOSED PORTION IS BLACK ENAMEL FINISH BY SIGN CCNTR -- REFER TO DETAILS ON SHEET *S1 W. TO ENSURE THAT V4' REVEALS IN UNDERSIDE OF ENTRANCE SOFFIT ALIGN WITI4 REVEALS ON FRONT OF FASCIA (TYP. AT ALL ENTRANCES) 10' -0" AFF. 10' -0' APP. O GRILLE SLOT (STORE SIDE) 5 GA GALVANIZED WIRE 48" O.C. ATTACHED TO 13LAC1C IRON SUSPENSION SYSTEM (SEE JOIST ATTACHMENT DETAIL TNIS SHEET) NOTE; CEILING TO BEAR MINI7IIM 1 HR. FIRE RATING PER U1-. DESIGN '0502/P230 -3417. SUSPENSION SYSTEM TO EE PER A5TM 0635 COLD ROLLED STEEL MAIN TEES AND CROSS TEES. MEETS !CEO • 1934 AND CALIFORNIA RESEARCH REPORT 0 24095 'DOW RIGID X SUSPETIStCN SYSTEM CROSS TEE s DXL424 'DG N' RIGID x SUSPENSION SYSTEM MAIN TEE 4 ' RI-V12 DRYWALL CEILING 5/8" TYPE '}X' DRYWALL CEILING ATTACHED TO CROSS TEES WITH FASTENERS AS RECUIRED FOR MAXIMUM WEIGHT SUPPORT S GA. GALVANIZED WIRE 48' 0C. ATTACHED TO BLACK IRON SUSPENSION SYSTEM (SEE JOIST ATTACHMENT DETAIL 11-115 5I -EET) 'ARMSTRa1 ' PRELUDE FIREGUARD SERIES • 8300 $.1SPENSICN SYSTEM FOR LAY -IN CEIL11.s -- CROSS TEES TO JOIN MAIN BEAM WITH POSITIVE INTERLOCK SYSTEM ACOUSTICAL CEILING CEILING SUSPE SION DETAILS f ull s c a@ e C TH M,6N FACrURER'S RE= COC'i�IENDATIG ALL APPLICABLE CODES AND ACCEPTED CONSTRUCTION STANDARDS. 3/4" MDF. PANEL WI WOOD VENEER FINISH grille slot E half scale 3/4' MDF, PANEL LW WOOD VENEER FINISH 3 /4 /4" SOLID WOOD TRIM 1tl/ I /4'xt/8' REVEALS PAINTED 18 TRY SOFFIT DETAIL 3/4' M.D.F. PANEL LW WOOD VENEER FINISH OD C ONPP WW1 ETI V■0 1 y 2\ a '� 0uio RECEIVE': W' MAY ® 8 2008 PERMIT CENT& DRAFTER/ t'roJ ct Design a Drawinga © 2001 Jenren Architecture Orlglnal I "otr:tips Design Q 2006 Jane+► Architecture JEKICEK AGICU llO 1! l5 `V� LI URE RETi lCL DEMON 2850 ECM SEE 9 ��' i' 1 PRIME 21828W131 f A a ? i MAW ]EROUE 14. t137gEliaaG STATE OF ki/ASllINGTON 1= - GO GO ad 0 CO !LW 1� PM 0 CO QS s219 ,2,• . R? IS iERi°; 1 r r •., t r�tiCI ,. REVOSOOKIS C REFLECTED CRUM PLAN A C STRUCTOON DETAILS !L 3/20108 REASED PER STERLING 4 LANDLORD RICHARD R. JENCEN ASSOCIATES C C - 3'- 101/2' 4-8 CEE ,, _ it U ALL DECORATIVE PANELS AND PILASTERS TO BE FURNISHED BY F.C. AND INSTALLED BY G.C. UNLESS NOTED OTHERWISE NOTE: GRAIN IN WOOD VENEER ON WALL PANELS TO RUN IN THE VERTICAL DIRECTION. CEILING LINE 1 112" 3/4' L `.1' 1,3/4'1 MURAL SECTION Asi half scale NOTE: G.C. SHALL INSTALL MURAL(S) PER INSTRUCTIONS PROVIDED BY F.C. VINYL WALLCOVERING ON 5/8" TYPE x' DRYWALL OVER METAL STUD CONSTRT.ICTTCN To CEILING NOTE, REFER TO FIXTURE FLOOR PLAN TO VERIFY IF CONSTRUCTION IS AS SHOWN OR MIRROR IMAGE. FACE OF METAL WALL STUD 1/2" x 1 -1/2" SOLID WOOD BLOCK GLUED IN PLACE STAINED TO MATCH T\ FIXED 314 "x6" PLYrOD SCREWED INTO EVERY METAL STUD -- CONTINUOUS BEHIND MURAL 4" MASONITE STOP AROUND PERIMETER OF FRAME (TO HOLD 111.1RAAL IN PLACE) -- SCREW INTO BACK OF FRAME -FACE OF DRYWALL 1/4' MASGNITE STOP AROUND PERIMETER OF FRAME (TO HOLD MURAL IN PLACE) -- SCREW INTO BACK CF FRAME NOTCH TOP OF Donal PALL TO RECEIVE V4" MASONITE STOP SCREW BOTTOM FRAME INTO EVERY METAL. STUD BEHIND MURAL AFTER TOP FRAME IS SECURED AMNATE FINISFED BASE SCRIBE TO FLOOR LINE WALL TRIM DETAIL 3w=1 O FNISI4 ALL EDGES 0 , WOOD VENEER FINISHED 3/4" MDR FACE FRAME AND 3/4' BACKING FRAME ATTACHED BLOCKING TO TERMINATE AT 9' -5" AFF. TO AVOID CONFLICT U 1.16" HORIZONTAL WOOD BLOCKING 1 111" X 1/4" REMOVABLE MASONITE STOP FACE CF DRYWALL 11/4' — WALL LINE 1 /4" N. PLEXIGLAS *2146 IVORY PANEL V4" TI-I. WITH 1/26' Vf_lCORNERS ADHERED TO MDF FRAME I/4" H. x VS' D. NOTCH PAINTED (SAME ON SIDE RETURNS) Ii II/2 3 W 1" 4' FIUME AND 13AGKMCs 1/16" S 4lP8 FROM P.C., AS 01E PIECE SHIM SPACE MURAL PROVIDED BY TENANT AND INSTALLED BY GC. - CONCEALED BY OvERL.APPiNG WOOD FRAME rcil MURAL DETAIL � half scale 51/2' • • • • • • • • SIGN UNIT DETAIL half scale BLOCK 1 x FOR PANELS NOTCHED INTO VERTICAL I3LOCKINCs - SUPPLIED BY F.C. AND INSTALLED BY GC. (TYPO LATINATE BASE PANEL SCRIBE Donal To FIT BASE DETAIL half scale n CEILING LINE: 1/2" x 1 -1/2' SOLID woo BLOCK GLUED IN PLACE STAINED TO MATCH T -5 FLUORESCENT TUBES 3000K - a-- WALL LINE --I/4" N. SOLID SURFACE MATERIAL WITH I/I6' RAD. CORERS ADHERED TO WOOD FRAME SIGN UNIT DETAIL half scale 3/4' V4" TI-I. PLEXIGLAS 0 2146 IVORY PANEL I/4" TH. MASONITE SACK PANEL PAINTED SILK 1591 FLAT LATEX T-5 FLUORESCENT TUBE 3000K 3 /4 "xI 1R' SOLID WOOD RETUR4 STAINED TO MATCH 0, HEAVY DUTY PIANO HINGEPAINT TO MATCH (8) T5 -3000K FLUOR TUBES OvERLAPPED I/4 "TN PvC CUT OUT LOGO SY SC, PAINTED LABEL W/ CLEANING INSTR. (TYP.) MAGNETIC TOUCH LATCH I/4 "W, X I /8'P. REVEALS 11 n NOTE, F.C. SHALL CUT 10" X 1' -2' OPENING IN PANEL FOR ELECT. ACCESS 11.11ERE DESKS OCCUR - SEE PLANS TO VERIFY LOCATIONS 3' - 1112' SIGN I. NR 4' - 6 V1" MURAL FRATIt! CEILING LINE 1 0, rr UNIT TO BE BOLT SECURED TO METAL STUDS (MINI) 38 TOP PANEL AND SIDES TO BE INSTALLED TIGHT TO CEILING 8 BLOCKING FOR PANELS NOTCHED INTO VERTICAL BLOCKING - SUPPLIED BY F.C. AND INSTALLED ' BY G.C. (TYP) 3/4" MAR WALL PANELS WITH REVEALS - RETURN ON SIDES I/4 "WXI/8 "D. REVEALS PAINTED (TYP) — -- L�f INATE BASE PANEL - SCRIBE BOTTOM TO FIT FINISH FLOOR LINE SECTION 3/4 °-1' -0' n 0,AT �J BASE DETAIL L_ _ I0' -91/2' OFFICE WALL w. 4 $) V4" TW. 3' -1 112" SIGN UNIT SECTION 3/4' -1'-0' 4I • ,A' 6 " WALL LINE i lu CEILING LINE T -5 FLUORESCENT TUBE 3000K TIa. PLEXIGLAS '2146 IVORY PANEL 1/4' PVC CUT -CUT LOGO BY S:C - PAINT I/4" TH. MASONITE BACK PANEL PAINTED 'SHERWIN WILLIAMS' 1591 CRABAPPLE BLOSSOM W/ EXTRA WHITE BASE (FLAT LATEX) - CUT OPENING AT DUPLEX OUTLET JUNCTION BOX FOR FINAL COMIECTIDN BY EA UNIT TO BE BOLT SECURED TO METAL STUDS (MIN2) 4E8 ® 3/4" MDF BACKING FOR SOLID SURFACE MATERIAL FINISH FLOOR LINE 12 13 DETAIL LINE OF DRYWALL (TT) SECTION 3/4"=r-O" 9' F�'. 1'E OPENING IK3 BRIDAL MURAL HORIZONTAL WOOD SLAT BEHIND MURAL (TYP. AT ALL MURALS) /e;\ AT \21/ EASE (3) EQUAL PAWLS 13ET1LEN TRIM ' 1 In Cel WALL PANELS MAY VARY IN SIZE TO 4' -0' WIDE - AND MAY BE APPLIED DIRECTLY TO WALL WITHOUT SIDE RETURN - SEE PLANS 10' - 1" ∎ 61/8" BRIDAL MURAL FRAME TO ALLOW FOR NAMING) 38 WALL PANELS ON BLOCKING SUPPLIED BY FCC., INSTALLED ON BY G.C.- PANELS MAY ALSO BE APPLIED DIRECTLY TO WALL - REFER TO PLANS +� CEILING LINE 2 ' WALL. LINE HORIZONTAL WOOD BLOCKING SCREWED INTO EvERr STUD LAFIINATE BASE PANEL - SCRIBE BOTTOM TO FIT SECTION 3/4 NOTCH PANEL AS PER ELEVATIONS PAINT RECESS ® NOTCH ONE PANEL TWO MDF PANELS WI WOOD vENEER SECURELY JOINED V 1' -5 V4" , 3' -1112' COMMIT r I' -5 1/4" 5' -5" (2) EaIAL PANELS SEMEN TRIM (VARIES) (VARIES) 6' -0" COMBO (TYP.) (8' -0' LSAT ALSO TYP.) 5' -5" (5' -4 1/8" MIR& FRAME) DET. e MM 1/4' TH. MASONITE BACK PANEL �- PAINTED SW i591 CRABAPPLE I BLOSSGt1 WITH EXTRA WHITE \ v J BAS (FLAT LATEX) OFFICE WALL ELEVATION AND TYPICAL INTERIOR WALL ELEVATIONS AND PLANS 1/2 " =1'-O" PLAN 1/2 "--1'-O" SINGLE 3/4" WOOD VENEER PANEL DETAIL AT WOOD VENEER A$ half scale =16.1KNOI 0.M.1110 ■wa1w ►�VINVINI • \lam IN ADJOINING PAIR -- PAINT RECESS DETAIL NOTE: ANGLE MAY VARY AT SPECIAL SITE CONDITIONS -- SEE PLAN FOR ANGLE REFERENCES SOLID MAPLE WOOD CORNER PIECE SECURELY ATTACHED TO MDF PANELS WITH GLUE AND FNN1514ING NAILS IN REVEALS -- EASE OUTSIDE CORNIER WITH SLIGHT RADIUS -- PAINT REVEALS DETAIL I (4) 5' AND (4) 4' T5 -3000K FLUOR TUBES OVERLAPPED 38 13 Project Design t Drawings 2003 Jansen Architecture Original Frototc9pe Design }999 Jencen Architecture 4' -81/8' FRAME OPENING REVEAL DETAIL 13 SMALL MURAL FRAME SECTION AS (D AT BASE DETAIL A ,r, SOLID WOOD FOR HINGE ATTACHMENT FINISH WHEN EXPOSED ALWAYS HINGE DOOR 04 SOLID WOOD SIDE NOTE: DETAIL IS TYPICAL FOR VERTICAL REVEALS WHERE MDF PANEL OR WALL SECTION IS LESS THAN 4' -0" WIDE AND FOR HORIZONTAL REVEALS WHEN ON A SINGLE VERTICAL PANEL NOTE: DETAIL IS TYPICAL FOR VERTICAL REVEALS WHERE MDF PANEL OR WALL SECTION IS MORE THAN 4c0" WIDE AND FOR HORIZONTAL REVEALS WHEN TWO OR MORE PANELS ARE REO'D. AT WOOD VENEER � half scale NOTE: DETAIL IS TYPICAL FOR OUTSIDE CORNERS OF ALL WALLS WITH WOOD VENEER PANELS AT OUTSIDE CORNER half scale I- r, CHOTECTURE RETAIL DESIGN 2850 EUCLID AVENUE CLEVELAND, OHIO 44115 PHONE' 216.781.0131 FAX' 216.781.0134 _1:7/11::;.11r 1,.., S l AM OF -VAS' :,CTO J21 r GISTERED I CHITECT ' . M. ROTRFNrIERG CF •VA54i',GTU, ^1 REVDSlDONS CPi 7E 11 EC 2 PE He lIT 8 rwmcerme UPDA+a 1` 00 CEItlLEF A INTER! R CONSTRUCTION DETAILS JENCEN ASSOCIATES 1/16/08 -- REVISED PER LANDLORD C4 Irt Vill OFFICE MURAL ' SECTION 1° =1'-�0° CEILING LINE "L QV4' T14 —ALL LINE HORIZONTAL WOOD BLOCKING SCR1=WED INTO EVERY STUD (TYP.) MURAL T •5 FLUORESCENT TUBE 3000K V4" TW. PLE) I LAS 4146 IVORY PANEL V4" PVC CUT - OUT LOGO BY S.C. - PAINT V4" TH. MASCHTE BACK PANEL PANTED 'SHERWIN WILLIAMS' BSI CRABAPPLE BLOSSOM 111/ EXTRA WWITE BASE (FLAT LATEX) - CUT OPENING AT DUPLEX OUTLET LOCATION OF AtNCT1O 4 PAX FOR FINAL CGVNECTICH BY E.C. V4" TI4. WIT TO BE BOLT SECURED TO METAL STUDS (MIN. 3) COUNTER AND CABINETS INSTALLED BY F.C. - SEE DETAILS THIS SHEET ELECTRICAL CCt�CTICNS WERE DESKS OCCUR - RE TO SHEET 1�I FOR OUTLET LOCATIONS FINISH FLOOR LINE a r f POIfte 51/2' OFFICE SIGN UNIT SECTION V=I-O' 34 COUNTER W /TOWERS ELEVATION LINE OF DRYWALL FNISH FLOOR LINE 3' -9318' 4' - 3/S' . 6" V4" TH. MASCNITE BACK PAUL PAINTED SW.1591 CRABAPPLE BLOSSOM WIN EXTRA UNITE BASE (FLAT LATEX) CEILNG LINE AREA OF WALL SYSTEM INSTALLED BY G.C. . SLIDING DOORS ON METAL TRACK OPEN A FOR SS TO MAKE EL CTRL CONNECTIONS W-IERE DESKS OCCUR - O SWEET FEI OUTLET L TICKS 4' -0' OPENING 12'-5 1/4' C LITER 12'4 114' caIN o R AND :icc WALL - SEE DETAILS THIS VEST 11 u COUNTER W /TOWERS PLAN (8) 3' T5 -3000K FLUOR TUBES OVERLAPPED 1/4' TI4. LINE CF COINER BELOW 3' -1 V2 SIGN WIT C 3' -ID 12' OF - 1$ OFFlGE MURAL C AREA OF COUNTER HST BY P.C. V4'WJ 3' -1 1R' 81GN WIT OFFICE WALL ELEVATION 1„�11/2• -1' -0• 0 OFFICE WALL PLAN A 1 4' •2 5/S" 1< L_ 3' -S 3/8' 3 1/2' =1' -0° 6"3'3'6 1 /2 " = - 1v_O" 1 1 1/2 ° =1•-0° i 12 ,45 Protect Design 4 Drawings f j 2003 Jencen Archltecture Original Pratt:Vs Design © 2002 Jencen Architecture JEKICERO ARCHITECTURE 1 �///((��vvn Y IETAI� V ESO � H MO ENO AVENUE EVELAN1, OM MOM 218.781.01131 it 1111Ot111LS8 I! 2 II6o78 .0134 0 CCU Wil CD CC larl ca w c 0. CO L >= 75 0 TD 1= IP NIE tl) () 0) REWISBOROS Al iU 11, a R EE L c =8 M . CE JN 21 2 p8 T CEr ITE r' .D R ORM VIII SYSTEM COUNTER II AD ti C4 Irt Vill OFFICE MURAL ' SECTION 1° =1'-�0° CEILING LINE "L QV4' T14 —ALL LINE HORIZONTAL WOOD BLOCKING SCR1=WED INTO EVERY STUD (TYP.) MURAL T •5 FLUORESCENT TUBE 3000K V4" TW. PLE) I LAS 4146 IVORY PANEL V4" PVC CUT - OUT LOGO BY S.C. - PAINT V4" TH. MASCHTE BACK PANEL PANTED 'SHERWIN WILLIAMS' BSI CRABAPPLE BLOSSOM 111/ EXTRA WWITE BASE (FLAT LATEX) - CUT OPENING AT DUPLEX OUTLET LOCATION OF AtNCT1O 4 PAX FOR FINAL CGVNECTICH BY E.C. V4" TI4. WIT TO BE BOLT SECURED TO METAL STUDS (MIN. 3) COUNTER AND CABINETS INSTALLED BY F.C. - SEE DETAILS THIS SHEET ELECTRICAL CCt�CTICNS WERE DESKS OCCUR - RE TO SHEET 1�I FOR OUTLET LOCATIONS FINISH FLOOR LINE a r f POIfte 51/2' OFFICE SIGN UNIT SECTION V=I-O' 34 COUNTER W /TOWERS ELEVATION LINE OF DRYWALL FNISH FLOOR LINE 3' -9318' 4' - 3/S' . 6" V4" TH. MASCNITE BACK PAUL PAINTED SW.1591 CRABAPPLE BLOSSOM WIN EXTRA UNITE BASE (FLAT LATEX) CEILNG LINE AREA OF WALL SYSTEM INSTALLED BY G.C. . SLIDING DOORS ON METAL TRACK OPEN A FOR SS TO MAKE EL CTRL CONNECTIONS W-IERE DESKS OCCUR - O SWEET FEI OUTLET L TICKS 4' -0' OPENING 12'-5 1/4' C LITER 12'4 114' caIN o R AND :icc WALL - SEE DETAILS THIS VEST 11 u COUNTER W /TOWERS PLAN (8) 3' T5 -3000K FLUOR TUBES OVERLAPPED 1/4' TI4. LINE CF COINER BELOW 3' -1 V2 SIGN WIT C 3' -ID 12' OF - 1$ OFFlGE MURAL C AREA OF COUNTER HST BY P.C. V4'WJ 3' -1 1R' 81GN WIT OFFICE WALL ELEVATION 1„�11/2• -1' -0• 0 OFFICE WALL PLAN A 1 4' •2 5/S" 1< L_ 3' -S 3/8' 3 1/2' =1' -0° 6"3'3'6 1 /2 " = - 1v_O" 1 1 1/2 ° =1•-0° i 12 ,45 Protect Design 4 Drawings f j 2003 Jencen Archltecture Original Pratt:Vs Design © 2002 Jencen Architecture JEKICERO ARCHITECTURE 1 �///((��vvn Y IETAI� V ESO � H MO ENO AVENUE EVELAN1, OM MOM 218.781.01131 it 1111Ot111LS8 I! 2 II6o78 .0134 0 CCU Wil CD CC larl ca w c 0. CO L >= 75 0 TD 1= IP NIE tl) () 0) REWISBOROS Al iU 11, a R EE L c =8 M . CE JN 21 2 p8 T CEr ITE r' .D R ORM VIII SYSTEM COUNTER LOCO AREA 130x 7'- 8112' .OLIO ethif;AcE MATERIAL. f 8' 2 14 1' -0" 1 " 3' -r 1 " 1 I/2" 1' -01/2" LIGHT MUM sit 1' -0' NOTE: ALL FLUORESCENT FIXTURES 70 BE PREW►RED BY T-tE FIXTURE CONTRACTOR. FINAL ELECTRICAL CGNaECTICN TO JBOX BY GENERAL CA4TRACTOR 4' -0" 1/8" TH. PVC PANEL PAINTED WITH CUT CET LOGO BACKED UP EUITT-I I/S' T14. UNITE FLEX] VERTICAL FLUOR LAMPS TO EXTEND BEHIND I- X WATCH • • SIZE: 3' -S" X4' -6 AL FRAME TO • TCH ALIGN BOTTOM OF MURAL FRAME WITH CUT OUTS ACTUAL MANFACTURERS LOGOTYPE TO BE APPLIED TO PLEXI VERTICAL FLUOR LAMPS BEHIND LOGO BOX WATCH MURAL. SIMI 3' -S" X4' -6" ALUM. FRAME TO MATCH PAINT \ VERTICAL FLUOR LAMPS TO EXTEND BEI -IND LOGO BOX 8' -8I N r4 • - 3r II. 1 " 1' -H V4" 13'-8 UZ" GYER4I.L 1NIT • .t, lv 12' -10" JiF BACKL CUT OUTS FOR WATCH - tu•I TE PL�ABLE FROM INSIDE. WATCH MAI4.FAURER'S LOGOS TO BE BLALS�[ VINYL DECALS JEWELERS 13' -81/2" 13' -8 112" Z.7 ,E4 WATCH WALL ELEVATION 3/4• =1 s l ' [PIECE z N PLAN SECTION 4'- &3I4' 2' -0' z / EQ 10 UT PLAN SECTION 3/4 " = 0" 3/4 "= 1..0" :11 9 1 ®9 AT BASE 1,2" TH. SOLID SURFACE MATERIAL LIGHT 'TROUGH (BEYOND) I/4' TW. FREESTANDING 0 "PAINTED LETTERS BACKLIT FROM HIDDEN LIGHT TROUGH. SUPPLIED BY SIGN CONTRACTOR INSTALLED BY F.C. BACKLIT CUT CUTS FOR WATCH LOGOS- 1 /4'TH. UNITE PLEXI REMOVABLE FROM tNStDI=, WATCH MANFACTURER'S LOGOS DASHED LINES INDICATE ROUTED GUT AREA ON BACK OF DOORS TO SLIDE OUT PLEXI PANELS WOOD VEENEER FN1SFED ACCESS DOORS WTH MAGNETIC TOUCH LATCH (I) 3' MD (I) 4' LONG TB FLUOR TUBES 3000K (OVERLAPPED) I - - Irt' TH. SOLID SURFACE MATERIAL SOLID W00D END CAP FOR HINGE SUPPORT (4) 3' LCtaG TS FLUOR TUBES 3000K WOOD VENEER FINISHED ACCESS DOORS WITH \D. MAGNETIC TOUCH LATCH DETAIL 3 " =1'_0" 1/41). ROUTED OUT AREA TO ALLOW PLEXI TO SLIDE LATERALLY CENTER DIVIDER WERE DOORS MEET. INSTALL GASKET TO PREVENT LIGHT LEAKS 1' VENEER FINISHED RETUi 4$ DACKLIT CUT GUTS FOR WATCH LOGOS- I/4914. UNTIE PLEXI REMOYABLE FTiCM INSIDE, WATCH MANUFACTURER'S LOGOS TO BE BLACK VINYL DECALS 0 DETAIL 5 112" jito4 Door-LELFB 44 lir TH. SOLID SUI'FFACE MATERIAL (I) 3' AND (I) 4' LONG TS FLUOR TUBES 3000K (OVERLAPPED) BLOCKING FOR PANELS NOTCHED INTO VERTICAL BLOCKING, SUPPLIED BY P.C. AND INSTALLED BY G.C. (TYP.) 'J' MOULD TRACK FOR FLEX! PANEL I /4'T14. UNTIE PLEXI REMOVABLE FROM INSIDE. 3"111'-.0' 2 -I/2" DIAM. PASS TWRI1 HOLE FOR CABLE NOTCH ONE DOOR PANEL IN ADJOINING PAIR -- PANT RECESS WOOD VENEER FINISHED ACCESS DOORS WITH MAGNETIC TOUCH LATCH 6) CE LING LINE 8 BLOCKING FOR PANELS NOTCHED INTO VERTICAL BLOCKING. ammo BY F.C. AND INSTALLED BY G.C. (TYP) UNIT TO BE BOLT Lr, SECUID TO METAL STUDS (MINE 2) WATCH MURAL. SIZE: 3' -9' X4' -6' ALUM. FRAME TO MATCH PAINT LAMNATE BASE PANEL - 9 SCRIBE BOTTOM TO FIT SECTION 3/4 " =1' -0" CEILING LINE UNIT TO BE BOLT SECURED TO METAL STUDS (MIN.2) c_411 k I/2" TH. SOLID SURFACE MATERIAL INDMDUAL LI=TTERS AND/CR PLEXI PANEL (I) 3' AND (I) 4' L01.4 T5 FLUOR TUBES 3000K (OVERLAPPING) (4) 3' LONG TS FLUOR TeS 3000K BACKLIT CUT OUTS FOR WATCH LOGOS- 1/4 "TH. WHITE PLEXI RL°MOYABLE FROM INSIDE. WATCH MANUFACTURER'S LOGOS TO BE BLACK VINYL DECALS V' MOULD TO ACT AS TRACK FOR SLIDE OUT PLEXI MILS ACCESS DOOR JBOX BY G.C. 9 LAMINATE BASE PANEL - SCRIBE BOTTOM TO FIT SECTION "' "' 3/4 "=1'-O" Project Design l Drawings J 2003 Jence Architecture Original Prototc�e Design FOB JGncen Arditecture JENCIEN ketviaCHITECTU F', E RETAIL DESIGN 2850 EUCLID AVENUE CLEVELAND, OHIO 44115 PHONE» 216.781.0131 FAX' 216.781.0134 1 v OF STA1� OC OF ,` ,�- :;c;u'w 1 VD= 4.4106 v EE VISOONS - 2 12108 PEHi1�l- CENTER 11 TIME PIECES DISPLAY (I) r EMT co ( FLEX CC,Pki ALLOLED) ?OR PROJECTOR AUDIO/VISUAL cieLE PAINT ;671.1X8.1FLAT SLAM GC. TO INSTALL I/2' ALUMNI.111 EGG:ATE FINISH: SATIN ALUMINUM NORTON INDUSTRIES, INC.. I-SW-351-2345 PLYWOOD BACKING ABOVE DRYWALL J-BOX FCR AUDIO/VISUAL CABLE IN CEILING DI.PLEX IN CEILIk4 00 PROJECTOR CEILING AT A.F. ADJUSTABLE DIMMER MTV CN SIDE OF ALCOVE SEE 51-EFT °MI FOR LOCATIGN AND DETAILS Ft AV AV AY AV 3 SQUAW (1401.D) 711 3'-6" SCUM 04Ci42fr;i 2'-2" 2'-2" s': ; \2 2 \ 14:0 LE* TC 4 PROJECTION SCREEN SECTION 1 1/2v=1P-0" no 3 3/4 CEILING AT 10 AFF. 4s-4 1/2 G a l 2'4," 14 V4 G.C. TO PROVIDE I HR FIRE RATED DRYWALL CLOSURE TO DECK ABOVE IF NOT EXISTING LANDLORD'S BULKHEAD ABOVE -- FOR REFERENCE ONLY -- DO NOT DIMENSION OR BUILD FROM BULKHEAD 1 'STYLMARK HEADER 1 110360 WITH FINISH 1 126--CONCEALED I3Y WOOD 3 /4' SOLID WOOD TRIM WIN nE V4' X VS" REVEAL PAINTED® e 10 APR GA TO COORDINATE UV P. RECUIFED BLOCKING AND /OR FRAMING TO SECURE SCREEN SUPPORT CABLES LEASE LINE CC CABLE ASSEMLY 11 01140 BY MOBILE CABLE SYSTEM PA' STYLMARK.' SILL MIMI, FINISH 126 - CONCEALED BY TILE SEE QUIFK MITER DETAIL CN SHEET °A3 @ALL eves 0 3/4' SOLID WOOD TRIM WITH V4' X VW REVEAL PAINTED TOP OF LINTEL AT 13' 3/8' AFF. 3/4" MDF. PANEL RETURN TO GLASS SUPPLIED AND INSTALLED SY GA - LEAVE GAP BETWEEN LAS WALL 1/2 GYP. BD. CN THE HORIZONTAL WS" GYP. P. ON THE VERTICAL JEHCIENJ ARCHOTECTURE HEMEL DEM 285 EMS AVM CLEM - 9 '51 MOM 2806.7810131 FAIR 21931101134 FEVOSDONS EC_ r : 4 _ G OE • E' 2 1 `LOG PE.1111 CE NiEF rovvrTra Uniur ormum 12 NOLOORM SECTOOM i3 WOOD VENEER ALL - SIPES AND DOOR ® V4" W. x D. PAINTED i:EVEALS I' VS' 3' -I0 I/2" 0 0 O O 0 3 " 1' -10 WS" PLAN O 0 O 0 O H OL A2 ° a M ES 0t . T 3 o O ADJUSTABLE O eeEELF 0 0 0 0 0 0 a 0 0 0 0 a O FINISHi~ S TO BE 0 O ALMO MELAMINE ° 0 O FINISH 0 0 ° ALL INTERIOR LINE OF ADJUSTABLE SHELVES 11 SECTION 1 ` 1r, 't I L LOCKABLE CAT/ TOR - SD -9418 CASTOR- 5P -9510 B'I•( ,4>r} - TYP. CF BY BAER- TYP. OF 2 A MALL SIDE 2 AT STORE SIPS 0 3 DOOR ON EXPOSED SIDE OF CABINET WITH MAGNETIC TOUCH LATCH AND CONCEALED HINGES Tt,Q£iric LAM 1I. SATE IF SUSPENSION CABLE AND PROJECTION SCREEN FOR REFERENCE ONLY V4 "T1-1. PVC CUT OUT LOGO 1BY S.C. PAINTED 0 PLASTIC LAMINATE DASHED LINE INDICATES STOREFRONT LIMESTONE BASE 0 PLASTIC LAMINATE 314' DOOR ON EXPOSED SIDE OF CABINET WITH MAGNETIC TOUCH LATCH AND CONCEALED HINGES EQ. (POOR) / / 3' -I0 I/2" EQ. (DOOR) N / 3/r N V L " EQ I /4" W. x 1 /8" p. LEAVE OPEN AT STORE REVEALS TO SE SIDE FOR ACCESS TO PAINTED 0 LOCKABLE CASTORS SALES AREA ELEVATION 1• °1'_0• 1/4" W. x I /8' D. REVEALS TO BE PAINTED 18 3' -9" 2' -2 5 /S" • EQ !4' °, STOREFRONT ELEVATION 1 ° =1' -0' DDI,Lpg, 0 5219 JEHCER9 tin ©4 OITECTURE RETAIL DESIGN 2850 E u 1 LO il) AVENUE PHONE JO B 218,781tO FAL 218071.01134 G,.J:I:i4 f ; +1AS:1∎; GiOT.1 a) a o be CO 7. I. CO w Q CL CO t 3 0 0 4mil St CO Fp 0 7: 4.9 Ri GiSCE EL ARCA IFFECT n.a� L iii rvr,•: + 9 M. OF .V. h NGT I,N ir!J����91] i' C EC rn FE c 12a 1 [Min 1W21.121 1 ' OC CA E N 1 8 NOLOGRAPA DC 4 IllO r J 364° EQ at " EQ 3/' EQ 3 /4" — / / / / \ \ 11 \ \ \ \ / 11 / ^ \ I / / \ \ 11 \ \ \ , / 1 / / / / / I \ \ \ 11 \ \ \ \ / 1 / - - - . 1 -8' 11 -5" N WALL SEE SHEET 1I 0 TYPICAL ON REPAIR SHOP =- (TYP. OF 2) --_ -- 11' WALLS II \ \ \/ / / / —_ = = = / / / \ \ \ \ / / \ \ \ \ \ \ \ / / / / = =--= == II 3/ ' EQ 3/ " EQ !� . " 2' -0' 5' -2 112' 2 0 • rarlr 441 o 1 -5' 12 0 TYPICAL ON REPAIR SHOP WALLS SIGN REPAIR °514OP SILL AND TRIM SUPPLIED EY F.C. INSTALLED BY G.C. I' - 5/8' 03 EQ \ EQ GC. TO LEAVE V8' GAP EETUJEENI GLASS AND WALL 5 / 5/S' 3' 1/8' 3-I/2" X10 DUCT WIT4N LOWER LOR NM WALL AT 4'-6" APP. -- CONNECT TO REPAIR SHOP E)14AUST FAN A$ tEGi't?. (TYP. OF 2) REPAIR SHOP SINK SUPPLIED AND INSTALLED BY G. PER MANIFACTURER'S REC IMENDATICNS -- SEE SPECIFICATION, SHEET • AS CCUt4TER WITH CABINETS BELOW (TYP,) CABINETS ABOVE COUNTER SHOWN! DASHED (TYP.) NOTE: SEE SHEET IMI FOR VENTILATION REQUIREMENTS / LAYOUT 2' - 1' 4' - S 3/8' ILLIBMINATED SIGN REPAIR SHOP 4' VINYL WALL BASE TYPICAL ON ALL QED WALLS 4,,1/ PROVIDE FUNNEL FLOOR DRAIN AND CLEAN -OUT BENEATH CABINET MK C -- F.C. TO FIELD CUT BOTTOM AND BACK GP CABINET AS NECESSARr TO PROVIDE ACCESS FOR FUMING, DRAIN LINES AND CLEAN OUT -- GC. TO R R1 WASTE FOR REPAIR SWOP Sft K .4$ PER LOCAL CODE AND /OR LANDLORD'S REQUIREh'11rNTS. SEE SHEET " AS 8' -8 3/8" stock room SEE ARCHITECTURAL SHEETS 2' -0' BASE I' -0 4)/2' 3/4' 3 -9 VS' • GC. TO LEAVE US' GAP BETiIN GLASS AAID WALL 1' -0" 1'-0' $ 1 2' -0' B3ASE 3I -5 3/8' — SEE SHEET 'El FOR COMPUTER DESK ELECT. REQUIREMENTS TYP. ON ALL (D REPAIR SHOP WALLS ENLARGED REPAIR SHOP PLAN 1/2•--0' 3 -3 3/4 3 -1 V4" 3' -I 1/4' RAISED COWER AREA WITH POLISHNNCs EQUIP. 0-4 1/2' 9' -5 I/4' 31 3/4' 4 RAISED GO'OI'ER AREA , 1' -1018. " (SEE STOREFRCNIT ELEVATIONS SHEET WO " 2' -3 3/4" 3/4' 1 -0' 1 -31/6 , 2' -0" office SEE ARCHITECTURAL SHEETS DRAWER UNIT COMPUTER DESK i r 2 3 FN. oPENIM (MOLD) 3' -I I/2" 1IAJ DRYWALL OPEl+liNG 12 Airs ;It P _e 3 -41R" REPAIR DESK G.G. TO LEAVE I/8" GAP BETWEEN GLASS AND WALL 4' -h 1/4' 1" CHAMIEL 5' -2 T/8" 6' -9 3/8' 1 -0' 1 ENLARGED REPAIR SHOP INTERIOR ELEVATIONS t OCR 1 rCK NOTE G.C. TO INSTALL 'EEST' LOCK IN DOOR, (LOCK SUPPLIED BY TENANT)USING TEMPLATE PROVIDED BY MFR C 13 2' -1 2 5/8" 1'-b 5/8' 8 3/4 5 5 C REPAIR DESK um< AREA 1' -3118" Aali iis11IIEI ,�slz■I�_'�f'i ,1 -2 1/8 2 1/8 L r 1 16 1' - 3 '1/8" LEDGE CdAtteL I -0 fi (SEE INTERIOR ELEVATIONS SHEET •A.Sa) 12 NOTE: ALL CABINET DOOR FRONTS, COUNTERTOPS AND BACKSPLASH TO BE FABRICATED EST FIXTURE CONTRACTOR -- ALL SURFACES TO RECEIVE 111 -1ITE PLASTIC LAMINATE FINISH (TEXTURED). FORMICA 1 549 WHITE - MATTE FINISH O C. TO LEAVE I/0" GAP MERMEN GLASS AND WALL EQUIPMENT LEGEND 'A. DUST COLLECTOR MODEL 1'11, 3 /4HP, I15V, 92A, IPI-1, 601-1Z B. GESSWEIN/BALDOR MOTOR 6 29 1/214, 3450RPM, 110V, 1PI4, 60I-1Z C. JEU.ELERS 140OD WITH LIGHTS 120V it 13g (2) SWALLOW TOP DRAWERS AND (2) DRAWERS WITH 'EESt' LOCK TO RECEIVE REPAIR ENVELOPE BOX / 4 � 6'- 113/4" 00 1 1 - 1 0 " 8' -15/8' i' -11/8" 0 A 1 4I I 0 k TYPICAL ON ' b• R EPAIR SHOP 1 WALLS I r ■ r " " U 1/4' MASCNUTE DIVIDERS IN SINGLE AND DOUBLE 112" PARTICLE BOARD BOXES WITH MELAMINE FINISH DRILLED FINGER FULL MCP. OF 2 CN EACI4 SIDE) 4" VINYL WALL BASE TYPICAL ON ALL EXPOSED WALLS SECTION 1'•1'-4 DRAWER UNIT DETAILS 5 .5/8' REPAIR ENVELOPE BOXES ISOMETRIC DETAIL (2 PR. REQ.) G.C. TO LEAVE US" GAP EETIUEEH GLASS AND WALL SILL AND TRIM SUPPLIED sr F.C. INSTALLED BY GC. I LLUM[MATED SIGN REPAIR SWOP Dosi 44.0 JEKICEKI WIRCU LII !J E ©TURF RETAL DEMON 2850 EUCLID AVENUE PHONE iI©I? 8 Lam -116. 81a0 O3 11J FAL 21$3.781.1:4 JEf 1. �S } f:onE: r- { STATE OF'V /STI,i, , >% - CO CD CU "—IA � col!' � ix 0 CL CO al CD Ill CD CO >=1 LI) 0 715 4mi Z i: le 5219 r�rgK ... RIEWIISOONS CD '» ._, ; i i 1. i T C1 PE MOWN. Wags' WI 12 CE oat N1 ER 1 " L G° CPQBP SHOP PLQK1 v DCEThDll$ 1 "x1' 'STYLMARK' SILL "110361 WIN FINISH '126 LAMINATE SILL 4 TREM OVER 3/4' MDF SUPPLIED BY F.C. INSTALLED 13Y GEC. 5/8" TYPE 'X' DRYWALL IS 15 ON 3 -5/8' METAL STUDS AT 16' O,C. 20 GA. MM. (CONSTRUCTION BY G GJ 1'-115/5' (1HOLD) G,C, TO PROVIDE SOLID WOOD BLOCKING AS REQUIRED 2 3/4' SUPPLIED AND INSTALLED 8Y GC. - LEAVE VS" GAP BETWEe1 GLASS 1 WALL QUARTER ROUNI] SHELF BRACKET V.IFFLIED BY FCC. INSTALLED BY G.C. I"xl" '9TYLMARK SILL 0 110361 WIN FINISH 4 126 LAMINATE SILL 4 TRIM OVER 314' MDF SUPPLIED BY Pc. INSTALLED BY GC. 15 5/8' TYPE 7C DRYIIJALL ON 3 -518" METAL STUDS a. AT I6" O.C. 20 GA. MtH. (CONSTRICTION BY GC.) 0 1- 3/4" 5 5/8' 1"x2" 'STYL MARK' 14E4DER'110360 WITH FINISH't26-- CCNCEALED BY WOOD I'x2" !61 TL `9ARC' HEADER 1 110360 WITH FINISH *126 -- CONCEALED BY !!� I"xl" 'STYLMARK SILL '110361 WITH FINISH 'i2& 5 /8" TYPE 'X DRYWALL iS 1 ? \17:1 Ot'i 3 -5/8' METAL STUDS AT 16" O.G. 20 GA. MN. (CONSTRUCTION BY G.C.) 1/2" 5 3/4" GC. TO PROVIDE SOLID WOOD BLOCKING AS REQUIRED SUPPLIED AND INSTALLED BY GC. - LEAVE 1/S' GAP BETWEEN GLASS cum.!. LAMINATE BASE PAL - SCRIBE BOTTOM TO FIT dIERUCIEK GAG°©ll DTC CTUR REIM MOM 285 O EUCLID 1MEE MYRA N g OHS;( MS PHONE 2163810tO13i1 (FA {E 206,781.01234 ao 7 CO i i i j e v o„ 0o � LO L ILI0 d e LU (2) 4) 0 co re hc IL UF R VIIS OO 1115 rolorortri U+a m avrean Y 0 2 2 08 T f'E6 ATE LA R INEPAOR SHOP SECTBONS RE( SlEL ED AnCNl�CT 6 N Iu is c 1 G.C. CONSTRICTION 3/4" 1' -3 3/4" CLEAR PLEXIGLAS LETTERS WITH POLISHED BEVELED EDGES MOUNTED TO WHITE PLEXIGLAS BACK PANEL - 3 S /8 "X 1S GA METAL STUD FOR SIGN SUPPORT BY G.C. (TYP. BOTH SIDES) METAL STUD OR TRUSS SUPPORT BY GO: VERIFY WITH STOR SECTION n 3 `' I WOOD VENEER FIN. MDF. PANELS OVER 5/9" TYPE 'X' I DRYWALL ON METAL STUDS f CONSTRUCTION BY G.G.) 8' -13/4" ELEVATION ITEM PLAN COPT WIDTH J E 9' -'1" 12' -11/ PINISH OPENING 12' -1" SIGN BACK 12' -2 1/2" SIGN PANEL WIDTH '--0" is l ' - " C� BLACK GLOSS FINiS1 -ED ALUMINUM SIGN PANEL BY SIGN CONTRACTOR rt1 1' -3 3/4" NOTE TO C FACE OF STUD OR TRUSS SUPPORT FOR S1GNA&E SHALL BE 5" BACK FROM FACE OF Wool" FANEL8 ADJACENT TO SIGN HIGH OUTPUT FLUORESCENT FIXTURES 3/4" G G. CONSTRUCTION im 1 3/4'x3/4" SOLID WOOD TRIM WITH I14"xd /8" REVEAL PAINTED 1$ cram. BOTH SIDES) INDIVIDUAL LETTER CUT FROM 3/4" DARK BRO M PLEXIGLAS PAINTED° - ADHERE TO WALL FINISH �� 1 ATTACH ALt d•11NUM SIGN PANEL UNIT TO METAL STUD CONSTRUCTION WOOD VENEER FN. MDF. PANELS ON 5/8" TYPE X' DRYWALL ON METAL STUDS 3/45:3/4" SOLID WOOD 13 TRIM W/ 1/4 "xI/a' REVEAL PAINTED L ri I' -01/8" SIGN PANEL DEPTH r 1 — IL Lu '5) SECTION R;. 1 " -1' -0" J E @R9 E L E R S STOREFRONT WALL LOGO ITEM DATED LINE INDICATES LINE OF WOOD VENEER PIN. FASCIA BEHIND ALUMINUM SIGN PANEL UNIT WITH BLACK GLOSS FINISH DETAIL SIGN SCHEDULE Project Dsslgn 1 Drawing& 2003 JJrrcen Archltecttwe Orlglnat Prototype Dealgn 1 Jencen Architecture I /4` TH, WHITE PLEXIGLAS BOLTED TO ALUMINUM CLEAR PLEXIGLAS LETTER WITH POLISHED BEVELED EDGES half full scale GENERAL NOTES 1. THE SIGN SUPPLIER IS NOT, UNDER ANY CIRCUMSTANCES, TO CUT, REMOVE OR ALTER THE BULKI -IEAD SUPPORTS PROVIDED BY THE LANDLORD OR GENERAL CONTRACTOR 2. THE ONLY APPROVED ALTERNATIVE IS FOR THE STOREFRONT CONTRACTOR TO PROVIDE SUITABLE SUPPORTS WHICH WILL BE DESIGNED FOR THE PROJECT UPON REO ZEST BY THE SIGNAGE CONTRACTOR. 3. THE SIGN CONTRACTOR IS RESPONSIBLE FOR SUBMISSION OF SHOP DRAWINGS TO THE LANDLORD AND TENANT FOR APPROVAL. ITEM DESCRIPTION ILLUMINATED STOREFRONT SIGN READING: WAY JEWELERS' ALUMINUM BOX BT SIGN CONTRACTOR WITH GLOSS BLACK FINISSI -L. CLEAR PLEXIGLAS LETTERS WITL -1 POLISHED BEVELED EDGES MOUNTED ON I / 4 " WHITE PLEXIGLAS B A C K PANEL. ILLUMINATE F 1 IBEHINP WITH FLUORESCENT FIXTURES. NON - ILLUMINATED SIGN READING: WAY JEWELERS' INDIVIDUAL LETTERS CUT FROM 3/4" BROI.LN PLEXIGLAS WITH SATIN BROWN PAINTED FINISH - TO BE ADHESIVE ATTACHED TO WALL FINISH. ,ECEI F MAY — 8 MO PERMIT CEN 1 L ARCHOTECTURIE METAL DESOON 28N EUCLID MEM MERU 414 PW ©Nls 216.78'0001 81 F &8 216�c�810 i84 :55 c i CO 0 im > To' c,75 x219 'ice Rt IST :RED ' .'R i1 c UWE a 'siM:TW Mt �1 EMENSEP6 STATE OF NASHINIGTd1V elere REVOSOONS CZPrimh 0. co ZOOM /LOGO DETAILS V4 1I-1. PVC CUT OUT LOGO BY S.C. PAINTED V4 "T14. PVG GUT CUT LOGO BY s .O. PAINTED ,0 HOLOG ITEM 2'.2 5/8" EWELERS AM STO AGE UNIT LOGO INTERIOR SIGN LOGO ITE I /4" TH. FREESTANDING PANTED LETTERS BACKLIT PROM HIDDEN LICsWT TROUGH. SUPPLIED BY SIGN CONTRACTOR INSTALLED BY P.C. 3' -11" O' -- ILLUMINATED LOGO no scale ITEM JEWE AT TIME PIECE LOGO WALL I /8" TH. PVC PANEL PAINTED WIN CUT OUT LOGO BACKED UP WITH ■0 1/8" TH. NON GLARE CLEAR PLEXI 1' -8" Y _ERS N LOGO no scale ITE.1 4 AT TIME PIECE LOGO WALL Doi,Liqs GENERAL NOTES 1. THE 5!&t SUPPLIER IS NOT, UNDER ANY CIRCUMSTANCES, TO CUT, REMOVE OR ALTER THE BULKHEAD SUPPORTS PROVIDED BY THE LANDLORD OR GENERAL CONTRACTOR. 2. THE ONLY APPROVED ALTERNATIVE 15 FOR THE STOREFRONT CONTRACTOR TO PROVIDE SUITABLE SUPPORTS WHICH WILL SE DESIGNED FOR TIDE PROJECT UPON REC UEST BY THE SIGNAGE CONTRACTOR 1 THE SIGN CONTRACTOR !G RESPONSIBLE POR sueittssfat OP SHOP DRAWINGS TO THE LANDLORD AND TENANT POR APPROVAL. SIGN SCHEDULE .ODE. COMPISPICE APPR OVE Mph , �ppB Oti 1100 BUILDIASPO ITEM DESCRIPTION NON - ILLUMINATED INTERIOR SIGN READING: KAY JEWELERS' INDIVIDUAL LETTERS CUT PROM 1/4 PVC WITH SATIN BRO LN PAINTED FINISH/ - TO BE ADHESIVE ATTACHED �/ TO WOOD NON- ILLUMINATED INTERIOR SIGN READING: WAY JEWELERS' INDIVIDUAL LETTERS CUT FROM 1/4" PVC WITH SATIN BROWN PAINTED PINISI.1(� - TO BE ADHESIVE ATTACHED �/ TO PLEXI NON- ILLUMINATED SIGN READING: "TIME PIECES' I /4" N. PREESTANDING PAINTED LETTERS° NON - ILLUMINATED 51GN READING: 'KAY JEWELERS' R3' I/8" T14. PVC PANEL PAINTED WITH CUT OUT LOGO 0' DELETED PROM PROJECT •. I tir MAY 8 zuu PERMIT CEN1 be Project Derlgn t Drawing© 2003 Jenc:sn Architecture Orlakial Pratt:dupe Design ) 1°r99 Jencen Architecture JEMCIEH ARCWOTECTURE METAL DEMO 285o EUCLID Mt M AK 1 Pb� 1CI3 2118,7 &.1Jafi it FUN 2 2811,0134 F GISTERED CHITECT 1 C CO M i— MJ ocl. ao 4.a 0, O ''a) t.zzi o ):.R hE M. R^m EMRG TATS OF NASHINGTOoN 5219 0 REGISTERED AF CHtECT REVOSOOKS DE TA L S ro___ ______. ri i MEI Ii 0 0 0 0 o 0 0 o o 0 o miller huh h a' 2' -3" AiN?PR X. DESK WIDTH 2' -3' MOM AND LENGTH OF DESK MAY VARY PRE-INSTALLED 3' DL& PVC PIPE OR CASH REGISTER POiIER FEED BET EEN OPENING ACCESSIBLE AREAS OF DESK (6) 3/4" CONDUIT THRI SLAB TO J -BOX - ONE FOR FOULER TO DUPLEX CUTLETS ALREADY FLEX CHANNELED IN DESK - ONE FOR SECURITY EQUIPMENT O E FOR EACH DEDICATED CIRCUIT TO CASH REGISTER QUAD RECEPTACLE (2 THIS DESK) - DIsE FOR EACH DATA LINE JACK TO CASH REGISTER (2 THIS DESK) ELECTRICAL OUTLETS IN SALES DESK PRE - INSTALLED BY FCC. WITH FINAL CG ECTiIN I3r EC. DASHED LINES INDICATE ALTERNATE CONDUIT LOCATION - REFER TO PLAN ON SHEET El .ao0 0 (TA ® ® VARIES . ______________....,, 2' -i0" DOUBLE REGISTER SALES DESK INSTALLATION NOTE: REFER TO PLAN VIEW ON SHEET El TO VERIFY WHICH END OF DESK TO PROVIDE SUPPLY CONNECTION 3' DIA. PVC PIPE FOR POLER FEED BETWEEN ACCESSIBLE AREAS OF DESK REMOVABLE PANE. FOR — ACCESS TO MAKE FINAL CONNECTIONS - E.G. TO CUT I4OLES AS REQUIRED (6) 3/4" CONDUIT TO J -BOX ig r 2' -012' CLEiAR OPENNG n I n I I II 11 I II U I U r r 1 I L L — i r r L r C- -a C = =7 C = =7 _L. 1 — J J -, I -I J NOTE: OUTLETS ARE SET IN DRYWALL PARTItION WIN FREESTANDIhtrs FIXTURE PLACED IN FRONT STAND -UP S.I.S. DESK OUTLET ELEVATION C1- IANNELiNG OF CONCRETE SLAB -- CHANNEL ONLY WHEN SLAB IS POURED ON GROUND LEVEL. CORE DRILLING OF CONCRETE SLAB -- CORE DRILL ONLY WHEN THERE iS OPEN AREA BELOW SPACE. WHEN CONDUIT IS CORE DRILLED THRU CONCRETE IT MUST BE SEALED. G.C. TO X -RAY SLAB PRIOR TO CORE DRILLING iN ORDER TO AVOID REINFORCING BARS AND /OR STRUCTURAL MEMBERS. WIRE MOLD ON FLOOR SURFACE -- WHEN CONDUIT RUN 15 LESS THAN 16" FROM COLUMN OR WALL AND 15 HIDDEN FROM CUSTOMER: ViEW, G.C. SMALL INSTALL OVERFLOOR RACEWAYS, AS MANUFACTURED BY WIREMOL) WIRE MANAGEMENT SYSTEMS, 1500 SERIES OR 26 SERIES AS REQUIRED, TO CONCEAL CONDUIT ON TOP OF SLAB. WIREMOLD S1 -TALL BE INSTALLED TO MEET APPLICABLE CODES AND SHALL BE SECURED TO SLAB AS REQUIRED, AND MUST BE CONCEALED BENEATH OR BENiND 51.10WCASE. 61- IOWCASE BASES SHALL BE NOTCHED OR SCRIBED IN FIELD AS REQUIRED TO ACCOMMODATE WiRE MOLD. IN NO CASE SHALL WIREMOLD BE INSTALLED iN AISLE OR WALKWAY, OR WHERE READILY VISIBLE TO CUSTOMER G.C. TO USE F.0 SUPPLIED TEMPLATES -- FIXTURE CONTRACTOR S1.14LL PROVIDE A MASONITE TEMPLATE OF THE OFFICE DESK ELEVATION, SERVICE DESK AND SHOWCASES TO NE C.C. FOR USE IN COORDINATING CONSTRUCTION AND ELECTRICAL CONNECTIONS. FE, PRECUT OPENING IN END PANEL. OF DESK - USE TEMPLATE PROVIDED BY F.C. TO VERIYf LOCATION NOTE: OUTLETS ARE SET IN DRYWALL BEH'ND FREESTANGNG FIXTURE(S) REREFER TO PLANS TO VERIFY IF FIXTURE AS SHOUA�1 OR MIRROR IMAGE DESK OUTLET ELEVATION PRECUT OPENit1tG IN END PANEL OF DESK - USE TEMPLATE PROVIDED BY F.C. TO VERIFY LOCATION 2 AREA UN OUTLETS AND ACCESS PANEL (BEHIND DOOR) 1 1 ' 1' n f 3/4 " I` -0" 3 ISLAND DESK INSTALLATION 0 OPENING 101,2' 4V2' 3 in" S 1/2" GD 6 ' 1 I J L 4' 4' -S' NOTE: OUTLETS ARE SET IN DRYWALL SEHMD FREESTANDING FIXTURE(S) - REFER TO PLANS TO VERIFY IF FIXTURE IS AS SHOWTI OR MIRROR IMAGE S.I.S. DESK OUTLET ELEVATION ADJUSTABLE SHELF OPENIN& TO CAVITY BEYOND DIVIDER PANEL FOR ELECTRICAL ACCESS TO COUNTER TOP ELECTRICAL OUTLETS IN SALES DESK PRE - INSTALLED BY F.C. WITH FINAL COIINECTICN Br E.C. N BASE R ?1OVAELE PANEL FOR ACCESS TO MAKE FINAL CONNECTIONS - EC. TO CUT HOLES AS REQUIRED (5) 3/4' CONDUIT TM SLAB TO J -BOX - ONE FOR POWER TO QUAD OUTLET ONE FOR DEDICATED CIRCUIT TO CASH REGISTER QUAD RECEPTACLE - ONE FOR DATA LiNE TO CASH REGISTER - ONE FOR TELEPHONE - ONE FOR SECURITY NOTE: ACTUAL CASE DESIGN MAY VARY BUT COMPONENTS IDENTIFIED WILL BE THE SAME SLIDING DOORS ACCESS A N AREA 24" WIDE MiNiM.M (WINGED DOOR AT AREA U IDER 24" WIDE) DUPLEX OUTLET WHERE LOCATED iN BASE ACCESS PANEL WITH FNGER HOLE - FOR GC. TO MAKE FINAL CONNECTIONS BELOW (I OR 2) 3/4" CONDUIT IN SLAB WITH ENDS UP I i/2' - ONE TO FEED (2) CIRCUITS TO SUPPLY LIGHT RAILS) AND RECEPTACLES SEPARATELY - ONE WHERE REQUiR'ED FOR TELEPHO•E /SECURITY NOTE' 1tJIR.EMOLD' OvER R.00R RACEWAY MAY BE USED IN HIDDEN ALAS WITH LESS THAN l6' RUN ±1' -10" AT STANDARD CASE f2' -2' AT !TIDE CASE SHOWCASE SECTION AT POWER CONNECTION P07.446 NOTE: ACTUAL CASE DESIGN MAY VARY BUT COMPONENTS IDENTIFIED WILL BE THE SAME SLIDING DOORS ACCESS AN AREA 24 WIDE MINitliM (WINGED DOOR AT AREA UNDER 24' WIDE) FINAL TELEPHONE CONNECTION BY TENANT BEI.lN PULL -OUT TRAY BILLY DCTENDABLE PULL -OUT PHONE TRAY DUPLEX CUTLET BEHIND PULL -OUT PHONE TRAY AND tLt4ERE LOCATED IN BASE (SEE PLANS) REMOVABLE PANEL FOR ACCESS TO MAKE FINAL CONNECTIONS - EC. TO CUT HOLES AS REQUIRED tl' - 10" AT STANDARD CASE 1 t2' -2' AT WIDE CASE 'TO12' Project Design s DrawIng6C 2003 Jericen Architecture Origktal Prototypic Deairgn C) 2002 Jencet► Architecture 2' -2' APPROX. DESK WIDTH SECTION 1' 1P-0' Li rr ►�wwr���_ �" RECESS VARIESJ3 3/ RECESS VARIES13 3/ n SHOWCASE SECTION AT TELEPHONE CONNECTION JEKICIEKI LI ©II4 TC ©TUR HUM IDESOGN MO SID AVENUE OM& 218.781.0131 ; FA r{8 2116.7 �" �.. c 4-1 CO C co W 0 00 1 11 1 LO RIC CO !,.17 < 0� St a) 0 W • • "1+-. 5219 E OF . AS ,mG7 i >iV REVISIONS 5219 �...u._�,.-.�.,,,,,_ � � ItEt� t q iSE EG I ` a iigi'fiEME l STATE OF . :VASHItNGTON REGISTERED R CI" EB E iv 2 IT E PPCMCRYM IMAM MGM 1 r Z I OE FIXTURE INSTALLATION ELECTRICAL DETQAIS NOTE: MOUNT TO WALL SO HOOKS ARE 4 -0" APP. C. 4x4 SUPPORTS SAFE SETTING DETAIL no scale i" 5R6,65 COAT HOOKS I" X 6," WOOD PAINTED ISOMETRIC no scale rr COAT RACK .a. Fr. 1"x4' HORIZONTAL WOOD BLOCKING AT 2' -0' O t CENTER SURFACE MOtWTED ON DRYWALL AND SCROD TO EVERY WALL STUD FOR FULL LENGTH OF ZHELYINCs Ib• x 3/4" PLYUIDOD SHELVING WITH WHITE MELAMINE FINISH (17P3 BOTTOM OF BLOCKING EVEN WITH SOTTOM OF 6HELY56 STANDARD NOTE: G.C. TO COORDINATE WITH SAFE INSTALLER FOR THE PROPER TIMINCx TO HAVE SAFE DELIVERED AT JOB SITE GC. TO ENSURE THAT SAFE IS SET ON 4"x4"5 SAFE DATA DIMENSIONS: a. 371/2° b. 44° C. 75" NOTE. DIMENSION 'a' DOES NOT INCLUDE HARDWARE PROJECTION WEIGHT ' 4450 lbs. STORAGE SHELVING INSTALLATION DETAIL scale 1 -0" NOTE! FIRE RATING OF WALL ASSEMBLY IS NOT REQUIRED TO EXTEND ABOVE TENANT CEILING. GYPSUM BOARD TO BE HELD MIN. s" CLEAR BELOW UNDERSIDE OF DECK ABOVE.. TO ACCOMMODATE TENANT HVAC•RETURN AIR SYSTEM, . TENANT SPACE I� a Li • DEMISING WALL SECTION 1 0 TENANT SPACE J [ NO. U465 UNDERSIDE OF DECK ABOVE 6 " SLOTTED TRACK (SLP OR EQ) . FINISH PER SCHEDULE CEILING BY TENANT (WHERE OCCURS) 6" STEEL. STUDS @..1 O.C. 5/8" GYPSUM BOARD TYPE "X" (BOTH SIDES) TRK THE FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSEMBLY, REFER TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS. AND ALLOWABLE OPTIONS: . GYPSUM BOARD: 5/8" THICK, .4 FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN LONG, TYPE .S STEEL SCREWS SPACED 8 IN. 00. ALONG EDGES OF BOARD AND '12 IN..00 IN THE FIELD OF THE BOARD, JOINTS ORIENTED VERTICALLY AND .STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. RAMSET AS REQUIRED 6 CONTINUOUS UNPUNCHED STEEL TRACK FLOOR FINISH CONCRETE SLAB, SEE STRUCTURAL DRAWINGS PAINTABLE FIRESTOP SEALANT (BOTH .SIDES) NOTE: ALL 'GYPSUM BOARD LAYERS SHALL BE SUPPLIED AND INSTALLED BY TENANT m DETAIL PROVIDED SY LANDLORD m CONt35/8'x18GA 2' DEEP TRACK 4 - yr BRAE TOP OF WALL W/ 35 /8 "xIS FLANGE a 4' -0" OTC. (4) *10-15 TEKS 518' 1YPE 'x' DtRYWALI. OR-- -- LAY -iN CERLM 3 5/8" 25 GAUGE METAL STUDS AT 24' OG. !CEO f15P ONLY 01.40T PINS a 12" O.C. IW t /4 HILT' FASTENERS ICBO 0 2388 FINISHED FLOOR CONT. 3 5/8" x 18 GA 2" DEEP TRACK TYPICAL INTERIOR PARTITION SECTIONS 4 Y/8" II5II WALL TYPE "CII WALL TYPE t r AITAON DRYWALL TO THE STUD FRAMING WITH I V4 DRYWALL SCREWS AT 8" 0.0. (MIN.) AT ALL STUDS, BEGININIUS AT TOP AND BOTTOM AND ALL SIDES. SEE WALL TYPE DESCRIPTIONS ON SHEET # A? FOR LOCATIONS, TYPE AND HEIGHT OF DRYWALL FOR OTHER WALL TYPES. NOT ATTACI4MENT OF FRAMM RIPPORTS AND CEILIM SUSPENSION SYSTEM SHALL BE TO STRUCTURAL FRAMING ABOVE ONLY. REFERENCE DETAIL VA1. ATTACI.It ENT TO DECK ANNE IS PROW ITED. D DI Lig8 Project Design 4 Drawinge 2005 Jancsn Architecture OrtginaI Prototpe Design 2005 Jencsn Architecture PIP.MIERT OEHCIEKI ARC IIT ©TI ME NUM DEMON CLEVELA P N IBC II 216,781.0T I FAX 216.T13110134 }1_ cz A 4.0„ „co 01 "1-1 0 co j � w O G) e< W � X13 O Q) '4-4 a 14- (6 'ez C P C -1 rweROTTTI - REVBSOOMS m c F Bc 1 C; 201 �I11 8 CONSTRUCTOON Item Continuous Periodic Comments Site class D Seismic importance factor, Ie Structural Steel: Spectral response coeff., SDS and Sol 0.95 and 0.49 Material verification per IBC Table 1704.3 Seismic design category D Inspection of welding 2.5 See footnotes 6, 7 and 8 a. Structural Steel Seismic response coeff., CS 0.110, N - S; 0.178, E - W 1.Single -pass fillet welds <= 5/16" Analysis procedure used X Inspect hole size, anchor embedment and tightening torque for expansion anchors noted on drawings as requiring special inspection X Seismic Mapped spectral response, Ss and S1 1.43 and 0.49 Site class D Seismic importance factor, Ie 1.00 Spectral response coeff., SDS and Sol 0.95 and 0.49 Seismic design category D Component Response modification factor, R 2.5 Component amplification factor ap 1.0 Seismic response coeff., CS 0.110, N - S; 0.178, E - W Analysis procedure used Equivalent lateral force ABBREVIATIONS A.B. A.F.F. ALT ARCH BD BLDG BLKG BM B.N. B.O.F. BOT BRG BTWN C C.F.D. C.J. CLR CMU CNTR COL CONC CONN CONT COORD C.P. CTSK DEL DET D.F. DIA or 0 DIM DIR DL DO DP DRWG EA E.J. EL or ELEV EMBED E.N. EQ E.W. EXIST or (E) EXP EXT FC FDN F.F. FIN FLR F.O.C. F.O.M. F.O.S. F.O.SH. FS FTG GA GALV GEN G.L. GLB GYP WALL BD H.C.A. HDR HGR HORIZ HT ICF INT INFO JST JT LBS or # LL LSL LVL MANUF MAT'L MAX M.B. MBR MECH MIN (N) N.A. N.S. N.T.S. O.C. O.H. or OPP P.A.F. PERF 1. PLCS PLYWD P.P. PSF PSI PSL P.T. REINF REQ'D SCHED SHT SHTG SIM S.O.G. SPECS SQ S.S. STD STIFF STL STRUCT SW THRD T.O.C. T.O.F. T.O.J. T.O.S. T.O.P. T.O.P.C. T.O.W. T &G TYP U.O.N. VERT W.J. W.W.F. W/ W/O +1 ANCHOR BOLT ABOVE FINISH FLOOR ALTERNATE ARCHITECTURAL BOARD BUILDING BLOCKING BEAM BOUNDARY NAILING BOTTOM OF FOOTING BOTTOM BEARING BETWEEN CAMBER CEMENT FIBER DECK COLD JOINT CENTER LINE CLEAR CONCRETE MASONRY UNIT CENTER COLUMN CONCRETE CONNECTION CONTINUOUS COORDINATE COMPLETE PENETRATION COUNTERSINK DOUBLE DETAIL DOUGLAS FIR DIAMETER DIMENSION DIRECTION DEAD LOAD DITTO DEEP DRAWING EACH EXPANSION JOINT ELEVATION EMBEDMENT EDGE NAILING EQUAL EACH WAY EXISTING EXPANSION EXTERIOR FACE FOUNDATION FINISH FLOOR FINISH FLOOR FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FACE OF SHEATHING FAR SIDE FOOTING GAGE OR GAUGE GALVANIZED GENERAL GLUE LAMINATED GLUE LAMINATED BEAM GYPSUM WALLBOARD HEADED CONCRETE ANCHOR HEADER HANGER HORIZONTAL HEIGHT INSULATED CONCRETE FORM INTERIOR INFORMATION JOIST JOINT POUNDS LIVE LOAD LAMINATED STRAND LUMBER LAMINATED VENEER LUMBER MANUFACTURER MATERIAL MAXIMUM MACHINE BOLT MEMBER MECHANICAL MINIMUM NEW NEUTRAL AXIS NON- SHRINK NOT TO SCALE ON CENTER OPPOSITE HAND POWDER ACTUATED FASTENER PERFORATED PLATE PLACES PLYWOOD PARTIAL PENETRATION POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PARALLEL STRAND LUMBER PRESSURE TREATED REINFORCEMENT /REINFORCING REQUIRED SCHEDULE SHEET SHEATHING SIMILAR SLAB ON GRADE SPECIFICATIONS SQUARE STAINLESS STEEL STANDARD STIFFENER STEEL STRUCTURAL SHEAR WALL THREADED TOP OF CONCRETE TOP OF FOOTING TOP OF JOIST TOP OF SLAB OR STEEL TOP OF PILE TOP OF PILE CAP TOP OF WALL TONGUE AND GROOVE TYPICAL UNLESS OTHERWISE NOTED VERTICAL WET JOINT WELDED WIRE FABRIC WITH WITHOUT POUNDS or NUMBER PLUS or MINUS STRUCTURAL NOTES 01.0 GENERAL NOTES 1. These notes set minimum standards for construction. The drawings govern over the Structural Notes to the extent shown. Scope of these drawings is for the seismic bracing of suspended ceilings and storefront infill and attachment of safes to the slab on grade. 2. Contractor shall verify all dimensions and conditions on drawings and in field. Coordinate locations of openings through floors, roofs and walls with architectural, mechanical and electrical plans. Notify owner's representative of any discrepancies. 3. Construction means, methods and all necessary temporary support prior to completion of vertical and lateral load systems is the sole responsibility of the contractor. 4. Complying with all safety and OSHA requirements is the sole responsibility of the contractor. 5. Where reference is made to ASTM, AISC, ACI or other standards, the latest issue at the building permit date shall apply. 6. All work shall be in compliance with the "International Building Code" (IBC) as amended by all other state and local codes, permits, and building department requirements that apply. 7. Design Criteria: 8. Mechanical equipment, mechanical and sprinkler piping larger than 2 inch diameter or other items producing a hanger load over 50 lbs. shall be hung by a system approved by the owner's representative. Any hanger producing a load over 200 lbs. shall have additional framing installed to transfer these loads to the main structural beams or walls unless otherwise approved. 9. Brace all mechanical and electrical equipment, piping, etc. to the top of structural members to resist 35 percent of its weight by a system approved by the mechanical or electrical engineer respectively. 10. Details shown on the drawings are intended to apply at all similar conditions and locations. 11. Do not scale information from drawings. 03.2 CONCRETE ANCHORS 1. Expansion Anchors: Hilti KB -TZ. a. Full bearing contact for 3 -inch minimum around each anchor must be provided between the face of concrete and the anchored assembly. Provide non - shrink grout and pack as required to eliminate all void spaces between face of concrete and the anchored assembly. b. Do not cut main reinforcing or breakout back surface when drilling holes. 05.0 STRUCTURAL AND MISCELLANEOUS STEEL 1. Detailing, fabrication and erection shall conform to the Steel Construction Manual of AISC. 2. The contractor shall be solely responsible for all OSHA requirements for safety and erection including, but not limited to, erection bolts, bracing, fall protection, guard rails, etc. 3. All steel to be ASTM A36. 4. All structural tubing shall be ASTM A500, Grade B, fy = 46 ksi. 5. All threaded rods shall be ASTM A36. 6. All welds shall be made by Pre - qualified Welders to AWS Pre - qualified Welded Joint Standards. a. Prior to beginning and during welding, all requirements of the 'Special Inspection' section of these notes shall be met. b. Filler metals shall meet AWS A5 specifications. Electrodes shall be 70ksi which are compatible with the base material, welding process and position. Provide low hydrogen electrodes for SMAW. Meet minimum toughness CVN value of 20 ft. lbs. at -20 degrees Fahrenheit for all welding of moment frames and full penetration welds. Do not mix weld electrodes that reduce the CVN value of the weld. c. GMAW field welding not allowed. GMAW shop welding using short circuiting transfer is not allowed. d. Preheat and interpass temperatures are to meet AWS requirements. e. Unless otherwise noted on drawings, provide AISC minimum weld sizes for all welded joints. f. SMAW is not allowed to be placed over FCAW on pre - existing structural steel welded connections. Use only FCAW on pre - existing structural welds unless contractor provides material testing of existing structural welds to confirm SMAW was used. 05.4 LIGHT GAUGE METAL FRAMING 1. All light gauge steel shapes shall be 33 ksi material per ASTM A -446, Grade A for 18 gage and lighter, and 50 ksi A446 Grade D for 16 gage and heavier, unless noted otherwise. Shapes shown are per Steel Stud Manufacturers' Association. Manufacturer's shapes with equal or greater A, I, S, and R factors may be substituted provided they have ICC -ES research reports. Studs and blocking shall be punched 'C' studs of 20 gage (minimum) material with 1 -3/8 inch wide (minimum) stiffened flanges (unless otherwise noted). 2. Design of framing members shall comply with AISI Cold Formed Steel Design Manual. 3. Screws for connecting steel framing members shall be self - drilling, self - tapping screws with minimum fy = 33 ksi. Connect studs to track with minimum two (2) #8 screws (one each side). Connect multiple studs or joists together with minimum #8 screws at 24 inches on center. 4. Screws for connecting gypsum wallboard or plywood to metal studs and track shall be bugle headed, self - drilling screws. 5. Torch cutting of load bearing studs not allowed. Cut with saw or shears. 6. Torch cutting of bolt holes in track not allowed. Drill or punch holes 1/16 inch larger than the size of the bolts. 7. Bearing studs carrying axial load shall be cut so that web of studs is in direct contact with all tracks. CONSTRUCTION INSPECTION AND TESTING A. GENERAL 1. Independent testing lab to be retained by owner to provide inspections and special inspections as described herein. 2. Contractor is responsible to coordinate and provide on site access to all required inspections and notify testing lab in time to make such inspections. 3. Do not cover work required to be inspected prior to inspection being made. If work is covered, uncover as necessary. 4. The contractor shall correct all deficiencies noted in the special inspection reports and /or the engineers field observations reports to bring the construction into compliance with the contract documents, addendum, RFI's and/or written instructions. The contractor is responsible to request summary reports from the special inspector at the time of the project substantial completion. B. SPECIAL INSPECTIONS 1. Required special inspections shall be performed by an independent special inspector per Section 1701 of the California Building Code (CBC) for the following: 12,3 Special Inspection Program Footnotes 1. Items checked with X shall be inspected in accordance with IBC Chapter 17 by certified special inspectors from a testing agency approved by the building official. 2. Special inspection is not required for work performed by an approved fabricator meeting the requirements of IBC Section 1704.2.2. 3. The special inspector shall provide a copy of their report to the owner, architect, structural engineer, contractor and building official. 4. Continuous special inspection means full -time observation of the work requiring special inspection by an approved special inspector present in the area where the work is being performed. Periodic special inspection means part time or intermittent observation of the work at intervals necessary to confirm that work requiring special inspection is in compliance. 5. Not used. 6. All structural shop and field welds shall be visually inspected. The special inspector need not be continuously present during welding, except as noted, provided the materials, qualifications of welding procedures and welders are verified prior to the start of work; periodic inspections are made of work in progress; and a visual inspection of all welds is made after completion or prior to shipment of shop welding. 7. The contractor shall submit a 'welding procedure specification' (WPS) in accordance with AWS 5.1.2 for review by special inspector prior to beginning work. The WPS shall include all information recommended in the sample form of Appendix E of the AWS code including recommendations from the electrode manufacturer, proposed method of base metal preparation, back gouging sequence, method of placement of new weld material, backer plate and runoff tab removal and final finishing. 8. The inspector shall verify welder qualifications, WPS, welding process, electrode, assembly configuration, fit -up tolerance (1/16 inch max.), preheat and interpass temperature and preparation of all steel surfaces. Do E 8 3 �i a C', N H m CC 0 = 0 a a N m .j Fo E 1 ©OOT CTI1 R TA L DGSOCb 2850 EUCLID AVENUE q OHI 4411 A N11' PHORIEs 218.781.01M FAL 21807 tO134 co p a) co 4 E' �� � r co Lo 0 CO 5 # o . (L) Q >=' CI) c (i) 17 V VJ RIEVOSOCHS SD1 narmrrn (IMAM 0/7201 fat STRUCTURAL NOTES ADD La o o O I I&TIO[ S R F .,, :- .. Cr-Y OF ti FEB 212008 Pi=1ML s CENTER 3625162 -43 STUDS 16" O.C. (TYP) W/ (3) #S SCREWS EA END- SEE ARCH SUSPENDED GP BD CEILING- SEE ARCH STOREFRONT FRAMING PLAN 3625162 -43 SOFFIT BRACE 6 48" O-C. SEE 14 q f . 1.43 \4 Mk AEI SD4 TYP SCALE: 3/4" = 1' -0" 3625162 -43 W/ (2) #S SCREWS TO EACH STUD a N r I l DIAGONAL 3625162 -43 BRACE W/ (2) #S SCREWS BRACE TO LINTEL. SKEW BRACE TO MISS (E) STRUCT MEMBER SEE� A • R SAFE ITACI -IMENT L i ;+ - r 1 CANTILEVER HORIZ STUDS OVER TOP OF LINTEL BEAM 3/4" DEFLECTION SPACE BETWEEN / BULKHEAD AND / STOREFRONT LEXISTING BULKHEAD BOXED LINTEL SEE 1 3625162 -43 W/ (2) s'8 SCREWS TO EACH STUD SUSPENDED GP BD CEILING- SEE ARCH \\ SCALE: 3/4" = 1' -0" SCALE: 3/4" = 1' -0" 5D4 TYP 4' -0" 3 SD4 3628162 -43 SOFFIT BRACE e 4S" O,C. SEE 3625162 -43 STUDS 6 167" O.C. (TYP) W/ (3) S SCREWS EA END- SEE ARCH A t + I / 3 12" MAX(, ) 362T125 -43 TRACK H55 2 x 2 x 1/4 8" FROM CORNER SEE T \—EXISTING BEAM + L1 FOR INFO NOT NOTED SEE SD2 / 3/4" DEFLECTION SPACE BETWEEN BULKHEAD AND / STOREFRONT t FOR INFO NOT NOTED SEE EXISTING BULKHEAD BOXED LINTEL SEE L2 x 2 x 16 GA CORNER WITH (1) #8 SCREW TO EA STUD 362162 -43 STUDS 16" O-C, WI 362T125 -43 TRACK TOP AND BOTTOM 362T125 -43 TRACK W/ 0.148 "4' x 1 1/2" PAF 32" O.C. 3625162 -43 STUDS e 16" O.C. (TYP) W/ (3) *S SCREWS EA END- SEE ARCH 3625162 -43 SOFFIT BRACE ' 48" O SEE 3625162 -43 W/ (2) *t8 SCREWS TO EACH STUD SUSPENDED GP BD CEILING- SEE ARCH SCALE: 3/4" = 1' -0" 3625162 -43 STUDS 16" O.C. (TYP) W/ (3) *S SCREWS EA END- SEE ARCH 3625162 -43 SOFFIT BRACE e 48" O SEE TYP — 1 - SCALE: 3/4" = 1' -0" 1, S (2) 0.145 "4' P.AF. TO CAP iE A q 4 SCALE: 1 1/2" = 1' -0" ++ + t + 4 t + + 7 N \ / !J + 3625125 -43 TRACK / SILL HEIGHT SEE ARCH 4 WALL CORNER I 1/2" x 3" x O' -S" BASE lE W/ (2) 1/2 "0 HILTI KB -TZ EXP ANCHORS W/ 3 1/4" EMBED z EXISTING BULKHEAD BOXED LINTEL SEE Pol-418 L) FOR INFO NOT NOTED SEE L EXISTING BULKHEAD CANTILEVER HORIZ STUDS OVER TOP OF LINTEL BEAM BOXED LINTEL SEE giR itOVSD $,k �pp8 cep - O _ \� � ° RECEIVE`; MAY 8 2000 PERMIT CENTF JEHCIEK ARCHITECTURE METAL DC ON MO EUCLID AVENUE M [SAN% ON110 4411 PHONE 218.781.0'131 FAA! 218.M.0184 ca co Ce (I) L T : 6 2 '-f 0 :) _ "4i o w < VIr a) 0 - 5 -.F., " c T C 4 Co U EXPIRES: 10 -31 -2009 SD2 PPUTO re IMAM amrol PGM STRUCTURAL MAIMS ST CTURAL E[OT S P:12007107249 Kay Jewelers Tukwila, WA #605lCaclISD2 072491SD2_07249.dwg, 4/18/2008 7:51:58 AM, 6443 SW Beaverton-Hillsdale Hwy, suite 210 Portland, OR 97221 ph:503.203.8111 fx:503.203.8122 L , J 1/4" x 3" x 3" I I I I I IT =IT r " L r , CAP le I-ISS 2 x 2 x 3/16 3/16 / j 3625162 -43 STUDS 16" O.C. (TYP) W/ (3) #S SCREWS EA END- SEE ARCH SUSPENDED GP BD CEILING- SEE ARCH STOREFRONT FRAMING PLAN 3625162 -43 SOFFIT BRACE 6 48" O-C. SEE 14 q f . 1.43 \4 Mk AEI SD4 TYP SCALE: 3/4" = 1' -0" 3625162 -43 W/ (2) #S SCREWS TO EACH STUD a N r I l DIAGONAL 3625162 -43 BRACE W/ (2) #S SCREWS BRACE TO LINTEL. SKEW BRACE TO MISS (E) STRUCT MEMBER SEE� A • R SAFE ITACI -IMENT L i ;+ - r 1 CANTILEVER HORIZ STUDS OVER TOP OF LINTEL BEAM 3/4" DEFLECTION SPACE BETWEEN / BULKHEAD AND / STOREFRONT LEXISTING BULKHEAD BOXED LINTEL SEE 1 3625162 -43 W/ (2) s'8 SCREWS TO EACH STUD SUSPENDED GP BD CEILING- SEE ARCH \\ SCALE: 3/4" = 1' -0" SCALE: 3/4" = 1' -0" 5D4 TYP 4' -0" 3 SD4 3628162 -43 SOFFIT BRACE e 4S" O,C. SEE 3625162 -43 STUDS 6 167" O.C. (TYP) W/ (3) S SCREWS EA END- SEE ARCH A t + I / 3 12" MAX(, ) 362T125 -43 TRACK H55 2 x 2 x 1/4 8" FROM CORNER SEE T \—EXISTING BEAM + L1 FOR INFO NOT NOTED SEE SD2 / 3/4" DEFLECTION SPACE BETWEEN BULKHEAD AND / STOREFRONT t FOR INFO NOT NOTED SEE EXISTING BULKHEAD BOXED LINTEL SEE L2 x 2 x 16 GA CORNER WITH (1) #8 SCREW TO EA STUD 362162 -43 STUDS 16" O-C, WI 362T125 -43 TRACK TOP AND BOTTOM 362T125 -43 TRACK W/ 0.148 "4' x 1 1/2" PAF 32" O.C. 3625162 -43 STUDS e 16" O.C. (TYP) W/ (3) *S SCREWS EA END- SEE ARCH 3625162 -43 SOFFIT BRACE ' 48" O SEE 3625162 -43 W/ (2) *t8 SCREWS TO EACH STUD SUSPENDED GP BD CEILING- SEE ARCH SCALE: 3/4" = 1' -0" 3625162 -43 STUDS 16" O.C. (TYP) W/ (3) *S SCREWS EA END- SEE ARCH 3625162 -43 SOFFIT BRACE e 48" O SEE TYP — 1 - SCALE: 3/4" = 1' -0" 1, S (2) 0.145 "4' P.AF. TO CAP iE A q 4 SCALE: 1 1/2" = 1' -0" ++ + t + 4 t + + 7 N \ / !J + 3625125 -43 TRACK / SILL HEIGHT SEE ARCH 4 WALL CORNER I 1/2" x 3" x O' -S" BASE lE W/ (2) 1/2 "0 HILTI KB -TZ EXP ANCHORS W/ 3 1/4" EMBED z EXISTING BULKHEAD BOXED LINTEL SEE Pol-418 L) FOR INFO NOT NOTED SEE L EXISTING BULKHEAD CANTILEVER HORIZ STUDS OVER TOP OF LINTEL BEAM BOXED LINTEL SEE giR itOVSD $,k �pp8 cep - O _ \� � ° RECEIVE`; MAY 8 2000 PERMIT CENTF JEHCIEK ARCHITECTURE METAL DC ON MO EUCLID AVENUE M [SAN% ON110 4411 PHONE 218.781.0'131 FAA! 218.M.0184 ca co Ce (I) L T : 6 2 '-f 0 :) _ "4i o w < VIr a) 0 - 5 -.F., " c T C 4 Co U EXPIRES: 10 -31 -2009 SD2 PPUTO re IMAM amrol PGM STRUCTURAL MAIMS ST CTURAL E[OT S P:12007107249 Kay Jewelers Tukwila, WA #605lCaclISD2 072491SD2_07249.dwg, 4/18/2008 7:51:58 AM, 6443 SW Beaverton-Hillsdale Hwy, suite 210 Portland, OR 97221 ph:503.203.8111 fx:503.203.8122 1/4" x 3" x 3" I I I I ,E' SD4 TYP SOFFIT 1 � =IT r " L r , CAP le I-ISS 2 x 2 x 3/16 3/16 / j 1 /i\ A :1 a o i Sp2 3625162 -43 STUDS 16" O.C. (TYP) W/ (3) #S SCREWS EA END- SEE ARCH SUSPENDED GP BD CEILING- SEE ARCH STOREFRONT FRAMING PLAN 3625162 -43 SOFFIT BRACE 6 48" O-C. SEE 14 q f . 1.43 \4 Mk AEI SD4 TYP SCALE: 3/4" = 1' -0" 3625162 -43 W/ (2) #S SCREWS TO EACH STUD a N r I l DIAGONAL 3625162 -43 BRACE W/ (2) #S SCREWS BRACE TO LINTEL. SKEW BRACE TO MISS (E) STRUCT MEMBER SEE� A • R SAFE ITACI -IMENT L i ;+ - r 1 CANTILEVER HORIZ STUDS OVER TOP OF LINTEL BEAM 3/4" DEFLECTION SPACE BETWEEN / BULKHEAD AND / STOREFRONT LEXISTING BULKHEAD BOXED LINTEL SEE 1 3625162 -43 W/ (2) s'8 SCREWS TO EACH STUD SUSPENDED GP BD CEILING- SEE ARCH \\ SCALE: 3/4" = 1' -0" SCALE: 3/4" = 1' -0" 5D4 TYP 4' -0" 3 SD4 3628162 -43 SOFFIT BRACE e 4S" O,C. SEE 3625162 -43 STUDS 6 167" O.C. (TYP) W/ (3) S SCREWS EA END- SEE ARCH A t + I / 3 12" MAX(, ) 362T125 -43 TRACK H55 2 x 2 x 1/4 8" FROM CORNER SEE T \—EXISTING BEAM + L1 FOR INFO NOT NOTED SEE SD2 / 3/4" DEFLECTION SPACE BETWEEN BULKHEAD AND / STOREFRONT t FOR INFO NOT NOTED SEE EXISTING BULKHEAD BOXED LINTEL SEE L2 x 2 x 16 GA CORNER WITH (1) #8 SCREW TO EA STUD 362162 -43 STUDS 16" O-C, WI 362T125 -43 TRACK TOP AND BOTTOM 362T125 -43 TRACK W/ 0.148 "4' x 1 1/2" PAF 32" O.C. 3625162 -43 STUDS e 16" O.C. (TYP) W/ (3) *S SCREWS EA END- SEE ARCH 3625162 -43 SOFFIT BRACE ' 48" O SEE 3625162 -43 W/ (2) *t8 SCREWS TO EACH STUD SUSPENDED GP BD CEILING- SEE ARCH SCALE: 3/4" = 1' -0" 3625162 -43 STUDS 16" O.C. (TYP) W/ (3) *S SCREWS EA END- SEE ARCH 3625162 -43 SOFFIT BRACE e 48" O SEE TYP — 1 - SCALE: 3/4" = 1' -0" 1, S (2) 0.145 "4' P.AF. TO CAP iE A q 4 SCALE: 1 1/2" = 1' -0" ++ + t + 4 t + + 7 N \ / !J + 3625125 -43 TRACK / SILL HEIGHT SEE ARCH 4 WALL CORNER I 1/2" x 3" x O' -S" BASE lE W/ (2) 1/2 "0 HILTI KB -TZ EXP ANCHORS W/ 3 1/4" EMBED z EXISTING BULKHEAD BOXED LINTEL SEE Pol-418 L) FOR INFO NOT NOTED SEE L EXISTING BULKHEAD CANTILEVER HORIZ STUDS OVER TOP OF LINTEL BEAM BOXED LINTEL SEE giR itOVSD $,k �pp8 cep - O _ \� � ° RECEIVE`; MAY 8 2000 PERMIT CENTF JEHCIEK ARCHITECTURE METAL DC ON MO EUCLID AVENUE M [SAN% ON110 4411 PHONE 218.781.0'131 FAA! 218.M.0184 ca co Ce (I) L T : 6 2 '-f 0 :) _ "4i o w < VIr a) 0 - 5 -.F., " c T C 4 Co U EXPIRES: 10 -31 -2009 SD2 PPUTO re IMAM amrol PGM STRUCTURAL MAIMS ST CTURAL E[OT S P:12007107249 Kay Jewelers Tukwila, WA #605lCaclISD2 072491SD2_07249.dwg, 4/18/2008 7:51:58 AM, 6443 SW Beaverton-Hillsdale Hwy, suite 210 Portland, OR 97221 ph:503.203.8111 fx:503.203.8122 1/4" x 3" x 3" I I I I 1 1/2" I I I I I I CAP le I-ISS 2 x 2 x 3/16 3/16 / A :1 a o 3625162 -43 STUDS 16" O.C. (TYP) W/ (3) #S SCREWS EA END- SEE ARCH SUSPENDED GP BD CEILING- SEE ARCH STOREFRONT FRAMING PLAN 3625162 -43 SOFFIT BRACE 6 48" O-C. SEE 14 q f . 1.43 \4 Mk AEI SD4 TYP SCALE: 3/4" = 1' -0" 3625162 -43 W/ (2) #S SCREWS TO EACH STUD a N r I l DIAGONAL 3625162 -43 BRACE W/ (2) #S SCREWS BRACE TO LINTEL. SKEW BRACE TO MISS (E) STRUCT MEMBER SEE� A • R SAFE ITACI -IMENT L i ;+ - r 1 CANTILEVER HORIZ STUDS OVER TOP OF LINTEL BEAM 3/4" DEFLECTION SPACE BETWEEN / BULKHEAD AND / STOREFRONT LEXISTING BULKHEAD BOXED LINTEL SEE 1 3625162 -43 W/ (2) s'8 SCREWS TO EACH STUD SUSPENDED GP BD CEILING- SEE ARCH \\ SCALE: 3/4" = 1' -0" SCALE: 3/4" = 1' -0" 5D4 TYP 4' -0" 3 SD4 3628162 -43 SOFFIT BRACE e 4S" O,C. SEE 3625162 -43 STUDS 6 167" O.C. (TYP) W/ (3) S SCREWS EA END- SEE ARCH A t + I / 3 12" MAX(, ) 362T125 -43 TRACK H55 2 x 2 x 1/4 8" FROM CORNER SEE T \—EXISTING BEAM + L1 FOR INFO NOT NOTED SEE SD2 / 3/4" DEFLECTION SPACE BETWEEN BULKHEAD AND / STOREFRONT t FOR INFO NOT NOTED SEE EXISTING BULKHEAD BOXED LINTEL SEE L2 x 2 x 16 GA CORNER WITH (1) #8 SCREW TO EA STUD 362162 -43 STUDS 16" O-C, WI 362T125 -43 TRACK TOP AND BOTTOM 362T125 -43 TRACK W/ 0.148 "4' x 1 1/2" PAF 32" O.C. 3625162 -43 STUDS e 16" O.C. (TYP) W/ (3) *S SCREWS EA END- SEE ARCH 3625162 -43 SOFFIT BRACE ' 48" O SEE 3625162 -43 W/ (2) *t8 SCREWS TO EACH STUD SUSPENDED GP BD CEILING- SEE ARCH SCALE: 3/4" = 1' -0" 3625162 -43 STUDS 16" O.C. (TYP) W/ (3) *S SCREWS EA END- SEE ARCH 3625162 -43 SOFFIT BRACE e 48" O SEE TYP — 1 - SCALE: 3/4" = 1' -0" 1, S (2) 0.145 "4' P.AF. TO CAP iE A q 4 SCALE: 1 1/2" = 1' -0" ++ + t + 4 t + + 7 N \ / !J + 3625125 -43 TRACK / SILL HEIGHT SEE ARCH 4 WALL CORNER I 1/2" x 3" x O' -S" BASE lE W/ (2) 1/2 "0 HILTI KB -TZ EXP ANCHORS W/ 3 1/4" EMBED z EXISTING BULKHEAD BOXED LINTEL SEE Pol-418 L) FOR INFO NOT NOTED SEE L EXISTING BULKHEAD CANTILEVER HORIZ STUDS OVER TOP OF LINTEL BEAM BOXED LINTEL SEE giR itOVSD $,k �pp8 cep - O _ \� � ° RECEIVE`; MAY 8 2000 PERMIT CENTF JEHCIEK ARCHITECTURE METAL DC ON MO EUCLID AVENUE M [SAN% ON110 4411 PHONE 218.781.0'131 FAA! 218.M.0184 ca co Ce (I) L T : 6 2 '-f 0 :) _ "4i o w < VIr a) 0 - 5 -.F., " c T C 4 Co U EXPIRES: 10 -31 -2009 SD2 PPUTO re IMAM amrol PGM STRUCTURAL MAIMS ST CTURAL E[OT S P:12007107249 Kay Jewelers Tukwila, WA #605lCaclISD2 072491SD2_07249.dwg, 4/18/2008 7:51:58 AM, 6443 SW Beaverton-Hillsdale Hwy, suite 210 Portland, OR 97221 ph:503.203.8111 fx:503.203.8122 L N co O a cc ai N- O co cn ❑ N SUBMIT (3) COPIES OF MANUFACTURES DATA OR ICC -ES REPORT TO BUILDING OFFICIAL IDENTIFYING THE SYSTEM IS A HEAVY DUTY SYSTEM CONFORMING TO 2 THE REQUIREMENTS OF ASTM C635 -00. ' © NO CONNECTOR TIE OR OF CROSS MAIN RUNNER TO WALL ANGLE AT UNATTACHED ENDS SD3 ATTACHED / ■ • ° � LIGHT FIXTURE (LESS THAN 20 POUNDS) °• • °� '.- >- LIGHT FIXTURE SUPPORT SD3 i • O � ® / p `� ,I • q JEKICIEH ARCHITECTURE SD3 J i::' • • • � #8 SCREW TO EA STUD � ` -12 GA WIRE TIE TO GRID. TYPICAL EACH 0 0- 1 >< >< q� 1110 #8 SCREW TO EA STUD a. -- 2 WALL ANGLE 12 GA HANGER WIRE 2" WALL ANGLE O _ METAL DD ESEIG I = ���® C EUCLID AVENUE CLEVELAND, ®�® LAC MOM& 218 °781.0131 �QXB .. D/4 OQ�� OF W ASy � �F O C A 1 ® °• . • ' o r �� ° e_ee (ii- °AQ1 '� ° ° °� °"— ' ° � ° STABILIZER BAR AT UNATTACHED ENDS : ° ° - " ° ° ° ° °d ° ° ° ° ° .i °C d °C ° ° ° ° ° ° °` ° °° ° °� °° ® - ' �� r p � � . • , . �� WITHIN $ OF WALL 2�- p ,��� • ' �I 12 GA HANGER W IRE WITHIN 8" OF WALL ONLY WITHIN 8 OF WALL EOSEI VECTOR 4 LIGHT FIXTURE (LESS THAN 20 POUNDS) SD3 UNATTACHED © ' • • Q Q 4) • • .° • • I CROSS TIE OR e. r° —, , MAIN RUNNER V TY YM SD3 ® DENOTES LATERAL BRACING @ 12' -0" O.C. EACH WAY. BEGIN WITHIN 6' -0" OF PERIMETER AND WITHIN 2" FROM CROSS MEMBERS. Q TYP. CEILING GRID LAYOUT (LESS THAN 2500 SO FT) POP RIVETS AT • CROSS TIE OR • 4 MAIN RUNNER HEAVY DUTY SYSTEM Q UNATTACHED END OF GRID Q ATTACHED END OF GRID .� D3 SCALE: N.T.S. D3 SCALE: 3" = 1' -0" D3 SCALE: 3" = 1' -0" D3 SCALE: 3" = 1' -0" b ,i)6..� 24756 t as ' SS /ONAl- E SEPARATE SUPPORT PIPES, CONDUITS ETC,SECURE ALL HANGERS TO BUILDING Max Length EXPIRES: 10 -31 -2009 > @ L C; Q CO . OW Ii 00 COMPRESSION STRUT STRUCTURE.TRAPEZE AROUND DUCTWORK AT 12-0" OC EACH WAY 12' -0" OC EACH WAY AND OTHER LARGEDESTRUCTIONS. 1/2" Diameter Conduit (EMT) 5' -10" 3/4" Diameter Conduit (EMT) 7' -8" 1" Diameter Conduit (EMT) 9' -9" Single 162S125 -33 Metal Stud 12' -0" (1 5/8" x 20 Gauge) Back To Back 162S125-33 Metal Studs 15' -0" (1 5/8" x 20 Gauge) Single 250S125 -33 Metal Stud 13' -6" (2 1/2" x 20 Gauge) Back To Back 250S125 -33 Metal Studs 15' -0" (2 1/2 x 20 Gauge) VERTICAL STRUT TABLE SEE ADDITIONAL 12 GA SLACK Q / #12 WIRE @ 4' -0" OC #12 WIRE @ 4' -0" OC WIRES AT OPPOSITE CORNERS TIED DIRECTLY TO FIXTURE SD3 6' -0" MAX / - BUILDING STRUCTURE FOR ATTACHMENT SEE g 10 / / J ° ° o a ° ° a ° o A L o �, ° Q ° ° ° , ° ° 8c SD3 SD3 12 GA HANGER WIRES EACH CORNER LIGHT FIXTURE (10 TO 56 POUNDS) 8" MAX ,��� ■ 1- C y A% il. r a 0 ° ' ° I a I �� 0. 4 ''''" „ qr �� 1 1/$ �, ,i, HILTI CCZ7ALH32 CEILING CLIP WIRE Il li ° • } 1 r�`` EDGE DISTANCE A II 1- e ' - I LATERAL BRACING @ 12' -0" O.C. SECURE ALL HANGERS TO EACH WAY, MAINRUNNER TO BLDG. STRUCTURE. STRUCTURE. BEGIN BRACING TRAPEZE AROUND DUCTS WITHIN 6' -0" OF PERIMETER AND AND OTHER LARGE 2" FROM CROSS MEMBER OBSTRUCTIONS. ADDITIONAL, HANGERS AT ALL COUNTERSLOPE SUSPENSION @ 4' -0" O.C. - FIXTURE SUPPORT (10 TO 56 POUNDS) BRACING @ 12' -0" O.C. EACH WAY 8 ATTACHMENT TO CONCRETE FLOOR ,k�� `� MEMBERS WITHIN 8" OF HANGERS IF PERIMETER WITH SUPPORT WIRE MORE THAN 1:6 OUT OF @ 1:6 SLOPE PLUMB USE OVERSIZED STABILIZER BAR BETWEEN ALL MEMBERS AT UNATTACHED SIDE. RING / ADAPTER FOR Q SPRINKLER HEAD 3 PENETRATIONS THAT ALLOW 1" MOVEMENT 6 SEISMIC CEILING ASSEMBLY IN ALL DIRECTIONS. D3 SCALE: 3/4" = 1' -0" D3 SCALE: N.T.S. D3 D3 SCALE: 3" = V -0" \C : ; \ ' °' It 11) Di ans 1........R.,.+D 'En 1 RECEIVED IV > • MAY 8 ZO( O PERMIT CENTEE CO O. w CO 13 to c 6443 SW Beaverton- Hillsdale Hwy, suite 210 Portland, OR 97221 ph:503.203.8111 fx:503.203.8122 www.wdyi.com I SECTOONS o DC T DLS L N co O a cc ai N- O co cn ❑ N co co Zr co c) rn N 0 U co N ti O O 4 L2 x 2 x 16 GA CORNER WITH (1) #S SCREW TO EA STUD TYP 3625162 -43 W/ (2) *S SCREWS TO EA STUD (TYP) SUSPENDED GYP CEILING- SEE ARCH-- SCALE: 3/4" = 1' -0" 362T125 -43 TRACK W/ (1) *8 SCREW EA LEG TO EA STUD 3625162 -43 W/ (2) *S SCREWS TO EACH STUD (TYPICAL) SCALE: 1 1/2" = 1' -0" NOT TO SCALE • (3) *S SCREWS (TYPICAL) 16 GAUGE 1 "x 2 END STIFFENER (TYP. BOTH SIDES) W/ (2) #S SCREWS TO JAMB COLUMN 4 (2) 0.145 "d? P.A.F. TO SLAB a + a X (3) #S SCREWS Q EXISTING FRAMING 3625162 -43 e 16" O.C. (TYP SOFFIT FRAMING) 3625162-43 SOFFIT BRACE e 48" O.C. SEE 362TI25 -43 TRACK (TYP) 3625162 -43 BRACE 6 4S" D.C.- SEE 3625162 -43 STUDS a 16" O.C. SUSPENDED GYP BOARD CE IL ING SEE ARCH 1/2" DIA. HILTI KB -TZ W/ 3 1/2" EMBED a - I" O.C. INTO SLAB (TYP. BOTH SIDES) 3625162 -54 EA SIDE OF BOXED COLUMN W/ #8 SCREWS a 12" O.C. EA LEG TO STUDS (1) #S SCREW EACH LEG TO EACH STUD SCALE: 1 1/2" = 1' -0" NOT TO SCALE NOT TO SCALE X a 4 d d WEB BRACING OF 3625162 -43 STUDS VERIFY DIMENSIONS WITH ARCHITECT BOXED LINTEL OF 8005162 -68 STUDS AND END STIFFENERS X o t1/1 362T125 -43 TRACK W/ (I) 0.145 "4' PAF a 12" O.C. SOFFIT FRAMING SEE EA END 24' -11 1/2" AT GRILLE *1 - /S" AT GRILLE #2 24' -11 1/2" AT GRILLE *3 2' -6" AX. ' BOXED JAMB COLUMN OF 3625162-68 METAL STUDS L2 x 2 x 16 GA x 0'-3" a 48" CC. WI (2) 0.14 "d? x 1 1/2" PAF TO LOW FLUTE AND (2) #S SCREWS TO STUD CLIP ANGLES 16 GAUGE 2" x 2" (TYP.) m -1WI —1 -1 LY O0 0 '� 1— O - 1-- m m � �n (3) 362T125 -68 EA BOXED LINTEL offa v Q SCALE: 1" = 1' -0" BOXED LINTEL OF 5005162-6e STUDS AND END STIFFENERS BOXED JAMB COLUMN OF 3625162 -68 METAL STUDS NOT TO SCALE 4 0 I 1/2" (1) 1/2 "d? HILTI KB -TZ WI 3 1/2" EMBED TO LOW FLUTE 1" MIN EDGE DISTANCE L2 x 2 x 1/4 DIAGONAL BRACE H55 3 1/2 x 3 1/2 x 1/4 GRILL COLUMN (VERIFY SIZE AND LOCATION W/ GRILL MANUF.) SCALE: 1" = 1' -0" X BRACES PARALLEL TO DECK FLUTES 1 1/2" 6" x 16GA TIE PLATE EA SIDE OF COLUMN CENTER ON TOP AND BOTTOM BOXED LINTEL W/ (3) #S SCREWS TO EA. COLUMN L2x2x16 GAx1' -0" W/ (1) 0.145 "d? x 1 1/2" PAF TO EACH LOW FLUTE VERIFY DIMENSIONS WITH ARCHITECT IW 1 (2) *S SCREWS T-0 1/2" AT HOLOGRAM • • p X t • Ira 3/16 3/16 2 1 TYP JAMB COLUMN WALL OR SOFFIT BRACE 4 a Q (3) #S SCREWS EA LEG TO JAMB COL CONT BOXED JAMB TO TOP OF LINTEL *5 SCREWS e 12" O_C_ EA LEG 6 "x51 /2 "x 16 GA STIFFENER PLATE EA SIDE OF LINTEL WI (S) *5 SCREWS TO JAMB COLUMN 4 LINTEL NOT TO SCALE L 3 1/2 x 2 1/2 x 1/4 x 0' -6" 4450* FLOOR SAFE -COORD LOCATION W/ ARCHITECT P.T. 4x4 EXISTING CONC SLAB —_ SCALE: 1" = X 3/16 L2x2x16GAxLENGTH REQUIRED TO SPAN (2) LOW FLUTES W/ (1) 0.145 "4' x 1 1/2" PAF TO EACH LOW FLUTE BRACES PERPENDICULAR TO DECK FLUTES SECTION D -D (2) *14 x 2 1/2 WOOD SCREWS COUNTERSINK FLUSH W/ TOP OF ANGLE (2) 1/2 "" SIMPSON TITEN HD ANCHORS (2 3/4" EMBED.) 2'-0" 362TI25 -68 TOP 4 BOT EA LINTEL #8 SCREWS ail 12" D.C. EA LEG TYP. ADDITIONAL 362T125 -68 TRACK BENT WEB OF BOXED LINTEL TOP 4 SOT TRACK ATTACH TO JAMB COLUMN W/ (2) *S SCREWS ADDITIONAL 362T125 -68 TRACK BOXED LINTEL SEE BOXED JAMB COLUMN SEE Y) 10 \ SAFE �P WOOED fil? 22x1/4O D— MAY —8200B PERMIT CENTEF Ql a, w JEROCIEH QW ©WHT CTURE HEIM DEMON MO EUCLID AVENUE CLEVELAND, ORO 44115 PNOIIVL58 218.781.0181 FAXe 21S07$t0134 EXPIRES: 10 -31 -2009 III a) co B a0 i " Q w v co coo 0 CL CD 5 6. 141 O . a) >=1 v 2 W 4 (1) O 4 r c Co o Co u HIEWEISEICHS 3 SD4 romorrrc wpm Dram) POI S ©THONS o DETAILS MALL CORRIDOR toilet room 0 stock room •••..... • : •• • .• •• • :.....••••� •••••••••••••••••••••••••••••••••••• • 1 .• • : • • repair i shop office . . .•S.. •••••••••••••••••••••••I . :• ::. .. . :: OCCUPANCY LOAD$ SALES AREA SALE$ U� sU$NNES8 USE OFFICE BUSINESS USE REPAIR SHOP TOTAL BUSINESS USE 100 STOCK AND TOILET ROOM STORAGE USE W6 = 30 504 5 100 201 _ 2 1D0 156 2 248 = 1 300 40 •••. 44" E GRESS PAN MP) _ . •.ta.14.1 •. ..y.. EXIT TO MALL CONCOURSE EXIT NNW NM EXIT SIGN m ' u — _ ' : EXIT ... EGRESS PLAN 1/4 " -1' -0" EXIT TO MALL CONCOURSE 1 1 sales area .- .;•: • FtRE t:XTINCaUISHER (TrR OF 3) EXIT SIG• • • •••••••••••••••••••••• ▪ •••.• •••.••••••...•.•••••••••••••••• • ' r' •• —44' EGRESS PATH (t'rFJ ProJect Design 4 Drawings © 2001 Jarrow Architecture Original Prototype Design © 2006 Jencen Architecture MALL CONCOURSE TO MALL EXIT ALL CONCOURSE R CI'( 0 'ILA FEB 212008 Phhi CEN7 LR JEROCIEKI ARC OD tJ E ©TYRE METAL DEMON MM So/�Ypp��Y!!y.'''���c� ID M r• 471. P�"It O 1EB LI U`000131 FA w N 0 -1 '.�:• I. c ri 7 CD CD cti rim X 0012 G C0 LO (31) w O MC D < co 0 4-# w st I. 0) 0 0 76 4 •� — 0 0 il V�� co 8 XIT PIEVOSOOKIS EORESS PLAN