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Home My WebLink AboutPermit D07-397 - WESTFIELD SOUTHCENTER MALL - HOT TOPIC - TENANT IMPROVEMENTHOT TOPIC 2676 SOUTHCENTER MALL D07 -397 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.cttukwila.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 -397 Occupant/Tenant: HOT TOPIC Building Address: 2676 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 58 Cn 2 DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 2676 SOUTHCENTER MALL TUKW Suite No: 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 Tenant: Name: HOT TOPIC Address: 2676 SOUTHCENTER MALL , TUKWILA WA Cityf Tukwila Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: DEVELOPMENT PERMIT Contact Person: Name: SHANNON HUNTER Address: 16435 N SCOTTSDALE RD, STE 195 , SCOTTSDALE AZ 85254 Phone: 480 998 -4200 Contractor: Name: TIMBERWOLFF CONSTRUCTION INC Address: 1659 W ARROW RTE , UPLAND CA 91786 Phone: 909 949 -0380 Contractor License No: TIMBECIO21DM Permit Number: D07 -397 Issue Date: 03/26/2008 Permit Expires On: 09/22/2008 Expiration Date: 03/08/2010 DESCRIPTION OF WORK: NEW TENANT IMPROVEMENT INCLUDING NEW PARTITIONS, CEILINGS, FIXTURES, FINISHES, ETC. Value of Construction: $115,000.00 Fees Collected: $2,209.03 Type of Fire Protection: SPRINXLERS /AFA International Building Code Edition: 2006 Type of Construction: I>B Occupancy per IBC: 0019 doc: IBC-10 /06 * *continued on next page ** D07 -397 Printed: 03 -26 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of .14: permit d • _ - no presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction o = • - ' f •�� o J ' . I am authorized to sign and obtain this development permit. ` Signature: / V Date: 03(2- 6 Print Name: City o Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Date: Permit Number: D07 -397 Issue Date: 03/26/2008 Permit Expires On: 09/22/2008 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 -397 Printed: 03 -26 -2008 Parcel No.: 6364200010 Address: 2676 SOUTHCENTER MALL TUKW Suite No: Tenant: HOT TOPIC 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 14: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D07 -397 Status: ISSUED Applied Date: 10/22/2007 Issue Date: 03/26/2008 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: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 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. 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the D07 -397 Printed: 03 -26 -2008 following concerns: doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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 extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 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 nun) 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 nun). (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: 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) 26: 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) 27: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mrn) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mrn) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 min). 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 D07 -397 Printed: 03 -26 -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) 28: 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) 29: 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) 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. (IFC 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: 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) 35: 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) 36: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 37: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 38: 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. 39: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 40: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: 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 * *continued on next page ** D07 -397 Printed: 03 -26 -2008 Signature: j'�,�� Print Name: cf7�e� � doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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 rformance of work. Date: 03/26 DS D07 - 397 Printed: 03 -26 -2008 • SITE LOCATION Site Address: G 33 . >iN,rli Tenant Name: SOT To P1k. Property Owners Name: lode v( ii (c x+-44;01.1 Mailing Address: Name: %.�iaYtrl.tsrl 44u.vl Mailing Address: E -Mail Address: San /ran. /iva.1-e.— Company Name: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:/lwww.citukwila.wa.us 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 ** p 13r° Peierm feted tic . covrl Contact Person: E -Mail Address: Contractor Registration Number: Company Name: i'/ TGff IQ C 7 /Tf GTu.CC� Mailing Address: / /n (j y3.s` I N. Sea l� I' 5� l� /�C• Contact Persor On lt. It e E -Mail Address:_ rirki • Ft ed /4nd -; ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record C • .� 0.41, h Q:Upplications\Forn1s- Applications On LineO -2006 - Permit Application.doc Revised: 9 -2006 bh Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. pad- 123 (For office use only) King Co Assessor's Tax No.: aP o 36 013423 New Tenant: R] Yes ❑..No Suite Number: ill2S Floor: a2 Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: q�`g 98 — C/c2-6 8 City State Zip Fax Number: — 9� 7 / _a ! _ ,. GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Mailing Address: Zip State City Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Sh /9s-sea c 4 i v s 0 7s -y City State Zip Day Telephone: 070 —1F 7C P' 9. Fax Number: 3 Company Name: Van Pe h n ( r'/ 7/ Z 1 7 GG�" Mailing Address: 6p 3c' WcS •ifOr 4 7a /RAJ y Q Cr/VA// / 7Gas/ / City State Zip Contact Person: E -Mail Address: 8 ,1/ � 1 , � r , L Day Telephone: 0 7 00 — o 2f>?s - 7• C Fax Number: 8/7 Page 1 of 6 kwie BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ Ii5 O X Existing Building / Valuation: $ Scope of Work (please provide detailed information): CO t 11/ /Ve 046 1/ J - ,ie /- I Ian- 4 - Pmfrurerrir / irCiccd/kC Ile Lt) 4i 4 ��i irn s ' I 4 lC 4 PA S S O Will there be new rack storage? ❑ Yes R.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety 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:\Applications\Fmms- Applications On Linet3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor 2" Floor 2,Ias a -B 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck kwie BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ Ii5 O X Existing Building / Valuation: $ Scope of Work (please provide detailed information): CO t 11/ /Ve 046 1/ J - ,ie /- I Ian- 4 - Pmfrurerrir / irCiccd/kC Ile Lt) 4i 4 ��i irn s ' I 4 lC 4 PA S S O Will there be new rack storage? ❑ Yes R.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety 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:\Applications\Fmms- Applications On Linet3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <IOOK BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU \ Evaporator Cooler Diffuser `g • -15 HP /500,000 BTU Floor Furnace \ \ Ventilation Fan Connected to Single Duct / Thermostat 15 -30 HP /1,000,000 BTU Mounted Heater Suspended/Wall/Floor `� Mounted Heat \ Ventilation System \ Wood/Gas Stove \ 30 -50 HP/1,750,000 BTU \ Appliance Vent \ Hood and Duct P . Emergency Generator N 50+ HP /1,750,000 BTU \ Repair or Addition to Heat/Refrig/Cooling System ` Incinerator - Domestic 4 Other Mechanical Equipment Air Handling Unit <10,000 CFM t Incinerator — Comm/Ind MECHANICAL PERMIT INFORMATION - 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: T 6e aI fit, L Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 1 C, 00 0 Scope of Work (please provide detailed information): Nev.) \I AN) F,O x O% 51 /10 c01.3 tit P c fi0 LA NO l01'5 ect eftivei ' u 1 Y9PS / 6A(/ /€ 4 1 ( tS 'F4'nl /w Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... Replacement .... ❑ Fuel Type: Electric Gas .... Other: Indicate type of mechanical work being installed and the quantity below: Q:\ Applications\Forms- Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower N Drinking fountain or water cooler (per head) \ \ Wash fountain \ Gas piping outlets Bidet \ Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain 1 Sinks I Dental unit, cuspidor Shower, single head trap "'ft.,. Urinals Dishwasher, domestic, with independent drain `Lavatory Water Closet I Building sewer or trailer sewer Rain water system — per drain (inside building) \ Water heater and/or vent Repair or alteration of drainage or vent piping 1 Additional medical gas inlets/outlets — six or more Medical gas piping system serving one to five inlets/outlets for specific gas 4 _park Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment PLUMBING AND GAS PIPING PERMIT INFORMATION — 206 -431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: 9 i j?zien7_ 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): $ 5 Valuation of Gas Piping work (contractor's bid price): $ "5 Scope of Work (please provide detailed information): OP t.) 5 , (' 0-, (Ol'2OIG odf c'( aee. 1bk ro t Building Use (per Int'l Building Code): 141.2- .a- t . Occupancy (per Int'l Building Code): r' Utility Purveyor: Water: C 1 L (O � !(,t,J t r 4 Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: QMpplications\Forms- Applications On Liner -2006 - Permit Application.doc Revised: 9 -2006 bh (t'r / e -P 7 a' kt.orici Page 5 of 6 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 OWNER R AUTHORIZE AGE NT: Signature: Print Name: Mailing Address: Date Application Accepted: 1o� 221 v 1- Q:\Applications\Fomu- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh City State Date: lo --16 `.o7 Day Telephone: lab —1 /W --4000 Date Application Expires: 01 4 1 72- 1 401 Staff Initials: Page 6 of 6 Receipt No.: R07 -02303 Initials: JEM User ID: 1165 Payee: ADD: FITCH, INC. 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.: 2623049023 Permit Number: D07 -397 Address: 633 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 10/22/2007 Applicant: HOT TOPIC Issue Date: Amount Payment Check 002428 868.45 Account Code Current Pmts 000/345.830 868.45 Total: $868.45 Payment Amount: $868.45 Payment Date: 10/22/2007 10:42 AM Balance: $1,340.58 iii.:.... dnr.: RPrtaint -n6 Printad: 1f1- 72 -9107 Project: 7 /I 7-- 7D P// Type of Inspection: ,�.v2/ \..._ Address: , . m,9 // Called: Special Instructions: Date Wanted: 7 -Z2 -�° � a.m m. . C rit Requester: N Phone : 7i6"" 2 9l- .s`,g3S COMMENTS: 'Inspector: 'Receipt No.: 7e#114 /I C011194 , IDate: 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 -3 0 Approved per applicable codes. 0 Corrections required prior to approval. Date: 74 /Der El $60 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i Project: Project: � P /e Type of Inspection: - 67' /72 Date Called: Special Instructions: Date Wanted: p.m. � �� /` /eO - Requester: Phone No: 51532 - 7/5Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 00 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: r m . otc to 5fc /516 f F 'Inspector: 1 Date: 7— El $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: 3 Project: /4 oh, Ty of Inspection: scksp. Gu{ :, Address: ,16 �� Date Called: Special Instructions: Date Wanted'/ a (a m. Requester: Phone No: poi -397 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 A A pproved per applicable codes. Q Corrections required prior to approval. COMMENTS: i nspector: - ❑ $60 7_c bate: 7 / N/i ? 1 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pa at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. `Receipt No.: 'Date: Project: 1/d 7 Type of Inspection: ST/SPeair/d O CF /L t 4A Address: 7 ' /2/4/( Date Called: Special Instructions: Date Wanted: 7 EY` 0 8 a:m.- p.m. Requester: Ph ne No:_ - 5.2- 2/52 7 INSPECTION RECORD Retain a copy with permit t� 7197 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION le- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. M Corrections required prior to approval. COMMENTS: f/e e'r .e /c. ( 77p/it/al /tea u4 re / emir 7L-2? 514 /e) • C-- /! ef, e/1 C.- El $60. NSPECTION FEE REQUIRED. Prior to inspection, fee must be pai 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: 1 Project: /r' 7%0 " ee' Type of nspection: S ?/5f7/d& ( ?? , y Address: �.G 76 "41// Date Called: Special Instructions: Date Wanted: O —/7 4' . a.m p.m. Requester: Phone No god 57 - 2dG 0 DO�,S i 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . U 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 12 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 1)4 '�ItS 4r(4 o 'Inspector: l mss— ❑ $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: ( Pro• P7 70?/61 Typ In pection: ,Z /7z,,V' Address: 76 n / Date Called: Special Instructions: Date Wanted: ® a. . Reg r: 969 -.5-/D - 2e6 0 I l INSPECTION RECORD I Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F" 6300 Southcen Blvd #100, Tukwila, WA 98188 NI Approved per applicable codes. COMMENTS: El $60.0 . INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid • 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: (206)431 -3670 El Corrections required prior to approval. • Project: ____ Type of Inspection: ' Address: —2676 // Date Calle Special Instructions: Date Wanted: © -- /D— Off ffi` Requester: Phone q .::.57 v -Zd6 0 )e77 INSPECTION RECORD.. Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F.'. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: E /ei.iriret / ap,groi.. / ,' p°10/1 t r i rte' +o S cLs . r� rl b7 ;b4 ( Date: / J $60 R ' EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai . at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit PERMIT NO. IN ECTION NO. CITY OF TUKWILA BUILDING DIVISION 1� 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Hy T7/ Address: 2 676 M6 (1 Special Instructions: Type of Inspection: Date Called: Date Wanted: Requester: Phone No: y0/ cio 2..vfro Approved per applicable codes. LJ Corrections required prior to approval. Inspector: COMMENTS: PA 1Date: 2 7-f $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. .Date: 'Receipt No.: COMMENTS: TT '�/Q, / Type of Inspection: F0,9-,-n/N- Date Called: F ;i: S7 /I c, Address: 0I/0 mra// t rri )a ent/ed, � s �l Date Wanted: 2-6 --- p.m. Requester: farree Gtid S noel irj /eK%r 4' e < ; r r * c_ kre r,,ii . ez,'e _ / I v Project; /1157 t Type of Inspection: F0,9-,-n/N- Date Called: Address: 0I/0 mra// Special Instructions: Date Wanted: 2-6 --- p.m. Requester: Phor e Ng:, ,...._ q4ci-_5/0 -2066 INSPECTION RECORD - � 3 Retain a copy with permit PERMIT INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ‘?- 6300 Sout hcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. 0 $58.0 EINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: / /v 7"TO 1121 Type of Inspection: ,..LG Address: 6`7l0 m9 // Date Called: .-) Special Instructions: Date Wanted: -7 5 / - ore' Pan. Requester: Phone No: 9 O - 3 �D -2d6(2 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION F- 00 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: i/A $58. EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai • at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: IDate: ID Approved per applicable codes. INSPECTION RECORD Retain a copy with permit t297 3i9 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 1 2-- 6300 Southcenter Blvd., #1 00, Tukwila, WA 981 88 (206)431-3670 Type of Inspection: F th 0 p Project: Hvi 1op Address: ,24 Special Instructions: Date Called: Date Wanted: a.m. p.m. Requester: Phone No: 101 po 2.00 El Corrections required prior to approval. COMMENTS: ?recoil me ell' fly Inspector: 7) rate: 0 $5810INSPECTION FEE REQUIRED. Prior to inspection, fee must be pai t 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. IDate: .\(‘ Receipt No.: Project: --Topic., Sprinklers: y Type of Inspection: _,,„,,,_ c Hood & Duct: Address: a h7 6 S . C. t/)�2[_._ Suite #: Contact Person: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: r Sprinklers: y Fire Alarm: Y . Hood & Duct: Monitor: , 1, IA to Pre -Fire: I-) Permits: /J Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS Wa. 98188 206- 575 -4407 F . Approved per applicable codes. n Corrections required prior to approval. COMMENTS: r-e kb.) V(L — Inspector: ", s /y Date: 7 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: H k — v - e,p, 4 Type of Inspectio : S ( .. u ! E5c€-53 /W1 ,(- Address: & 7 e Suite #: S, L , 01A-1, Contact person: tII s -" Special Instructions: Phone No.: goi - s/ O —,O o Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT roved per applicable codes. Word/Inspection Record Form.Doc 1/13/06 Po7 .1c7 Y- S- /5e> PERMIT NUMBERS 206 - 575 -4407 I I Corrections required prior to approval. COMMENTS: 4K: E e ; 5 (1 1 /t fi Inspector: S / f Date: 7/ to Hrs.: I $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: -T Sprinklers: Fire Alarm: Type of Ins ecti n: Monitor: Address: a 7 6 6 Suite #: 5 yv\ A L L Con ct Person CKt I S Special Instructions: Phone No.: `Jo' S7b - c )ccLo Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila Wa. 98 206 - 575 -4407 roved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: AU C— ti o 4 Inspector: 7, s i y Date: 7A I 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. T.F.D. Form F.P. 113 Project: 14 ID p, L of I Type , L Iu(- lig / Address: - 76 , Suite #: 5 .0 , Moue_ Co tacf, Pers6n: CINICI S Special Instructions: Permits: Phone No.: i o ?- a /o — 20 bO Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fre: Permits: Occupancy Type: INSPECTION NUMBER n Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT D 3 1 7 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 ,Corrections required prior to approval. COMMENTS: , o /1> f i y o gi 4L, 114,1 t AA - ( 1 - 1(D r look_ . Inspector: Date: -7/g/0, Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. 1/13/06 T.F.D. Form F.P. 113 Project: �-�.�" -to p, , Type of Inspection: c otl1,e_ Address: c- t -7b Suite #: 6. L . r A t; V Contact Person: �.� Special Instructions: Permits: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 3 INSPEtrTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 r CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 9) 3 q S IS PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: OKA1 - t - r> Inspector: f 5111 Date: 5 5/0 '3 1 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: Type of Inspection: i bLo / Cooe_rc_ Address: 0 ,'7 4 Suite #: S C_ PA A t-L_ Contact Persgn: G �� Special Instructions: Permits: t7 64..7 — . R - ,:2- t' PSf °0 0 / r4: SL C" p, /tioa Cd,)Q <L - lAl t ' 5,9,'. : r .: c... r< < -,‘ < To 12 /2et L 'rN° 5 Project: } Io4 -- p; c Type of Inspection: i bLo / Cooe_rc_ Address: 0 ,'7 4 Suite #: S C_ PA A t-L_ Contact Persgn: G �� Special Instructions: Permits: Phone No.: Needs Shift Inspection: Sprinklers: Are Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 1 - 1 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT a�- s - /S ) PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 c o rrections required prior to approval. I Inspector: o i y Date: c- rs .. &fn $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: 4- - e, c. Type of Inspection: SPe, 64 is Lof/ --- Hood & Duct: Monitor: Address: 2 (v Suite #: 540, MAl (.� Contact Pers n: C_ ,-A-0 (Mr I . - -s Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit 6$ -S- /50 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 I I Corrections required prior to approval. COMMENTS: nspe or: Q � j / s , v Date: S. 6. p Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. 1/13/06 T.F.D. Form F.P. 113 Project Info Project Address HOT TOPIC Date 12/12/2007 South Center Mall For Building Department Use Tukwila, WA Applicant Name: DON PENN CONSULTING ENGINEER Applicant Address: 635 WESTPORT PKWY, STE 300 GRAPEVINE, TX. 76051 Applicant Phone: 8 17-410-2558 Project Summary PRJ-SUM 2008 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form 1 DEC 1 9 2007 PEHMIT carrER Revised July 2007 FILE COPY Plot, T r: CODE 'kr; ' FEB 14 INCOMPLETE RECEIVED CITY OF TUKWILA DO- 30p Project Info Project Address HOT TOPIC Date 12/12/2007 South Center Mall For Building Department Use Tukwila, WA Applicant Name: DON PENN CONSULTING ENGINEER Applicant Address: 635 WESTPORT PKWY, STE 300 GRAPEVINE, TX. 76051 Applicant Phone: 817- 410 -2558 Project Description 2295.0 J New Building ❑ Addition ❑ Alteration ✓ Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option O Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft Area in ft Allowed x Area lst Floor A -Track head Sales Area 1.50 1530.0 2295.0 1st Floor 2 Stock Room 0.50 430.0 215.0 1st Floor 64.0 Restroom/ Corridor 0.80 64.0 51.2 1st Floor 2520.0 Display Lighting 1.50 1530.0 2295.0 300.0 •* From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 4856.2 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed let Floor A -Track head 3 45.0 135.0 let Floor R- Downlight 2 50.0 100.0 1st Floor Ti- Tracklight 15 64.0 960.0 let Floor T2 -Track Head 56 45.0 2520.0 1st Floor S3- Downlight 5 60.0 300.0 1st Floor 57- Suspended Flourescent 2 64.0 128.0 let Floor D2- Downlight 3 32.0 96.0 1st Floor K -Chain Hung Flourescent 5 64.0 320.0 let Floor S6 -Wall Pendant 6 32.0 192.0 1st Floor 59 -Wall Pendant 3 32.0 96.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 4847.0 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Proposed Lighting Wattage 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG -INT Revised July 2007 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) , 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire station? 1.0 Cafeterias, fast food establishment?, restaurants/bars 1.3 Post office 1.1 Dormitory 1.0 Retail retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia", assembly spaces" 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group I -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses", storage areas 0.5 Hotel banquet/conference/exhibition hall'` 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers 0 Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of factures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T -8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 -1 Unit Lighting Power Allowance (LPA Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. _ 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling - mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Cum wasnmgton awle nuniea,uv...c. ,.., Project Info ...............,,......_- . _...._ Proj Addres: TOPIC Date 12/12/2007 South Center Mall For Building Department Use Tukwila, WA Name: DON PENN CONSULTING ENGINEER Appi. Name 635 WESTPORT PKWY, STE 300 GRAPEVINE, TX. 76051 Appl. Phone 817- 410 -2558 Project Description ❑ New ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Q lighting Power Allowance 0 Systems Analysis I Compliance Option ❑ Efficacy > 60 lumens/W ❑ Controlled by motion Sensor Building Grounds (luminaires > 100 Watts) ❑ Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. A A iiLWL'1G LTafaAaaaa Mala ay_.... Tradable Locations _-- - -a Cr - - - - - - - - v - Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ft (or x If) Watts/ Fixture Watts Proposed T..4.0 Alln.unrl 1A /,+f 1 \ VaL aS C fl ✓aa. �. �.- ...-- Non - Tradable Locations -_- - -_ - - - -- -- - - V Description Allowed Watts per ft or per If Area (ft perimeter (If) or # of items Allowed Watts x ft2 (or x If) Watts/ Fixture Watts Proposed Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Watts/ Fixture Watts Proposed a LMIrn Vaa. _., .... Location -_— - -v v - - - v Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed . ... .... .. �__ - _.__. -_ T..4... 0.......cu.d \A /Hc Exterior Lighting Summary 2006 Washington State Nonresidential Energy Code Compliance Form LTG -EXT e Total Proposed Watts may not exceed To htin Watta a Proposed Watts may not exceed Allow Revised July 2007 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. Tradable Surfaces (Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded.) Uncovered Parking Areas Parking lots and drives 0.15 W /ft Building Grounds Walkways less than 10 feet wide 1.0 W/linear foot Walkways 10 feet wide or greater Plaza areas Special feature areas 0.2W /ft Stairways 1.0 W /ft Building Entrances and Exits Main entries 30 W/linear foot of door width Other doors 20 W /linear foot of door width Canopies and Overhangs Canopies (free standing and attached and overhangs) 1.25 W /ft Outdoor Sales Open areas (including vehicle sales lots) 0.5 W /ft Street frontage for vehicle sales lots in addition to "open area" allowance . 20 W /linear foot Non - Tradable Surfaces (Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table.) Building Facades 0.2 W /ft for each illuminated wall or surface or 5.0W /linear foot for each illuminated wall or surface length Automated teller machines and night depositories 270 W per location plus 90 W per additional ATM per location Entrances and gatehouse inspection stations at guarded facilities - 1.25 W /ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W /ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces") Material handling and associated storage 03 W /ft Drive -up windows at fast food restaurants 400W per drive- through Parking near 24 -hour retail entrances 800 W per main entry 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form ;Exterior Lighting Summary (back) LTG -EXT TABLE 15 -2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised July 2007 2006 Washington State Nonresidential Energy Code Compliance Form ,Lighting Power Allowance Adjustments LTG -LPA 2006 Washington State Nonresidential Energy Code Compliance Forms Adjusted Lighting Power Allowances (Interior) ** From Table 15-1 based on exceptions listed in footnotes Revised July 2007 Project Address I HOT TOPIC 'Date 12/12/2007 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15-1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft Carry the Adjusted LPA to the corresponding "Allowed Watts per ft location on LTG -SUM. Location (floor /room no.) Occupancy Description Allowed Watts per ft Ceiling Height for this room Ceiling Height limit for this exception** Adjusted LPA Watts per ft2 Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address HOT TOPIC 'Date 12/12/2007 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Ene gy Code. Applicability (yes, no, n.a.) I Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations yes 1513.2 Area controls Maximum limit per switch n.a. 1513.3 Daylight zone control Schedule with type and features, indicate locations n.a. vertical glazing Indicate vertical glazing on plans n.a. overhead glazing Indicate overhead glazing on plans yes 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location yes (a) timer w/backup Indicate location no (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location no 1513.6.1 (a) occup. sensors Schedule with type and locations no 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans no 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes I 1514 'Max. watts 'Indicate watts for each exit sign I I LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture n.a. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) yes I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I I TRANSFORMERS (Section 1540) yes I 1540 'Transformers 'Indicate size and efficiency I I If "no" is circled for any question, provide explanation: 2006 Washington State Nonresidential Energy Code Compliance Form 2006 Washington State Nonresidential Energy Code Compliance Form Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of turning off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either: a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior. Buildings greater than 5,000 ft and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied'hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated (e.g., 24 -hour convenience stores), or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP- 1- 2002). CARUSO TURLEY SCOTT, INC. consulting structural engineers Rio Salado Executive Center 130 S. Priest Drive Tempe, AZ 85281 (480) 774-1700 (480) 774-1701(FAX) e• • GENERAL INFORMATION: BUILDING CODE: SOILS DATA: Job No. 07-954 By RAD, AB 4. RECEIVED CITY OF TUKWILA DEC 1 9 2007 PERMIT CENTER FILE COPY CLIENT: Fitch 16485 North Scottsdale Road Suite 195 Scottsdale, Arizona 85254 PrinTlit UO PROJECT: Hot Topic Westfield Southcenter Mall Space #2125 633 Southcenter Tukwila, WA 98188 Sheet No. Cover Date 11/05/2007 CODE ur.ir LP,NcE 1 it. D FEL3 1 . 4 2G0 Tuky.i:3 ' • • 2006 International Building Code with City of Tukwila Amendments N/A INCOMPLETE P01--- 1,i'02-A L_ Fob LAY AN CFI UtiR �P � 10( P Sp3 \n/p z CI � Z � h ) Assw'►E. Z7 h" 1.0 COvk- 5eRV4TI CEJL! ot I.0 Q - Z - S Ix. CJILrua � 3. Co 5 1-61�rN Eb ?Sr �YP�t� 6 _c 1,0 CI L c R3 Etirs Fp _ .4 C I.o)a) C It Z) 0/2..5 ®_3s 041 Li.* sus c:: & • . 4 1 — / „ ( . 0 4 PSf Cam` /P b CEiLbU (p e , ( (p RSF ..�_. AX _`: CV, F . L , C. APA.G rrY pm-) C A&'Ac i.,- CZ • t.21. ca Q _ Z • Co _ " < 1361 2- -12 ' - Z4 c ` C12, -t r)• Z..4(0 = 354.Zt < -egp' �5 9,Z ZR.5Z PCF < 55 PLF CARUSO TURLEY SCOTT INC. consulting structural engineers Rio Salado Executive Center 130 South Priest Drive Tempe, Arizona 85281 T:480- 774.1700 F: 480-774-1701 L,QCATE P //c)S AI” IZ' Oe- C32 No xx SC AIEGL A ► la " ale. Job Name Job No. Sheet No. By Date psi Z. '/ .SCAM t, L) 35 77. / pI CARUSO TURLEY SCOTT, INC. 130 South Priest Drive Tempe, AZ 85281 (480) 774 -1700 (480) 774 -1701 [FAX] Description Seismic design forces Ground Motion Latitude = 47.449 deg North Longitude = Location : Seismic Design Category 122.280 deg West Seattle, King County, WA 98188 SDS = S MS 213 = 0.849 Sol =SM1 *213 = 0.454 Response Modification Coefficient " R " = 0.00 System Overstrength Factor " Wo " = 0.00 Deflection Amplification Factor " Cd " = 0.00 Title : Dsgnr: Description : Scope : Job # Date: 3:34PM, 1 NOV 07 Rev: 580004 User: KW- 0600624, Ver5.8.0, 1- Dec -2003 ASCE 7 -02 Earthquake Load Calculations (01983 -2003 ENERCALC Engineering Software Page 1 hot topic 07 954.ecw:Calculations Occupancy Category ASCE 7 -02 Table 1 -1, 2003 IBC Table 1604.5 "II" : All Buildings and other structures except those listed as Category I, Ill, and I Occupancy Importance Factor = 1.00 ASCE 7 -02 9.1.4 Seismic Use Group = I ASCE 7 -02 Table 9.1.3 ASCE 7 -02 9.4.1.1, 2003 IBC 1615.1 Max. Ground Motions, 5% Damping, from USGS 1996 maps : S s S 1 = D Building height Limits : Category "A & B" Limit: Limit = Category "C" Limit: Category "0" Limit: Category "E" Limit: Category "F" Limit: = 1.274 g, 0.2 sec response = 0.435 g, 1.0 sec response Site Classification ASCE 7 -02 Table 9.4.1.2, 2003 IBC Table 16.15.1.1 "D" : Shear Wave Velocity 600 to 1,200 ft /sec = D Site Coefficients Fa & Fv ASCE 7 -02 9.4.1.2.4, 2003 IBC 1615.1.2 (using straight -line interpolation from table values) Fa = 1.00 Fv = 1.56 Maximum Considered Eartquake Acceleration ASCE 7 -02 Equation 9.4.1.2.4 -1 & 2, 2003 IBC Equations 16 -38 & 16 -39 S M s = Fa * Ss = 1.274 S = Fv * 51 = 0.681 Design Spectral Acceleration ASCE 7 - 02 9.4. 1.2.5, 2 - -3 IBC 1615.1.3 ASCE 7 -02 9.4.2.1, 2003 IBC 1616.3 ( SDS is most severe ) Basic Seismic Force Resisting System ASCE 7 -02 Table 9.5.2.2, 2003 IBC Table1617.6.2 NOTE! See ASCE 7 -02 for all applicable footnotes. Limit = Limit = Limit = Limit = CARUSO TURLEY SCOTT INC. consulting structural engineers 2702 North 44th Sheet Suite 200 Phoenix, Arizona 85008 602 -912 -9120 FAX 602- 912 -9390 LA.-r44.,_ L 1 d Q- LaX- i N L.>;1 L1 IJG W1 11.1.s 4W - 110 b 4'f4 .H Lb'11�11.JS -L � = g r t - t1:..(r 4 (1 42_ -zJ4, ' W 9r4 -I- yurpvivr i 71e•-u 6 12--0 12 -c' 112 -o 4U4 - P = ( C 1 C 12-1 = 2 .. 3o • 1 #4.-P -7y P,.. --tan. 6P a = C1 73l C 2 -f .70 tl< l te- d. 12 1Z1.Q.`b = ,226 s , :x,•('2'7_ . DLL/. -'�0 11.1 t.rc. • Cta /(I,3) 4TI-U1 - .C' = - 1( e ) L ," 1 • , t = 20 4117e7 Et /i401 - (, 7)1) 4 J - . 0 104 ,al0175 Et, tdvi ,77114; . oa¢6 1' VI, 64 ®1Z +.1.77 1)L - Ss 4- . .7.45 CC, -1,77ft - (24 b- . i744 - _ = CIt / r ►ss7 64. = 0 03 4 . 1, 37 s o s 3 1 17Z 3425 East Grant Road, Suite 201 Tucson, Arizona 85716 520. 318 -1777 FAX 520 -318 -0004 Job Name Job No. Sheet No. By Date -, PS o -4 1-SA UM 4 - 1y l2. ►z4 v 11 p A.L. r Lh.toz 4 c " U � / 1 /2 ' nu- - nt.ui G 1 f�17�1`t- riA)- /17ld ,, 1 1 P /1 II 7 -1 I '171 U -1111 - t �11i (fi'17 obi -3 -a*d 4 4'9 a-p '2 Q 1' g iq P: 50 '5 =tea - f ' 7 ;:: , 1 : S" sz =Wiz,, ; ---er Liss' ,1 241 = M?/-8) zLl = :4:29:1-9t111.7 -6 4.1' = E tt'? Z /oi:1')) ob£s14' = 9 4 L'7$$ = „it LL'It \e. A 1 n • = coil 1 )- o fi $ 0541 10-17 • -t, • = C + (1 LL• dal (I X 14 )Q-vw a - mgaZt. S - ccL frz7( Z 1114? Sit /Zl 7 ('ZI 2 ( = - 9 a 11-1 7s 0 - 1 21 Y 'I4 ' �d n l l t '9 1I7241 `l a /T zl i /t1 1 v441 rt ' - 1 I 1 Wfdkh I etqigi ` d i (1/-4:241) �"� r�' '`''� = etvarlld In L # 1 TPi u9 t q — a h p 1 ama A8 91158 lutztrY %mull eCOSB vuattiV 'Ywswa tOZ ainS 'P Od Ise3 5Lb6 allaS Iaar13 *AtrI N 7AL - °N leeq 'oN qor euaut8ua eweN qor pinn,3s $uninsnai '31►II J..LOOS guns 03 -05 -2008 SHANNON HUNTER 16435 N SCOTTSDALE RD, STE 195 SCOTTSDALE AZ 85254 city of Tukwila RE: Permit Application No. D07 -397 2676 SOUTHCENTER MALL TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 10/22/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 04/19/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 04/19/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Jder Marshall Pe t Technician xc: Permit File No. D07 -397 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 tcf 16435 NORTH SCOTTSDALE ROAD SUITE 195 SCOTTSDALE, ARIZONA 85254 USA VVWW.FITCH.COM Thank You. Sincerely, AAD FITCH, INC. d/b /a FITCH T +' ' 998 4200 F +`')98 7223 To: Allen Johannessen City of Tukwila — Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 From: Fitch 16435 North Scottsdale Road, Suite 195 Scottsdale, Arizona 85254 480 - 998 -4200 Regarding: Building Application #D07 -397 Hot Topic Space # 2125 633 Southcenter Mall Tukwila, Washington 98188 Dear Sir: The following is in response to plan review comments we received on the above mentioned submittal. This is delta 7 on the plans, for your reference. Item 1: I have removed ALL obstacles in front of drinking fountain per your BD Comment. There is a 30" x 48" clearance per ADA for handicap accessibility. Sheets Al, A3A, and A6 have been affected. Item 2: Four full sets have been sent for this submittal. Thanks Ron Hedlund for the firm. CORRECTION! U01- 397 RECEIVED FEB -7 2008 PERMIT CENTER January 25, 2008 Shannon Hunter 16435 N Scottsdale Rd Suite 195 Scottsdale AZ 85254 RE: CORRECTION LETTER #2 Development Permit Application Number D07 -397 Hot Topic — 2676 Southcenter Mall Dear Ms. Hunter, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Lim& 4(4- Brenda Holt Permit Coordinator end File No. D07 -397 City of Tukwila Department of Community Development Jack Pace, Director P:\Permit Center\Correction Letters\2007\D07 -397 Correction Ltr #2.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: January 25, 2008 Project Name: Hot Topics Permit #: D07 -397 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The plans show a drinking fountain installed tight to shelving in the back storage room. This is shall not be adequate to meet ADA clear floor space requirements. Forward approach shall be minimum 30 inches or 48 inches for parallel. Please revise plan to meet all ADA requirements for the drinking fountain. (2003 ANSI 305.3 & 602.2) 2. There have been a number of revisions at different time periods where the plans have become a confusing mixed matched set. Please provide (4) complete plan sets with each set compiled and organized to include all pages with revisions. Plan sets shall also include electrical, plumbing and mechanical sheets. (IBC 106.1.1) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 16435 NORTH SCOTTSDALE ROAD SUITE 195 SCOTTSDALE, ARIZONA 85254 USA WVVVV.FITCH.COM To: Allen Johannessen City of Tukwila — Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 From: Fitch 16435 North Scottsdale Road, Suite 195 Scottsdale, Arizona 85254 480 - 998 -4200 Regarding: Building Application #D07 -397 Hot Topic Space # 2125 633 Southcenter Mall Tukwila, Washington 98188 Dear Sir: The following is in response to plan review comments we received on the above mentioned submittal. This is delta 6 on the plans, for your reference. Item 1: The P1 sheet reflects a handicapped drinking fountain per 2006 IBC 2903.4.1. The fixture is also shown on the Al, A3A, A4, and A6 sheets provided. Item 2: On sheet A3A and 18" inch vertical grab bar on the wall side of the accessible toilet is provided with accordance to the 2003 ANSI 604.5.1. Thank You Sincere! Ron Hedlund for the firm. AAD FITCH. INC. d/b /a FITCH T +' ' 998 4200 F98 7223 CORRECTION DO7 347 JAN 17 2008 I' 't iiv,i i . LNNTER January 3, 2008 Shannon Hunter 16435 N Scottsdale Rd Suite 195 Scottsdale AZ 85254 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -397 Hot Topic — 2676 Southcenter Mall Dear Shannon Hunter, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician encl File No. D07 -397 City of Tukwila P:\Pemrit Center \Correction Letters \2007007-397 Correction Ltr #1.DOC wer Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: December 28, 2007 Project Name: Hot Topics Permit #: D07 -397 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Occupant loads over 30 to 150 shall require one drinking fountain to be installed. At least one drinking fountain provided shall be ADA accessible. Please provide for at least one drinking fountain. (2006 IBC 2903.4.1) 2. Provide for an 18 inch vertical grab bar on the wall side of the accessible toilet. (2003 ANSI 604.5.1) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. October 23, 2007 Shannon Hunter 16435 N Scottsdale Rd, Ste 195 Scottsdale AZ 85254 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Development Permit Application D07 -397 Hot Topic — XXX Southcenter Mall Dear Mr. Hunter: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on October 22, 2007 is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, ifer • rshall it Technician Enclosures File: D07 -397 ■bs P:\Permit Center\Incomplete Letters\2007\D07 -397 Incomplete Ltr #1.DOC jem Steven M Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 7 Determination of Completeness Memo Date: October 23, 2007 Project Name: Hot Topics Permit #: D07 -397 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide specifications with details that meet ASCE standards for the new suspended ceiling. Identify type of perimeter supporting endosure angle (typically 2"). (ASCE Standards 9.6.2.6.2.2.) 2. Revise Nonresidential Energy Code Compliance form "Project Summary" to meet the current 2006 Compliance forms. Should there be questions concerning the above requirements, contact the Building Division at 206-431 -3670. No further comments at this time. %Mr 'i 10/15/2007 Tukwila Building Division/Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Tenant Acknowledgement Letter Tenant improvement permit for Hot Topic. Tukwila Permit No. subject to the following condition: This condition is hereby acknowledged by: 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. Title : John Neppl V.P. of Real Estate Tenant Name: Signature : Hot Topic, Inc. CITY OF TUKWILA OCT 2 2 2007 PERMIT CENTER 18305 E. San Jose Ave. City of Industry T: 626.839.4681 F: 626.581.1093 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -397 DATE: 02 -07 -08 PROJECT NAME: HOT TOPIC SITE ADDRESS: 2676 SOUTHCENTER MALL _ Original Plan Submittal X Response to Correction Letter # 2 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: g i I ion .v Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 Fire Prevention Structural Incomplete Structural Review Required Planning Division Permit Coordinator DUE DATE: 02 -12 -08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: n DUE DATE: 03 -11 -08 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -397 DATE: 01 -17 -08 PROJECT NAME: HOT TOPIC SITE ADDRESS: 2676 SOUTHCENTER MALL _ Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPART ENTS: g t Bui :Q g • to Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES/THURS ROUTING: Please Route Dowmentslrouting slip.doc 2 -28-02 PLAN M SLIP APPROVALS OR CORRECTIONS: Fire Prevention Structural Review Required Planning Division Structural ❑ Permit Coordinator Incomplete DUE DATE: 01 -22 -08 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 02 -19 -08 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only , CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Ivlsl n 6? Public Works Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 - 397 DATE: 12 - - PROJECT NAME: HOT TOPIC SITE ADDRESS: 2676 SOUTHCENTER MALL Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued Fire Prevention Structural TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: DATE: Planning Division Permit Coordinator ❑ No further Review Required n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12-20-07 Complete FV Incomplete ❑ Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: n DUE DATE: 01-1 7-08 Approved ❑ Approved with Conditions El Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: h-0 D' Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: we._ ACTIVITY NUMBER: D07 -397 DATE: 10 -22 -07 PROJECT NAME: HOT TOPICS SITE ADDRESS: XXX SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTM NTS: la w a Bui ng ivision AiA, lo./141 Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete Comments: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documentstrouting slip.doc 2 -28-02 'PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire revention Structural � � � �, 10 Plana ng Division ❑ Permit Coordinator DUE DATE: 10-22-07 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: 1912 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 411 Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DATE: DUE DATE: 1 1-19-07 Approved with Conditions ❑ Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: City of Tukwila Project Name: HOT TOPIC 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: (0 — Mr Plan Check/Permit Number: D07-397 ❑ Response to Incomplete Letter # ® Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Address: 2676 Southcenter Mall Contact Person: Shannon Hunter Phone Number: f ' 4 Summary of Revision: / - A /kei+ed Gil 6iasi e fec J- ,1109 - q 10 beett Sheet Number(s): / 1 i 34 19 "Cloud" or highlight all dreas of revision including date of revision c Received at the City of Tukwila Permit Center by: Entered in Permits Plus on \applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: Art t%) at/ !! P sZ4 9,La 1 77e/e 4 14CtiVED OM' OF TtuKWu4 FEB 0 7 1008 f'EF M T CENTER Date: / ❑ Response to Incomplete Letter # 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: /lwww.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. Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Hot Topic Project Address: 2 676 Southcenter Mall Plan Check/Permit Number: D07-3 97 Contact Person: Shannon Hunter Phone Number: / iv --9/ O it,2 0 Summary of Revision: lapplications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Sheet Number(s): 4/ 63 /� MI 4l / 9/ "Cloud" or highlight all areas of revision Including date pf revision Received at the City of Tukwila Permit Center by: [ Entered in Permits Plus on I — ( -0 t5 / /)0/4 Steven M. Mullet, Mayor Steve Lancaster, Director �i ri;4 o i CENTER Revision submittals must be submitted in person at the Permit C�' nter. Revisions will not be accepted through the mail, fax, etc. Date: ) 2_ i _ 6 7 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Hot Topic Project Address: XXX Southcenter Py Contact Person: 514.411 n 6}ti 41L i4 7 Phone Number: ti o -99g y020fb Summary of Revision: -uui AC t? 1 -1 of Pro ec i 54•41014,14 1 -4 / relltd &re Abe ( 0.4iii i'>t iQ, a lso d V 5'#)4 toy' SPect: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on City of Tukwila \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tulwila.wa.us Plan Check/Permit Number: D07 -397 Steven M. Mullet, Mayor Steve Lancaster, Director neceiveo CIT'' i r+ tt o 'DEC 19 2007 Pt:moi l CENTER Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 • I Z 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 l (O 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 service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for (Please print N or type) �O(LeO W A Ili Owner's Name LAI (Last, First, Middle Initial) Subdivision Name Lot # Subdiv. # , ..,� Block # ` Building Name (if applicable) / ) t e 1 Ftc. eJn -C i�t +11 L Property Street Address 33 So OJT - L.L- City, State, ZIP 1-01644IttA 1 %el�� Owner's Phone Number ( I ) 4 78 ` 4 4 Sld Owner's Mailing Address (if different from above) t ( (•01 G?t LS4ff 4LC- i3c -✓� // 4N Fcooc _ l ns ,-(4 6€ -Lc_S C-4 9'002S A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 1058 (Rev. 1/031 20 0.2 s RCE White - King County King County Department of Natural Resources and Parks new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at (206) 684 -1740. Property Tax ID # 2 1 07- 0 ci'1 o 2 � 3 p Party to be Billed (if different from owner) .4 I I ABA" Party's Mailing Address: - rb 2C/ 1 83° r E s Ttlse_- 14J. Ci,— or C4 Tt) r.� 1 �-�► City or Sewer District Date of Connection Side Sewer Permit # or Property Contact Phone # ( Demolition of pre - existing building? O Yes 0 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: N/ A Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) _ 187 C. Total Residential Customer Equivalents: (add A & B) RECEIVED CITY OF TUKWILA A OCT 2 2 2007 H ERMIT CENTER RCE I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any devi ' will require resubmission of corrected data for dete;on of a revisgd capacity charge. Signature of Owner/ Representative Print Name of Owner/ ■ Representative Date (O (v- tv7 Yellow - Local Sewer Agency Pink - Sewer Customer lizrusiness Declaration 'Part Fill out this form, fold it so the business -reply portion is showing and return it to Metro's industrial waste section. If you need to use additional sheets of paper, please mail the entire package of information in a separate envelope. Mail to: Metro, Water Pollution Control Department, Industrial Waste Section, 130 Nickerson Street, Suite 200, Seattle, WA 98109 -1658. Company name: t - oT o Pic.- s6i Contact perso at your company: C.,t•rs 1 ne4,5 i! - Title: pro e rie/4 no S,tis Telephone: ( ( t3 7 .V4 1P Mailing address:_ / t 3 � :. 5 - 4oSt. fivenc t e / of p 2 i 1ws- CA q /7' Type of business (WWtiat does your firm manufacture or produce ?): C1040 &Rd tr /Welled Number of business sites: Address of each business site No. of employees at site: 1, (7 Q 2. 77 4•141 M w, ' 97 P$ 3. Use additional sheets if necessary. Part II Please circle the correct answei as it applies to the business site given below. If. you have more than one business site, please copy this page and fill out a form for each site. Company name: bT To Pt c- Site address: 61 3 5;ru 4.4 eeptieb /Ylel/ f 4' #- a5` f w I ' // A/c'¢' 9 ie Contact person: ` -/ a.urrer Title: (Ap O/22-$76;P Fl wS 5L4.8 /�li7T tt— Telephone: t/St2 -x'29# o2do 1. Does your company use water for cooling, production, manufacturing, washing, rinsing or cleaning floors in • roduction areas? ri Yes 2. Does your building have 'floor drains, catch basins,.sumps or sinks in production areas or any other outlets to the sanitary sewers? RECEIVED CI �N a�r' CITY OF TUKWILA No OCT 22 2007 PERMIT CENTER VA-314- 3. Does your business st 0 Yes If yes, are they for resale? O Yes U No 4. Does your compan use solvents or flammable substances? O Yes If yes, do you recycle them? ED Yes ❑ NO 5. Does your compan process food or animal matter? • Yes Q No 6. Does your company use metals or metal solutions in manufacturing, processing, treating waste, etc.? Ca Yes 7. Does your company pump or discharge groundwater for construction dewatering or groundwater remediation? LI Yes 8. Does your company ve uncovered storage areas or outdoor activities, such as vehicle maintenance,equipment washing and drum - cleaning? O Yes 9. How many gallons of industrial wastewater does your company discharge each day? (check one) O Less than 5,000 gallons • 5,000 - 25,000 gallons O More than 25,000 gallons or mix liquid chemicals? BUSINESS REPLY MAIL FIRST CLASS PERMIT NO. 10919 SEATTLE. WA POSTAGE WILL SE PAID BY ADDRESSEE Thank you *METRO INDUSTRIAL WASTE SECTION WATER POLLUTION CONTROL DEPARTMENT KING COUNTY DEPARTMENT OF METROPOLITAN SERVICES MS IHW 'i • 8212ND4VE ItE TLE WA 98104 -9986 I1.1..I..I....IIII....I..I I.I..I. I1 d 11I..II. I. s i NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES License Information License TIMBECIO21 DM Licensee Name TIMBERWOLFF CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601859639 Ind. Ins. Account Id SECRETARY Business Type CORPORATION Address 1 1659 W ARROW RTE Address 2 City UPLAND County OUT OF STATE State CA Zip 91786 Phone 9099490380 Status ACTIVE Specialty I GENERAL Specialty 2 UNUSED Effective Date 3/14/1998 Expiration Date 3/8/2010 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date WOLFF, MICHAEL EDWARD PRESIDENT 03/14/1998 WOLFF, MONIQUE M SECRETARY 03/14/1998 WOLFF, GLADYS VICE PRESIDENT 03/14/1998 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 Account Effective Expiration Cancel Impaired Bond Received https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= TIMBECIO21DM 03/26/2008 T TITLE SHEET Al FLOOR PLAN A2 REFLECTED CEILING PLAN A3 INTERIOR ELEVATIONS A3A INTERIOR ELEVATIONS A4 FINISH AND RESPONSIBILITY SCHEDULE A5 STOREFRONT ELEVATION & ENLARGED PLAN A5A STOREFRONT SECTIONS A6 FIXTURE I FLOOR FINISH PLAN A7 SECTIONS AND DETAILS A8 SECTIONS AND DETAILS I I M1 MECHANICAL PLAN i M2 MECHANICAL NOTES AND SPECIFICATIONS I P1 PLUMBING PLAN, NOTES AND SPECIFICATIONS El ELECTRICAL POWER PLAN M E2 ELECTRICAL LIGHTING PLAN E3 ELECTRICAL SCHEDULES, DIAGRAMS AND NOTES 4\ S1 STRUCTURAL DETAILS AND SPECIFICATIONS _ `� . -� 4444- ... `�� #� - - ,.�rrrrr.;. �+rr+K 1 IL+v F CITYOE CORRECTION I-I ■ Li Z ; n isray 4 w ! is 7'w ,+C t F PROTOTYPE RENDERING - ACTUAL STORE MAY VARY T KEY PLAN y: i WESTFIELD SOUTHCENTER MALL (FLOOR 2 OF 2) PROJECT LOCATION s :t •. a ' VICINITY MAP TUKWILA, WASHINGTON ,` r q ,, .:'. � .' 1'm1 A. HOT TOPIC CLOTHING SALES (RETAIL) WESTFIELD SOUTHCENTER MALL 633 SOUTHCENTER MALL SPACE NO. 2125 TUKWILA, WASHINGTON 98188 HOT TOPIC dba TORRID 18305 E. SAN JOSE AVENUE CITY OF INDUSTRY, CALIFORNIA 91748 (626) 839 -4682 CHRIS LANCASTER clancaster©hottopic.com WESTFIELD CORPORATION 11601 WILSHIRE BOULEVARD — 11TH FLOOR LOS ANGELES, CALIFORNIA 90025 PROJECT MANAGER: JOSH KIMMEL PHONE: (310) 893 -4761 . _..._.. AAD:fltch dba FITCH 16435 NORTH.. SCOTTSDALE ROAD, SUITE #195 SCOTTSDALE, ARIZONA 85254 CONTACT: RON HEDLUND PHONE: (480) 998-4200 FAX: (480) 998 -7223 E —MAIL: ron.hedlundOfitch.com 7. GOVERNING CODES:.. ..__ ._ .. _. , ALL WORK SHALL BE IN CONFORMANCE WITH, BUT NOT LIMITED TO, THE REQUIREMENTS OF THE FOLLOWING: AND ANY OTHER STATE AND LOCAL CODES HAVING JURISDICTION. 1. PROJECT NAME: ._._..___ 2. PROJECT DESCRIPTION: 3. PROJECT LOCATION: 44.44 4. TENANT: 5. LANDLORD: ...._.....___...._ __..._.._.._.._ 6. TENANT'S ARCHITECT:........ 8. CONSTRUCTION TYPE: , 9. OCCUPANCY:.— .. _ 10. GROSS LEASED PREMISES: 11. OCCUPANT LOAD: 12. EXIT REQUIREMENTS: 13. EXIT ILLUMINATION: 14. MUNICIPAL REVIEW: MISCELLANEOUS NOTES: 16. FIRE SPRINKLERS: BUILDING: MECHANICAL: PLUMBING: ELECTRICAL: ENERGY: FIRE: HANDICAP: ... — . M (MERCANTILE) WESTFIELD SOUTHCENTER PROJECT DATA 2006 INTERNATIONAL BUILDING CODE 2006 INTERNATIONAL MECHANICAL CODE 2006 INTERNATIONAL PLUMBING CODE 2005 NATIONAL ELECTRIC CODE WASHINGTON ENERGY CODE 2006 INTERNATIONAL FIRE CODE CURRENT ADA SEPARATE I A PERMIT AND APPROVAL RE U:.RED 2,025 SQ. FT. TOTAL NUMBER OF OCCUPANTS = 58 TOTAL NUMBER OF EMPLOYEES AT ONE TIME — 3 PUBLIC AREA: 1,653 S.F. _ 30 — 56 NON PUBLIC AREA: 372 S.F. _ 300 — 2 TWO (2) EXITS REQ., TWO (2) EXITS PROVIDED EMERGENCY EXIT ILLUMINATION SHALL BE PROVIDED AS SHOWN ON SHEET E2. CITY OF TUKWILA BUILDING DEPARTMENT 6300 SOUTHCENTER BOULEVARD, SUITE #100 TUKWILA, WASHINGTON 98188 CONTACT: ALAN JOHANNESSEN PHONE: (206) 431-3670 TENANT'S GENERAL CONTRACTOR SHALL VISIT THE PREMISES AND VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF CONSTRUCTION AND SHALL REPORT ALL DISCREPANCIES TO TENANT'S ARCHITECT. TENANT'S GENERAL CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS REGARDING CONSTRUCTION PROCEDURES, INSURANCE, ETC., AS SET FORTH BY THE LANDLORD. AN AUTOMATIC FIRE SPRINKLER SYSTEM IS EXISTING WITHIN THIS SPACE. THE CONTRACTOR SHALL REWORK AND MODIFY FOR NEW ROOM LAYOUT AND CEILING HEIGHTS IN CONFORMANCE WITH N.F.P.A. 13 STANDARDS AND LOCAL CODES & REGULATIONS. ALL WORK SHALL BE DONE BY A QUALIFIED SPRINKLER CONTRACTOR WHO SHALL DESIGN AND PREPARE SHOP DRAWINGS AND SUBMIT THEM TO THE LANDLORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SPRINKLER CONTRACTOR SHALL BE LANDLORD APPROVED. HEADS IN CEILING TILES TO BE CENTERED IN TILES WHEN IN A PUBLIC AREA. NOTE: FIRE SPRINKLER DRAWINGS AND HYDRAULIC CALCULATIONS AND CALCULATIONS SHALL BE SUBMITTED BY THE LICENSED FIRE SPRINKLER CONTRACTOR TO THE GOVERNING MUNICIPALITY FOR APPROVAL PRIOR TO ANY WORK BEING PERFORMED. MALL SPACE NO. 2125 633 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 No ar _ as ,. ti-. yhG scope of work ',:vd Y;: ; ai of Tukwila E c::)%; , £,:1 f. NOTE: Revisions wi'sl requiro o rievti plan submittal '• 1 and may include additional plan review fees. SEPARATE PERMIT REQUIRED FOR: (Mechanical Electrical LLPlumbing Li Piping City of Tukwila /BUILDING DIVISION INDEX OF DRAWINGS FILE COPY Permit No. Pier review approval Is subject to errors and omissions. A pproval of construction documents does not authorize the violation y .: . a t ed = yr off. Receipt aI* approved +� y f d .j IS ed: By I,.,_4 (. / Date: () ) / ,1 L L a City Of Tukw ila BUILDING DIVISION COPYRIGHT NOTICE: The drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. - rd co TS r44 L. Lag 43 al 44 a TO Z 2 6 •— w 13 4;4 fri wiR SCALE: 0186 Lei 0 (043) 0 NONE DRAWN BY: cOYi=Y' GRQFF (11 n- o In l CU (cJ61 U Q w 0 n In CU DATE: October 15th, 2001 SHEET: co 0 i m ra 0 CC eU 0 a s g g ti a o to E 0 H FEE B '08 T uJ LU LU ism iI I (l4 FO U 0 CO CU PROJECT No.: HOT -Q'1 -924 I of IS KEY SYM. DESCRIPTION TOP BOT. F R NG WALL: X 2Oga. METAL S'I"UDS (ICBO ER# 4 ® 24" O.G. W/ 5/8" TYPE X GYP BD ONE SIDE TO 6" ABOVE FILING PREPARE FOR FINISH PER THE INT. ELEVS. ith A2 3-5/8" AS 8 O FULL HEIGHT PARTITION TO DECK: 3 -5/8" X 209a. METAL STUDS (ICSO ER #4 ® 16" O.G. TO UNDERSIDE OF STRUCTURE ABV. W/ 5/8" TYPE X bY1F BD BOTH SIDES TO HIGHEST ADJ. CEILING. (OR DECK) PREPARE FOR FINISH PER THE INT. ELEVATIONS ® nir 14 AS I -HOUR RATED O TYP. INTERIOR PARTITION: 3 -5/8" X ISga. METAL STUDS a 16" O.G. W/ 5/8" TYPE x GYP BD BOTH SIDES TO HIGHEST ADJACENT CEILING. PREPARE FOR FINISH PER THi° INTERIOR ELEVATIONS. NOTE: AT WALL THERE MUST SE CLEAR :'/� SPACE FROM DECK TO GYP. BD. FOR HVAG , • / \ Adak W 0 LOW PARTITION: 2 I/2" X toga. METAL STUDS a 16" D.G, TO 54" A.F.F. VERIFY EXTERIOR FINISH PER INTERIOR ELEVATIONS. Mr O LETEEEEECEMEKEZE PLATFORM WALL: 3-5/8° X 18ga. METAL STUDS a 16 O.G. W/ 5/8" TYPE X GYP BD BOTH SIDES TO HIGHEST ADJACENT CEILING. PREPARE FOR FINISH PER THE INTERIOR ELEVATIONS. SEE TYPICAL SECTION ON THIS G IEEE. 410 D 0, =izz .. f f r zig 1 -HR VESTIBULE PARTITION: NOTES: I -HR FIRE RATED. UL DESIGN #U465 5-5/8" X 189a. METAL STUDS a 16" D.G. W/ 5/8" TYPE 'X' GYP BD TO CEILING. PREPARE FOR FINISH PER THE INTERIOR ELEVATIONS. J 4thetl - :tom- '- 's;F';xrh....... m; -.,ci ,�.�;c: r3- :�.ti•zr ?.:^5 HALL WAY 13' -10" 10' -5" ILLUMINATED EXIT SIGN ABOVE. SEE SHEET E2. EXISTING DEMISING PARTITION TENANT SHALL PATCH AND REPAIR EXISTING DEMISING WALLS AS NECESSARY AT TENANT'S EXPENSE H.G. METAL ZO $TUD BENCH H.G. TOILET ROOMS W/ NEW H.G. FIXTURES 4 ACCESSORIES 31' -I" NOTE: WHEN EXTENDING MALL TILE TO TENANT'S STOREFRONT BASEOR VESTIBULES TILES MUST BE FULL. TILE. IF TILE IS GUT IT MUST BE REMOVED AND REPLACED WITH FULL TILE. re .ria/11rrirf i i i f rrr 61' -O" STOCK ROOM TOILET I8" 3' -0" ALCOVE l�lr //•Ir /.�/y.Arl ieMIlt! ri Is Go 0 - 30x42 I • . M I ""i A 11 isiirzuewri i rr0 i�ri ..mf f :: /T / /// / / / / / / /. %/ ri�r razzi� iii ■iii• iii :i im.,..∎m.i�rr.r.∎ �wri�iriei:i- i�frre- ��T�l i -M� s z` "- -ice. Ile 'iww ' H.G. DRINKING FOUNTAIN (3) STDS. a 24" D.G. = 8' -0 "1 CASH/ WRAP 2' -6" 2" WIDE X I 1/4" DEEP DEPRESSION FOR SENSORMATIG GRID. G.G. TO SUPPLY 1/2" PVC CONDUIT AND COORD. W/ SYSTEM INSTALLER. COORD. FLOOR WORK W/ MALL OPERATIONS. MALL CORRIDOR SALES AREA 211 EXISTING CONCRETE FLOOR SUS" AGE PREPARE FOR INSTALLATION O'' NEW FLOORING MATERIALS A5 INDICATED IN THESE PLANS. SEE SHEET A4 FOR -I ADD. FLOOR PREPARATION NOTES. ADJACENT TENANT 3/4" BLK. METAL REVEAL EXISTING NEUTRAL PIER LINE OF SOFFIT ABOVE PROVE SIGNS OVER DOORS STATING: "TNS DOOR TO REMAIN UNLOCKED DURNG BUSINESS HOURS " LETTERS TO HIGH ONA CONTRASTNG BACKGROUND. 2' -0" 2' 1/2" TEMP. S.P. GLAZING IN METAL. FRAME SYSTEM - LEASE-LINE PR. WOOD AND GLASS DOORS. SEE SCHEDULE � r1, : LEASE -LINE I /2" TEMP. ar, GLAZING IN METAL FRAME SYSTEM XISTIN6 NEUTRAL PIER EXISTING DEMISING PARTITION TENANT SHALL PATCH AND REPAIR EXISTING DEMISING WALLS AS NECESSARY AT TENANT'S EXPENSE ` OM: SEE ENLARGED STOREFRONT PLAN, SHEET AS, FOR COMPLETE STOREFRONT DIMENSIONING ABOVE. SEE SHEET E2. o � NEW EXIT SERVICE DOOR. SEE POOR SGHEPULE ,. } ILLUMINATED EXIT SIGN ELECTRICAL EQUIPMENT. SEE ELEC. 'ASPS. EXISTING DEMISING PARTITION TENANT SHALL PATCH AND REPAIR EXISTING DEMISING WALLS AS NECESSARY AT TENANT'S EXPENSE SURFACE MTD. STANDARDS W/ SHELVING $ HANGRODS IN STOCKROOM. 5EE TYPICAL ELEVATIONS IN TOILET ROOMS: INSTALL WATERPROOF MEMBRANE UNDER FINISH FLOOR AND 4" UP WALLS NOT SECOND LEVEL TENANT'S MUST HAVE WATERPROOF MEMBRANE UNDER RESTROOM / WET AREA FLOOR FINISHES. NOTE: WALLS AND DECK TO SUPPORT ALL EQUIPMENT AND SERVICE PERSONNEL. EXISTING DEMISING PARTITION FLOOR PLAN I -HOUR RATED WALL AND CEILING.: 3 -5/8" x 209a. METAL JOISTS 16" O.G. W/ 5/8" TYPE 'X' GYP. BD. APPLIED VERTICALLY W/ I" LONG #6 DRYWALL SCREWS TO EACH STUD. SCREWS ARE 8" O.G. AROUND PERIMETER AND 12" O.G. ON INTERMEDIATE STUD. WALLBOARD MAY BE APPLIED HORIZONTALLY TO 3 -5 /8" METAL STUDS WHEN THE JOINTS ARE STAGGERED WITH THOSE ON THE OPPOSITE SIDE. SCREWS FOR THE HORIZ. APPLICATION SHALL BE 8" O.G. AT VERT, EDGES AND 12" O.G. AT INTERMEDIATE STUDS. a . , .:: :51r.: .5 3 -5 /8" X 2O9a. METAL STUD JOISTS. c?16" O.C. 1-HOUR VESTIBULE I1-HR. VESTIBULE i. EXISTING CONCRETE SLAB WALL SECTION J I -3-5/S" x 2Oga. METAL STUD FRAMING TO CEILING ABOVE (STOCK ROOMS CONT. 20 GA. BOTTOM TRACK w/ 'HILTI PH OR DS SHOT PIN INTO SLAB AT 24" O.G. #2388) SCALE: I "= I' -O" EXISTING DEMISING PARTITION I -HOUR RATED WALL AND CEILING.: 3 -5/8" x 209a. METAL JOISTS a 16" O.G. W/ 5/8" TYPE 'X' GYP. SD. APPLIED VERTICALLY W/ I" LONG 446 DRYWALL SCREWS TO EACH STUD. SCREWS ARE 8" O.G. AROUND PERIMETER AND 12" O.G. ON INTERMEDIATE STUD. WALLBOARD MAY BE APPLIED HORIZONTALLY TO 3 -5/8" METAL STUDS WHEN THE JOINTS ARE STAGGERED WITH THOSE ON THE OPPOSITE SIDE. SCREWS FOR THE HORIZ. APPLICATION SHALL SE 8" O.G. AT VERT, EDGES AND 12" O.G. AT INTERMEDIATE STUDS. 6" X 2Oga. METAL STUD JOISTS. ale" O.G. I -HR. RATED DOOR AND FRAME. SEE SHEET Al I1-HR. VESTIBULE EXISTING CONCRETE SLAB WALL SECTION 1-HOUR VESTIBULE HALLWAY SCALE: I "= I' -O" NO GYP. REQ. 83' -I" - LEASED DIMENSION 1 Ir 5/8" TYPE "X" GYP. BD. TAPE, SAND, PREPARE FOR FINISH PER ELEVATIONS. USE W.P. 'GREEN' GYP. BD. IN TOILET RM. NOTE: ANY WOOD USED IN CONSTRUCTION MUST BE FIRE TREATED. IA I 3 -5/8" or 6" x ISga. METAL STUDS a 16" O.G. TOILET ROOM 1 BASE PER PLANS WALL SECTION TOILET ROOM PLATFORM SEE PLAN EXISTING CONCRETE SLAB 3' -O" PLATFORM DESIGNED FOR 125113. / SQ. FT. Nr I x 20 ga. METAL STUDS o 16" O.G. TO FRAMING ABOVE. SCALE: 1"=1 CHICKEN WIRE TO DECK ABOVE ATTACH WALL TO WALLS AT EACH END FOR LATERAL SUPPRORT. 3 -5/8" x 'ago. MTL. STUD BACKDROP PARTITION STUDS a 24" O.G. W/ 5/8" TYPE 'X' GTP BD. TO 48" ABOVE TOP OF DECK. 3 -5/8" X 209a. METAL STUD BRACING BACK TO NEAREST ADJACENT WALL AS REQUIRED. 3/4" FIRE TREATED PLYWOOD OVER 5/8" TYPE 'X' GYP. BD. SCREW THRU TO STUDS W/ 2 -1/2" LONG SELF TAPPING COUNTERSUNK SCREWS AT 6" O.G. AT BOARD EDGES, 4 12" O.G. FOR THE FIELD - 8" X 189a. METAL STUD JOISTS. @l6" O.G. ALIGN EACH JOIST DIRECTLY OVER STUD IN WALL. 11/2" x I -1/2" x 2Oga. METAL 'L' AT EDGE OF PLATFORM PERIMETER SCREW THROUGH TOP INTO PLYWOOD CONT. 3 -5/8 x 18ga. TOP TRACK STOCK ROOM CONT. 20 6A. BOTTOM TRACK w/ 'HILTI' DN OR DS SHOT PIN INTO SLAB AT 24" O.G. (I.G.B.O. #2388) Ci BREAK -METAL GAP BY OWNER. (F.O.I.C.) 2 -1/2" x 20 ga. METAL STUDS 16" O.G. TO FRAMING ABOVE. METAL CAP DTL. SCALE: S I' -O F 6' -0 SCALE: 1/4" = 1' -0" WALL TYPE LEGEND • LANDLORD NOTES: I. LANDLORD TO PROVIDE 6" METAL STUD FRAMING FOR ALL DEMISING WALLS. TENANT TO INSTALL 5/8" TYPE 'X' GYP. BD. ON TENANT'S SIDE OF DEMISING WALL. TENANT MUST MAINTAIN A 6" MIN. CLEAR OPEN HEIGHT ABOVE COMMON TENANT DEMISING WALLS AND BELOW STRUCTURE. 2. TENANT SHALL PROPERLY SEAL ALL PENETRATIONS TO COMPLY WITH GORE REQUIREMENTS. FIRE RATED POOR ASSEMBLY SHALL BE MAINTAINED. ALL MECHANICAL, PLUMBING AND ELECTRICAL DEVICES PENETRATING FLOOR SHALL BE FIRE RATED. S. TENANT G.G. TO GET APPROVAL AND GORING REQUIREMENTS ON UPPER LEVEL PRIOR TO ANY WORK. 4. NO PEDESTAL SECURITY SYSTEMS WILL BE ALLOWED. UNDER FLOOR TYPE 15 ACCEPTABLE. 5. AT RESTROOMS: INSTALL CERAMIC TILE FLOORING OVER WATERFROOFIN6 MEMBRANE WHICH IS TO RUN UP WALLS A MINIMUM OF 4 ". INSTALL A LANDLORD APPROVED LATEX RUBBER WATERPROOFING MATERIAL UNDER THE FLOOR FINISH. THE MEMBRANE SHALL BE MANUFACTURER'S 2 PART FORMULA GONSISITING OF LIQUID LATEX RUBBER AND POWDER FOR TROWEL APPLICATION WITH GLASS FIBER FABRIC REINFORCEMENT (LATIGRETE 2 1235 OR SUMMITVILLE 5- 2 1000) INSTALL A WATER TIGHT DOOR THRESHOLD. 6. REAR EXIT DOOR CANNOT SWING INTO CORRIDOR AND MUST BE ENCLOSED WITHIN AN ALCOVE. IF CORRIDOR IS RATED, ALCOVE AND DOOR MUST BE RATED TO MATCH. ALCOVE TO HAVE 01' -O" A.F.F. GYP. P. CEILING WITH RECESSED LIGHTING. FINISH IS TO MATCH CORRIDOR. INSTALL A DOORBELL LOCATED 3' -6" A.F.F. 7. REAR DOOR SIGNAGE: TENANT'S NAME AND SPACE NUMBER INSTALL 2" HIGH, DJE GUT, VANDAL PROOF, WHITE HELVETI -A BLOCK STYLE LETTERS ON A RED BACKGROUND MOUNTED AT 5' -0" A.F.F. CENTERED ON DOOR. S. INSTALL 4 "X4 "X4' -0" STAINLESS STEEL; 10 ga. STAINLESS STEEL CORNER GUARDS ON OUTSIDE CORNERS OF ALCOVE. 0186 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes. without limitation. the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. ma co oo ( a00 6 ► I q� N a C 3.4 .a V z vi m 0 12" %A 111 IAD Iry SCALE: PROJECT No.: r En ec Q w z D ILl 0 0 I cu (WA) er.F9 (e...ia) OW T 0TH G. ATE OF A DATE: October Ith, 200"1 SHEET: 1/4 " =1' -0" DRAWN BY. COVEY GROFP H0T -O"1 -024 I- 0- w lx ec w 0 OD P Cu u, Les h 0 c o N N ▪ a� O aacn Pi 4 FEB 8 'O>! E u Al 2 of FLOOR PLAN PERMIT CENTER F+1 480 998 7223 CONSULTING ENGINEER PER LANDLORD PER D. DEP PER OWNER MARK SYMBOL MTG. HT. DESCRIPTION X1 4 I .. _,,. ..` ; � � A.F.F. E T . DET G UN ISTRUT A SEE SHEET E2 SEE ELEVATION ',.IUNO' #NIBL I EMERGENCY - WHITE W/ BATTERY BACK -UP X3 - - SEE ELEVATION ILEUM. GLASS BLADE EXIT SIGN CONVERTIBLE TO MULTIPLE APPLICATIONS. INSTALL AS SHOWN ON PLAN. F 4" LOW VOLTAGE DIRECTIONAL DOWNLIGHT Sol A , .. .'j I ., =_ - • - \ A I2' -O" SALES AREA DIFFUSER (TYP). PAINT TO MATCH CEILING SPACE ABOVE RAW FINISH OR PAINTED SILVER TO MATCH GALVANIZED FINISH. VESTIBULE: 5/8" TYPE 'x' GYP. BP. ON BOTH SIDES OF 3 -5 /a" X 1590. METAL. STUDS AT 16" O.G. (TYPICAL WHERE SHOWN IN CORRIDOR) HEIGHT PER PLAN °J PER PLAN x a..E...;mSE:'i7-'.wgc"a.. - - \ ati _ e c Cs'as....,,- • ' ■ u cME S ' '[ :� - 1 1.1 D.1... � -. va it!i A w7 4 3.wit. ��?�Pu� S3 rya 1R .� r ' GEILIN6 MOUNTED it:wf[s' --`1 r -� !Mill L_� 1 r -1- r I r a� A - - >I• --- II I _� —� #r � � I -r r= I I II -1 r - it I II -J —a AZWZO - I r -- it I I II -Z. i cA 5 r - t - - 1 I I II I r 1--4---I 6 . tt 9 O A.F.F. INDUSTRIAL WALL FIXTURE. 6.G. TO REMOVE SET SCREW. I � • • CL1(1T -7 A.F.F. 7 2j4 m ` � ' I -HR. RATED . ._. -,.. -- -.. - . ?C 1+ . • ` i 2 HIGH . 2 `h11 ,� � "., W,ra a ZI :u- 1. °• FS i.Y.c SEE ELEVATION BASEEITE SMALL WAREHOUSE OUTDOOR LIGHT. D2 J L-41._ ' L— - -1J - J L_.11 -71--1 It i r tl i r ` " � hn r 1 t � " MANNEQUIN HANG BAR BY - -. % .. f S3 - _ 3 t i X -fit � 'JUNO' #NXP83RBL / EXIT - WHITE +I� , ■■■■r r rrr I 1 I9 - I I TI I 4_J L T 2 .�_a L_ TI _ , J LA �' a �F ".�� e TENANT J, ti L.G.D. SIGN SUSPENDED PROi• �v _ r MANUFACTURER'S BRACKET. r • * K • XS ; ;_, � e ° ` 5 RED � .1 ♦ : X3 a ■ ■■r ism ■■■■'. Iu ■■r PINES' i■■ Err ■ - -- - un■ . .� i. rrr X3 .. ,:z. F] I � � .r _ � 4 T _ _ � � � i �.Y4W .._ TE .! . / ..:, rdi 0 , � � 4- ' i ',. , , F = - � i + i it , '�� r r - -� I 8 - Iiii al _ 1W • 1 1 ri, , v4 vi I T il ° . :: ise, a , . 0 . . i I I11' -7" A.F.F. 1 4 0 : ` ♦` F II6H . r �11s1i a' T " G T2 T J 'x' N 2: p i t ;. � �� I I t _ I I ; 1 I I I I , i I I .} } s . _ ��' ^�� . Q � ` . ,0 � * lo. GYP. BD. AT 11 tfg * ' " 126 _�►��I � � q _ . ,,, . 1 if) i EQ �� CENR IGHT :�+ „- '• {` ce I i I i :■ 111#1.11 111#1.11..1111 , ..1111 I ■ ��■li�U I 1 I I •ui 8' T �� — � NEVEM ._ " ,� \ r O" .F.F. .F.F. .. ] —O S6 . Hd -fi : IN S r ■ OF , r t>a - 1� _ - „ . • I. 2 H) � H . `9 cy - �- a �� _ €II•�� = I I Fl -W FO _� -- URES r^- --1 I EQ : . . r s �r� �11�■wwUII��R I � � �� P T2 .. �__- 1 ' -�- --- + 2 I O .,-.� • 1 Il � r r _ - � r X2 N : -i ; . "•,, - 6- ` �;�•r� - �- • -Pr :s: ��` em �- f 1 I' .r I i __ l t �� _ ��I I I� �I� 8, T I fI __ PU __ • i . O . -..�� , � � MANN I =QUIN H ANG B� . ,,, ��.„ TENAN ' : z ;i -r T L.G. G SS .......m. �.r � :r 12 X 12 METL � � I ; , ` C K I i r , PENDED T -BAR GRID AND TILES II .1- .. ■■■ im ■■r.■ ir■rn .-.�., _ .,—. . . O • It: r -- -- - ?'. i • _ STO ca __L , 1 � ` .Q ` ..' ii PONY GE I RE ■■ ■�, r ■un 11111111111 tl■rI iu■ ■I t lr E PAINT D (P -I III TI 6 ? � T 33 S ( s ',.;s °..�- n .,- .�„�„ ,. -- _....�.,. �;., .. ....r,�. -..,• • :. � ._. _.�_ ,-..r .� �. c' _ q 1 I .. .. . -w �f .'' „n J I' . — `' _L [ IIIT ;._terry. L .: I : - : .. _ . -- a- . _"r,•r'.' - '� �,Y. �- 1 � i1�i�r . FNS•+.• Y. �. 23.[ �: ��,"' 1•. �" FS+ �;} a,F � �----- � .... � FFA� '•'',.�E �i�� ^r..:" �xnvnxe^9'sT =xe � `S. [ ° �`.� - -- I • '� ��:11 .� — I A_ ._ � . R.' • sr� u.,5�w; _ :A w _ s ...- _.. FYI ' '��'"v�21'[5 .r ._ r II i I -- I� —J L . -R. GF!"'- _ --11-- 11 ! I t _J L_ ; w -� r ! I it _J L_4 _ n r -� - I l II 1 L_.g.� 9 i =6 fx:7 . � 9L�71�- r � —� i - 1 it 1 Lr.i}...�J _.2t+u trke3lNadC r— p —� - s "' r ! u I I u I I L_.$._J —4--1 L - •�1.C�.X..'s 11 - A7 .. t n -1 r— r —i r— r —tt— i 1 II l L-4- %f.•'T., -+F. .., Fri r I iI I L_�._1 v.�aa.vcac�- ' � � I --j r��'•�E, -,��;� �- � T G , s r � - . - <.� .e ru��• :if �. II � .1}�J h _ J L_ �L_ l (} J L- II � .}} - � fa � - "��' a �.m�'�.'i�"��1+'S�e�a'.�,.. r�'irs:= •- ..�r�iA'' - Tnr�i��i�3�Ca[-....-' � .. �' y }7� '..."� .� ` MARK SYMBOL MTG. HT. DESCRIPTION X1 4 SEE ELEVATION 'JUNG' #NXPCSRBL / EXIT COMBO - WHITE X2 TEGULAR EDGE UL APPROVED AGGOUSTIGAL CEILING TILES. SEE ELEVATION ',.IUNO' #NIBL I EMERGENCY - WHITE W/ BATTERY BACK -UP X3 - - SEE ELEVATION ILEUM. GLASS BLADE EXIT SIGN CONVERTIBLE TO MULTIPLE APPLICATIONS. INSTALL AS SHOWN ON PLAN. F 4" LOW VOLTAGE DIRECTIONAL DOWNLIGHT CEILING TOILET EXHAUST FAN. SEE SHEET MI TOILET ROOM: 5/8" TYPE 'X' GYP. BD. CEILING ON 6" X 18 ga. METAL STUDS AT 16" O.G. W/ TAPED JOINTS SANDED SMOOTH. PREPARE FOR PAINT FINISH. HEIGHT PER PLAN. O I2' -O" SALES AREA DIFFUSER (TYP). PAINT TO MATCH CEILING SPACE ABOVE RAW FINISH OR PAINTED SILVER TO MATCH GALVANIZED FINISH. VESTIBULE: 5/8" TYPE 'x' GYP. BP. ON BOTH SIDES OF 3 -5 /a" X 1590. METAL. STUDS AT 16" O.G. (TYPICAL WHERE SHOWN IN CORRIDOR) HEIGHT PER PLAN °J PER PLAN PAIN AL COT TO MA TCH / t°I GEILI RO 71+116/ STOCKROOM DIFFUSER (TYP). 1 III TRACK MOUNT BIAX FIXTURE. -- S I2' -O" CHAIN HUNG SUBWOOPER IN SALES AREA OR WHERE SHOWN SP PAR 30 TRACK MOUNTED LAMP HOLDER 12' -5" SPEAKER SYSTEM TO BE MOUNTED AGAINST WALL ABOVE GROWN MOLDING c� 12' -6" A.P.P. A MARK STOREFRONT SOFFIT: 5/4" F.R.T. PLYWOOD ON 3 -5/8" X 20 ga. METAL STUDS AT 16 ". G.G. TO INSTALL WOOD TRIM AND METAL. PANELS. SYMBOL MTG. HT. DESCRIPTION A3 ' TEGULAR EDGE UL APPROVED AGGOUSTIGAL CEILING TILES. TRACK FIXTURE ON TRACK OR MONOPOINT W/ RED FILTER R -®- SOFFIT 4" LOW VOLTAGE DIRECTIONAL DOWNLIGHT T TOILET ROOM: 5/8" TYPE 'X' GYP. BD. CEILING ON 6" X 18 ga. METAL STUDS AT 16" O.G. W/ TAPED JOINTS SANDED SMOOTH. PREPARE FOR PAINT FINISH. HEIGHT PER PLAN. SE 12' -0" SINGLE CIRCUT LIGHTING TRACK VESTIBULE: 5/8" TYPE 'x' GYP. BP. ON BOTH SIDES OF 3 -5 /a" X 1590. METAL. STUDS AT 16" O.G. (TYPICAL WHERE SHOWN IN CORRIDOR) HEIGHT PER PLAN °J Ti TRACK TRACK MOUNT BIAX FIXTURE. ■■■r T2 - TRACK PAR 30 TRACK MOUNTED LAMP HOLDER T3 A TRACK 'TRACK MOUNTED LAMP HOLDER S3 4 GEILIN6 MOUNTED 'McMASTER -CARR #168 PORCELAIN LAMP HOLDER W/ WIRE LAMP GUARD USE REP LAMPS OVER MUSIC STATION ONLY 5 SEE ELEV. TRACK MOUNTED LOW VOLTAGE FIXTURE MOUNTED VERTICALLY IN SHOW WINDOW. S6 SEE ELEVATION INDUSTRIAL WALL FIXTURE. 6.G. TO REMOVE SET SCREW. I 58 • SEE ELEVATION 'ABOLITE' #HBR- 200-INC - I2O- RUS -ALIS WALL MTD. FIXTURE W/ WIRE GAGE S9 1. SEE ELEVATION BASEEITE SMALL WAREHOUSE OUTDOOR LIGHT. D2 'JUNO' #TC2 / RE C: HOUSING K 14' -O" (2) LAMP FLUORESCENT STRIP. CHAIN HUNG t i X -fit SEE ELEVATION 'JUNO' #NXP83RBL / EXIT - WHITE 5/8" 05B 3 -5/8" x IS ga. METAL STUDS 16" O.G. TO FRAMING ABOVE. 0 6.1 2 X WOOD BLOCKING w WOOD DOOR / TRANSOM CASING BY G.G. z 0 I 12'_5" 5.0. TRIM OPENABLE GLASS TRANSOM WINDOW W/ "HT" LOGO. HARDWARE BY OWNER. 10" CHAIN BY G.G. WOOD DOOR / TRANSOM CASING BY G.G. S1=NSORMATIC AIREMOLD tp. 2 X WOOD BLOCKING o di k SEE SECTION +I: RCP B.O. SOFFIT REFLECTED CEILING PLAN DOOR @ SOFFIT DETAIL 451 SCALE: 5 "= I' -O" 18' - O" A.F.F. TOILET P � 10' - o" A.F.F. ALCOVE 5/8" OSB NEW EXHAUST FAN IN TOILET ROOM GYP. CEILING 3/4" X 12" WOOD PANELS OVER 5/8" GYP. I NOTE • PROVIDE UPTURNED HEAPS AND EXTENSIONS AS NECESSARY AT CEILING LOCATIONS WHEN SPRINKLER AND BRANCH LINES ARE BELOW THE GEILIN6 AND PAINT BRANCHES AND MAIN DECK COLOR I NOTE I PROVIDE RECESSED HEADS WITH SLOW -OFF GAPS AT STOREFRONT, • FITTING ROOM, VESTIBULE, AND R1=STROOM WI-EN SPRINKLER MAIN AND BRANCH LINES ARE ABOVE THE C1rILIN '. GAPS TO BE BLACK. 12' -5" B.O. TRIM 3 -5/8" x IS ga. METAL STUDS 16" O.G. TO FRAMING ABOVE. o p" SEE SECTION 4 RCP Y B.O. SOFFIT EXTEND UNISTRUT TO ADJACENT WALL FOR LATERAL SUPPORT. SEE DETAIL 8 /A1 GREY UNISTRUT F3 �sr- ..�...:r..= •s::ou:N,;::+ �s:r:�"a�- •� s'.c.a: = -x:= �'tan:�i}eseF I NOTE: ALL SPRINKLER HEADS IN THE • FORWARD SELLING AREA ARE TO BE CONGEALED POP OF COVER TYPE. I NO ALLL TO BE PROM • STRUCTURAL BEAMS AND JOISTS AND NOT FROM DECK ABOVE I VERIFY WITH FIRE DEPT. ON STOCK • ROOM SHELVING HEIGHT AND CLEARANCE FROM TOP OF SHELF TO SPRINKLER DEFLECTOR SHIELD 7s�:r�+•h:rs��• .sue-- ��z�:��-rx.2<- _'- G�nnz:, aa:.ca�.= �w= Yr:�..:..� =: 1 1"�.S1:aG:[w l•�-, r?.•? .c....�xaa.�= �.�e��?:m,S.e: s3eS!.= .M�SI:�F:h?�x� • NOTE, ALL STOREFRONT LIGHTING MUST BE • INCANDESCENT AND ON SEPERATB CIRCUIT AND '1 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. I NOTE: CEILING SUPPORT SHALL COMPLY • WITH SEISMIC BRACING REQUIREMENTS FOR THAT REGION EDGE OF SOFFIT DETAIL SCALE: 3"- 1' -0" G.G. 70 PAINT DIFFUSERS SILVER (TYP. 8). TYPICAL EMERGENCY LIGHT W/ BATTERY BACK -UP MOUNTED ON UNDERSIDE OF UNI - STRUT. SEE SHEET E2 - Ia"'1I14' - 0" A.F.F. I SUSPENDED T -BAR GRID AND TILES. PbIAiT f _d,) CEILING TYPES SUSPENDED LGP SIGN FROM UNISTRUT ABOVE. UNISTRUT MOUNTED TO STRUCTURE. BOTTOM OF LCD AT Cl -O APP. PERIMITER TRACK LIGHTING MOUNTED TO SUSPENDED UNISTRUT @ 12' -O" NOTE: THIS 15 NOT A LIGHT FIXTURE SCHEDULE. SEE SHEET E3 FOR LIGHT FIXTURE SCHEDULE 5' -S" TYPICAL EMERGENCY LIGHT W/ BATTERY SACK -UP MOUNTED ON UNDERSIDE OF UNI- STRUT. NOTE GYPSUM BOARD ON DEMISING WALLS TO BE EXTENDED TO 14'-6" TO ACCOMMODATE NEW TLE CELJNG AT 14'-0" L1 SALES AREA EXTEND UNISTRUT TO ADJACENT WALL FOR LATERAL SUPPORT. SEE DETAIL 8/A7 CEILING PLAN SYMBOL LEGEND SUSPENDED T -BAR GRID AND TILES. PAINT (P -4). D I NOTE ALL UNISTRUT BOTTOM 12' -O" A.F.P. UNLESS ■ SCALE: I/4" = 1' -0" Doi-3 Y PE ED FROM -, CKET. t11' GKING. NELS • co 0186 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection. unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. num /S1421 m 21 1 4 1 5 C1/ vl" GI 410 tif) C via Z Cr sia ‘10 RS en tir9 3 El SCALE: "Zi 2 co DAiE: October 15th, 200T SHEET: 1/4 " =1'w0" DRAWN BY: COVEY GROF PROJECT No.: HOT -01-024 a t7 cd W V O W W J LL W A2 3 of18 PERMIT CENTER F+1 480 998 7223 CONSULTING ENGINEER STOREFRONT SOFFIT: 5/4" F.R.T. PLYWOOD ON 3 -5/8" X 20 ga. METAL STUDS AT 16 ". G.G. TO INSTALL WOOD TRIM AND METAL. PANELS. CL1 SALES AREA - LAY -IN ACCOUSTICAL CEILING SYSTEM: USG FRESCO GENTRIGITEE 24 X 24" X 3/4 SUSPENDED WHITE T -BAR GRID SYSTEM AT 1 � l' HEIGHT AS INDIGATEE, ON PLANS W/ "USG" FRESCO CLIMAPLUS (FL) 24" X 24" X S /4" TEGULAR EDGE UL APPROVED AGGOUSTIGAL CEILING TILES. 1 4 _ - -- 1 IJ • ha— n...,. i_ • A:.� A I.1 I.i. roiti � • . A Iaf _ ' &S.1. FITTING ROOM / HALLWAY: 5/8" TYPE 'X' GYP. BD. CEILING ON 5 -5/8" X 20 ga. METAL STUDS AT 16" O.G. W/ TAPED .JOINTS SANDED SMOOTH. HEIGHT PER PLAN. STOCK ROOM: ARMSTRONG 24" X 48" 15/16" WHITE 7-BAR SUSPENDED CEILING GRID SYSTEM. AT HEIGHT AS INDICATED ON PLAN WITH ARMSTRONG #1834 PINE FISSURED - MEDIUM TEXTURE FIRE GUARD 24" X 48" X 5/8" ACOUSTICAL CEILING TILES .,1 TOILET ROOM: 5/8" TYPE 'X' GYP. BD. CEILING ON 6" X 18 ga. METAL STUDS AT 16" O.G. W/ TAPED JOINTS SANDED SMOOTH. PREPARE FOR PAINT FINISH. HEIGHT PER PLAN. SE VESTIBULE: 5/8" TYPE 'x' GYP. BP. ON BOTH SIDES OF 3 -5 /a" X 1590. METAL. STUDS AT 16" O.G. (TYPICAL WHERE SHOWN IN CORRIDOR) HEIGHT PER PLAN °J 5/8" 05B 3 -5/8" x IS ga. METAL STUDS 16" O.G. TO FRAMING ABOVE. 0 6.1 2 X WOOD BLOCKING w WOOD DOOR / TRANSOM CASING BY G.G. z 0 I 12'_5" 5.0. TRIM OPENABLE GLASS TRANSOM WINDOW W/ "HT" LOGO. HARDWARE BY OWNER. 10" CHAIN BY G.G. WOOD DOOR / TRANSOM CASING BY G.G. S1=NSORMATIC AIREMOLD tp. 2 X WOOD BLOCKING o di k SEE SECTION +I: RCP B.O. SOFFIT REFLECTED CEILING PLAN DOOR @ SOFFIT DETAIL 451 SCALE: 5 "= I' -O" 18' - O" A.F.F. TOILET P � 10' - o" A.F.F. ALCOVE 5/8" OSB NEW EXHAUST FAN IN TOILET ROOM GYP. CEILING 3/4" X 12" WOOD PANELS OVER 5/8" GYP. I NOTE • PROVIDE UPTURNED HEAPS AND EXTENSIONS AS NECESSARY AT CEILING LOCATIONS WHEN SPRINKLER AND BRANCH LINES ARE BELOW THE GEILIN6 AND PAINT BRANCHES AND MAIN DECK COLOR I NOTE I PROVIDE RECESSED HEADS WITH SLOW -OFF GAPS AT STOREFRONT, • FITTING ROOM, VESTIBULE, AND R1=STROOM WI-EN SPRINKLER MAIN AND BRANCH LINES ARE ABOVE THE C1rILIN '. GAPS TO BE BLACK. 12' -5" B.O. TRIM 3 -5/8" x IS ga. METAL STUDS 16" O.G. TO FRAMING ABOVE. o p" SEE SECTION 4 RCP Y B.O. SOFFIT EXTEND UNISTRUT TO ADJACENT WALL FOR LATERAL SUPPORT. SEE DETAIL 8 /A1 GREY UNISTRUT F3 �sr- ..�...:r..= •s::ou:N,;::+ �s:r:�"a�- •� s'.c.a: = -x:= �'tan:�i}eseF I NOTE: ALL SPRINKLER HEADS IN THE • FORWARD SELLING AREA ARE TO BE CONGEALED POP OF COVER TYPE. I NO ALLL TO BE PROM • STRUCTURAL BEAMS AND JOISTS AND NOT FROM DECK ABOVE I VERIFY WITH FIRE DEPT. ON STOCK • ROOM SHELVING HEIGHT AND CLEARANCE FROM TOP OF SHELF TO SPRINKLER DEFLECTOR SHIELD 7s�:r�+•h:rs��• .sue-- ��z�:��-rx.2<- _'- G�nnz:, aa:.ca�.= �w= Yr:�..:..� =: 1 1"�.S1:aG:[w l•�-, r?.•? .c....�xaa.�= �.�e��?:m,S.e: s3eS!.= .M�SI:�F:h?�x� • NOTE, ALL STOREFRONT LIGHTING MUST BE • INCANDESCENT AND ON SEPERATB CIRCUIT AND '1 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. I NOTE: CEILING SUPPORT SHALL COMPLY • WITH SEISMIC BRACING REQUIREMENTS FOR THAT REGION EDGE OF SOFFIT DETAIL SCALE: 3"- 1' -0" G.G. 70 PAINT DIFFUSERS SILVER (TYP. 8). TYPICAL EMERGENCY LIGHT W/ BATTERY BACK -UP MOUNTED ON UNDERSIDE OF UNI - STRUT. SEE SHEET E2 - Ia"'1I14' - 0" A.F.F. I SUSPENDED T -BAR GRID AND TILES. PbIAiT f _d,) CEILING TYPES SUSPENDED LGP SIGN FROM UNISTRUT ABOVE. UNISTRUT MOUNTED TO STRUCTURE. BOTTOM OF LCD AT Cl -O APP. PERIMITER TRACK LIGHTING MOUNTED TO SUSPENDED UNISTRUT @ 12' -O" NOTE: THIS 15 NOT A LIGHT FIXTURE SCHEDULE. SEE SHEET E3 FOR LIGHT FIXTURE SCHEDULE 5' -S" TYPICAL EMERGENCY LIGHT W/ BATTERY SACK -UP MOUNTED ON UNDERSIDE OF UNI- STRUT. NOTE GYPSUM BOARD ON DEMISING WALLS TO BE EXTENDED TO 14'-6" TO ACCOMMODATE NEW TLE CELJNG AT 14'-0" L1 SALES AREA EXTEND UNISTRUT TO ADJACENT WALL FOR LATERAL SUPPORT. SEE DETAIL 8/A7 CEILING PLAN SYMBOL LEGEND SUSPENDED T -BAR GRID AND TILES. PAINT (P -4). D I NOTE ALL UNISTRUT BOTTOM 12' -O" A.F.P. UNLESS ■ SCALE: I/4" = 1' -0" Doi-3 Y PE ED FROM -, CKET. t11' GKING. NELS • co 0186 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection. unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. num /S1421 m 21 1 4 1 5 C1/ vl" GI 410 tif) C via Z Cr sia ‘10 RS en tir9 3 El SCALE: "Zi 2 co DAiE: October 15th, 200T SHEET: 1/4 " =1'w0" DRAWN BY: COVEY GROF PROJECT No.: HOT -01-024 a t7 cd W V O W W J LL W A2 3 of18 PERMIT CENTER F+1 480 998 7223 CONSULTING ENGINEER o ns 1 l!M∎WN■-e sw Wm. °n om- w_ I oww m E 1. 81 rw r■-ww -aa CM BRICK MDF PAINTED P -I HIGH GLOSS � c am -ro.IRR �� -M_I w m_m�■■- sim,l■r,�a ww El m7-■s■a wwle ■r �,Irrw+wm�ulr�r«+11 ww P. Irrrrm■rw -R ar e��o MM .m. 6.—mq ■f�i �� '�"" ~'-' ,' OPENS WI •=1 Mil MEI El. °1 ∎I M I :r1 NM HUM MAN Ain' OPEN MM =1 OPENS 1 i H i n " I ` ■Iew�_.cw a .: BRICK MDF PAINTED P -I HIGH GLOSS MMv r MPlaI MIMMI M►�■a -■wEl DOOR $ JAMS. (F.O.LG.) iw., ® BEYOND -� -e�� r ; p II '' . oo- -I _ "�: v, If I ► IMMMIMMMIMEN MINIM ElMM leeae_ BRICK MDF PAINTED P -I HIGH GLOSS IMMM ir�rre�e Wal �-e,- m.�mewmt - m Z rA � tl -�; _I m..s� i -OPENS OPEN' .q. O 't 0 4 20A mii M ML I M I =I I i I M M VI I I r ' -. M1 P l i lm .- WM ■ MN MI ME MEI ►� r rM► MEMIEIMINIIIIIMINOW iMMEll �� r� i - rr�llrlr W'∎"MrII r 205 4' HIGH SHEETS 0 0 0 P -2 0 1 : 1/2" 055 BOARD BY G.G. /J/ �� / //' /// ' ■ (F.G.I.G.) 507.10r / f� %/ /� /.f /� MANNEQUIN HANG BAR BACK SIDE OF LGD SIGN 1/2" TEMP. GLASS IN METAL FRAME T -2 LIGHTING IN WINDOW. SEE RCP_ RUSTED / CHAFED METAL STOREFRONT FRAME SYSTEM. SEE TYP. DETAILS - TYPICAL SENSORMATIG WIREMOLD AND SURFACE MOUNTED WORKBOX PAINT P -2 4 P -4 TO BLEND IN. 'HT' LOGO ON TRANSOM WINDOW (SLACK W/ GOLD I LEAF TRIM) F.o.I.C, iy G.G. TO PROVIDE CASING. (P -2.) PR. CUSTOM Wool" GLASS STOREFRONT DOORS 4 JAMBS W/ STEEL SECURITY BARS. .O.I.G. G.G. TO PAINT. GALVANIZED STEEL PIPE HANDRAIL BY OWNER. SEE DETAIL SHEET M M "E. _mane. ir"'` ii - - I >� R e m- Iaa� raa. r ■mra iMNa a'� 208 _ ,... m y �' � w.� 2� �� r _` .. . .ml+��■rmme�su.w �� r �iM>tiy r • 1/2" TEMP. GLASS IN METAL FRAME 4 X a SLATWALL SHEETS START AT FRONT AND RUNS TOWARD BACK 5" HIGH WOOD BASE �Iwn�� r' yrl=n— wrni w � >11CC2'■ - �miwmi�i"-cx��aorn�i II ice ._ 0 I� 1/2" TEMP. GLASS IN METAL FRAME 4 X 5 SLATWALL SHEETS START AT FRONT AND RUNS TOWARD BACK BUILT -IN STOREFRONT CABINET BY OWNER. O 1 O I \ WOOD DOOR ,IAMB AND TR4N5OM FRAME KIT. (F.G.I.G. r INTERIOR ELEVATION S" HIGH WOOD SASE INTERIOR ELEVATION mcmura■�av'�ow�. s atmr+ —r. -rr 'v`rroir,'�uw ilr_n' �� w■. Ave )I.�mm ■7■mL *I■■■n rraireje wrr a` nrw>rc —I INTERIOR ELEVATION HIGH GLOSS TOP OF SLATWALL 5" HIGH WOOD BASE ILLUM. EXIT SIGN. SEE RCP SHEET. 5TM. @ 15" ABOVE TOP OF DOOR 20C AS OPERABLE TRANSOM WINDOW W/ FOGGED GLASS (F_O.I_G.) CHAIN (F.C.I.G) LATCH (F.O.I.G-) BRICK MDF PAINTED P -I HIGH GLOSS 5" HIGH WOOD SASE. SCALE: 1/4"- O O mi l TOP OF SI-A - MALL 5" HIGH WOOD BASE. G.G. TO PROVIDE GAGING. (P -2.) INTERIOR ELEVATIONS - ALCOVE OPENABLE TRANSOM WINDOW W/ FOGGED GLASS (F.o.I.G.) GHAT N (F.G.I .C.) LATCH (F.o.I.G.) 5" HIGH WOOD BASE 6.G. TO PROVIDE CASING. (P -2.) HIGH GLOSS 5" HIGH WOOD BASE ILLUM. EXIT SIGN. SEE RCP SHEET. BTM. co 15" ABOVE TOP OF DOOR G.G. TO PROVIDE CASING. (P -2.) 24" X 55" MIRROR ON DOOR. PROVIDE ATTACHMENT CHANNEL TOP $ BTM. BRICK MDF PAINTED P -I HIGH GLOSS HIGH GLOSS SANDED / LACQUERED OSB A CABINET. G.G. TO FRAME, INTERIOR ELEVATION GUILT -IN STOREFRONT BRICK MDF PAINTED P -I HIGH GLOSS BEHIND MIRROR 5" HIGH WOOD BASE. TOP OF SLATWALL SCALE: 1/4" r- I' -0" SCALE: 1/4" r . TOP OF SLATWALL 4 -0'I j i 2' -0" , 2'-O" 1 SGAL 1/4"=r-Co" P -2 HIGH GLOSS SCALE: I/4 "= I' -O" ILLUM. EXIT SIGN. SEE RCP SHEET. 5TM. @ Ir-a" A.F.F. 4" CHAIR RAIL FRAME AROUND MIRROR 5" HIGH WOOD BASE. u' 5 50" X 12" CLEAR TEMPERED MIRROR. AFIX TO WALL W/ MECHANICAL FASTINERS AND MIRROR ADHESIVE. 1 -397 smiminsmai■- rYi■w■- errwwwn.mawwww∎w■ momma■__■ _ ++r+erw - Elem■m- rIr■ -■.Im- - -e ■a- r..ma - om omaml . IT NM16 _ �-Elw�El- - I- ■7!w■r■I..oawr ■■ Mc-■ EM o- mMr w MMME ��oolwv mwrRr■ M sw■ awlvo El� woowwwo� rrrr..El i ■woi 000w .____. El M■IIMIIM Imam! - . morrmw w■ , rrmr.-wr -■ -rwrr MEMO= Elver- a -^R■.- m-w rww -Elw. 1- *�! ■1�1111r - - ■1 -nil w w�alr a""' mew � ■ ' I�wr —move w - �■-" IMEAMMI — rr■rmrrr warmle CIO D ib -- mwwl —■___._ wm w o m i n : .aaom! erWw+�■�enpm�a- .awl■■ - _■ _ M are CIwZ 1YIwIe 1 w El ■■. ■*■ mer �rnrm■I r„w 2 mrr■ °■ r II /r 1 El� r w' �.m oaw rsy,�■I-wwrrrue r�w■cwc.o -■m.L- mom -ii m�al �a■'I — - -w_ - — —e.-■ I ■-rrrw o■wrn rwrrr■■wr e bowmen Sitlewismair ■■ wr.■-�I �w.■mr -wrr w ■wll n'° w■ w ie a■ � ' wRw..we -mm -- --v■m. OSIMMI w. .-- .w■w-ww. w■owoaaoeirRZ� ■o.weerR wr -- e■mwa■e - OMIMEMMIIMMINMEM M IMI ►'r- Irwin -oI wrrnr IN �1■r wweill. ..Elr -- Ellam■wmele� -of • melt■ ■VIWMIES■MI .w- ■.wn.or mrrrr ■r -■r.. :: AAA— III RdIr — '■ �ien t■■ •mL-ir1 ir1 w M - ■■i•■Ir 1 O EXPOSED CONDUIT SURF. MTP. LIGHT 0 e O 1 3 RECEIVED CITY OF TUKWIL A FEB 0 7 2008 PERMIT CENTER 0186 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. oo 2 00 Ts w � � ' CND a < d Z tam .c w •- in Zig 12 SCALE: PROJECT No.: en 0 HOT -01-024 1/4 " =1' - O" DRAWN BY: COVEY ROFF DATE: October 15th, 200'1 SHEET: FE9 S 'Q$ Z 0 F m• 0 W J W W H Z U, ch N - h 0 1/7 N rn 0 d Z CU O m in I- a g g b. la ea CD 3 a '" O To te CI A3 E 0 V v 4 of 18 F+1 480 998 7223 CONSULTING ENGINEER l!M∎WN■-e sw MMOMMIMMMINFAININIMME TRANSOM / FRAME (F.O.I .G,) ::1 iii Elmo ∎'.■." ��-� t -. L 4 Vii;-R_ ■■■■ �: apmcoarm WI •=1 Mil MEI El. °1 ∎I M I :r1 NM HUM MAN Ain' OPEN MM =1 fill--.9 ` ■Iew�_.cw N INI•m Nwnmeo IN iMMW.. BRICK MDF PAINTED P -I HIGH GLOSS MMv r MPlaI MIMMI M►�■a -■wEl I-�� -. �■ ISO IIIPP∎ a Alo ® BEYOND -� -e�� ■. re ' wa1 ° or� ' oo- -I - MIMMImnr.EMM � T w .q. O 't 0 4 20A mii M ML I M I =I I i I M M VI I I r ' -. M1 P l i lm .- WM ■ MN MI ME MEI ►� r rM► MEMIEIMINIIIIIMINOW iMMEll �� r� i - rr�llrlr W'∎"MrII r 205 4' HIGH SHEETS 0 0 0 P -2 0 1 : 1/2" 055 BOARD BY G.G. /J/ �� / //' /// ' ■ (F.G.I.G.) 507.10r / f� %/ /� /.f /� MANNEQUIN HANG BAR BACK SIDE OF LGD SIGN 1/2" TEMP. GLASS IN METAL FRAME T -2 LIGHTING IN WINDOW. SEE RCP_ RUSTED / CHAFED METAL STOREFRONT FRAME SYSTEM. SEE TYP. DETAILS - TYPICAL SENSORMATIG WIREMOLD AND SURFACE MOUNTED WORKBOX PAINT P -2 4 P -4 TO BLEND IN. 'HT' LOGO ON TRANSOM WINDOW (SLACK W/ GOLD I LEAF TRIM) F.o.I.C, iy G.G. TO PROVIDE CASING. (P -2.) PR. CUSTOM Wool" GLASS STOREFRONT DOORS 4 JAMBS W/ STEEL SECURITY BARS. .O.I.G. G.G. TO PAINT. GALVANIZED STEEL PIPE HANDRAIL BY OWNER. SEE DETAIL SHEET M M "E. _mane. ir"'` ii - - I >� R e m- Iaa� raa. r ■mra iMNa a'� 208 _ ,... m y �' � w.� 2� �� r _` .. . .ml+��■rmme�su.w �� r �iM>tiy r • 1/2" TEMP. GLASS IN METAL FRAME 4 X a SLATWALL SHEETS START AT FRONT AND RUNS TOWARD BACK 5" HIGH WOOD BASE �Iwn�� r' yrl=n— wrni w � >11CC2'■ - �miwmi�i"-cx��aorn�i II ice ._ 0 I� 1/2" TEMP. GLASS IN METAL FRAME 4 X 5 SLATWALL SHEETS START AT FRONT AND RUNS TOWARD BACK BUILT -IN STOREFRONT CABINET BY OWNER. O 1 O I \ WOOD DOOR ,IAMB AND TR4N5OM FRAME KIT. (F.G.I.G. r INTERIOR ELEVATION S" HIGH WOOD SASE INTERIOR ELEVATION mcmura■�av'�ow�. s atmr+ —r. -rr 'v`rroir,'�uw ilr_n' �� w■. Ave )I.�mm ■7■mL *I■■■n rraireje wrr a` nrw>rc —I INTERIOR ELEVATION HIGH GLOSS TOP OF SLATWALL 5" HIGH WOOD BASE ILLUM. EXIT SIGN. SEE RCP SHEET. 5TM. @ 15" ABOVE TOP OF DOOR 20C AS OPERABLE TRANSOM WINDOW W/ FOGGED GLASS (F_O.I_G.) CHAIN (F.C.I.G) LATCH (F.O.I.G-) BRICK MDF PAINTED P -I HIGH GLOSS 5" HIGH WOOD SASE. SCALE: 1/4"- O O mi l TOP OF SI-A - MALL 5" HIGH WOOD BASE. G.G. TO PROVIDE GAGING. (P -2.) INTERIOR ELEVATIONS - ALCOVE OPENABLE TRANSOM WINDOW W/ FOGGED GLASS (F.o.I.G.) GHAT N (F.G.I .C.) LATCH (F.o.I.G.) 5" HIGH WOOD BASE 6.G. TO PROVIDE CASING. (P -2.) HIGH GLOSS 5" HIGH WOOD BASE ILLUM. EXIT SIGN. SEE RCP SHEET. BTM. co 15" ABOVE TOP OF DOOR G.G. TO PROVIDE CASING. (P -2.) 24" X 55" MIRROR ON DOOR. PROVIDE ATTACHMENT CHANNEL TOP $ BTM. BRICK MDF PAINTED P -I HIGH GLOSS HIGH GLOSS SANDED / LACQUERED OSB A CABINET. G.G. TO FRAME, INTERIOR ELEVATION GUILT -IN STOREFRONT BRICK MDF PAINTED P -I HIGH GLOSS BEHIND MIRROR 5" HIGH WOOD BASE. TOP OF SLATWALL SCALE: 1/4" r- I' -0" SCALE: 1/4" r . TOP OF SLATWALL 4 -0'I j i 2' -0" , 2'-O" 1 SGAL 1/4"=r-Co" P -2 HIGH GLOSS SCALE: I/4 "= I' -O" ILLUM. EXIT SIGN. SEE RCP SHEET. 5TM. @ Ir-a" A.F.F. 4" CHAIR RAIL FRAME AROUND MIRROR 5" HIGH WOOD BASE. u' 5 50" X 12" CLEAR TEMPERED MIRROR. AFIX TO WALL W/ MECHANICAL FASTINERS AND MIRROR ADHESIVE. 1 -397 smiminsmai■- rYi■w■- errwwwn.mawwww∎w■ momma■__■ _ ++r+erw - Elem■m- rIr■ -■.Im- - -e ■a- r..ma - om omaml . IT NM16 _ �-Elw�El- - I- ■7!w■r■I..oawr ■■ Mc-■ EM o- mMr w MMME ��oolwv mwrRr■ M sw■ awlvo El� woowwwo� rrrr..El i ■woi 000w .____. El M■IIMIIM Imam! - . morrmw w■ , rrmr.-wr -■ -rwrr MEMO= Elver- a -^R■.- m-w rww -Elw. 1- *�! ■1�1111r - - ■1 -nil w w�alr a""' mew � ■ ' I�wr —move w - �■-" IMEAMMI — rr■rmrrr warmle CIO D ib -- mwwl —■___._ wm w o m i n : .aaom! erWw+�■�enpm�a- .awl■■ - _■ _ M are CIwZ 1YIwIe 1 w El ■■. ■*■ mer �rnrm■I r„w 2 mrr■ °■ r II /r 1 El� r w' �.m oaw rsy,�■I-wwrrrue r�w■cwc.o -■m.L- mom -ii m�al �a■'I — - -w_ - — —e.-■ I ■-rrrw o■wrn rwrrr■■wr e bowmen Sitlewismair ■■ wr.■-�I �w.■mr -wrr w ■wll n'° w■ w ie a■ � ' wRw..we -mm -- --v■m. OSIMMI w. .-- .w■w-ww. w■owoaaoeirRZ� ■o.weerR wr -- e■mwa■e - OMIMEMMIIMMINMEM M IMI ►'r- Irwin -oI wrrnr IN �1■r wweill. ..Elr -- Ellam■wmele� -of • melt■ ■VIWMIES■MI .w- ■.wn.or mrrrr ■r -■r.. :: AAA— III RdIr — '■ �ien t■■ •mL-ir1 ir1 w M - ■■i•■Ir 1 O EXPOSED CONDUIT SURF. MTP. LIGHT 0 e O 1 3 RECEIVED CITY OF TUKWIL A FEB 0 7 2008 PERMIT CENTER 0186 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. oo 2 00 Ts w � � ' CND a < d Z tam .c w •- in Zig 12 SCALE: PROJECT No.: en 0 HOT -01-024 1/4 " =1' - O" DRAWN BY: COVEY ROFF DATE: October 15th, 200'1 SHEET: FE9 S 'Q$ Z 0 F m• 0 W J W W H Z U, ch N - h 0 1/7 N rn 0 d Z CU O m in I- a g g b. la ea CD 3 a '" O To te CI A3 E 0 V v 4 of 18 F+1 480 998 7223 CONSULTING ENGINEER 1,9 -1S ,1 Y EXPOSED . I " I' . .. • .' CONDUIT SURF. MTD. LIGHT 24" X 68" CLR. TEMP. OPEN .. � ; ` ip MIRROR. INSTALL MIRROR ON WALL BEFORE INSTALLING . _ ,1O - ,L G.G. CO WAINSCOT OR CHAIR �i In II ' in RAIL CD -4111111111 :Pi iy /- - ii r: _ .......r T ,...: 1,9 -1S ,1 Y ti HIGH GLOSS ANTIQUE BRONZE N OPEN Il illiq i ! w lit_ . _ ,1O - ,L G.G. �i In II OPEN- :Pi iy TOILET ROOM TO RECEIVE WATERPROOF MEMBRANE ON FLOOR AND 6" UP WALLS -_.,..��. •, *,a��t�� ;rz^T:o- -: ram, �x�szs.�x�a:.�cr.:�.:a:�c- xa�cw:.r .. =wsti NOTE: ALL HOT, COLD $ WASTE LINES SHALL HAVE AN INSULATION KIT INSTALLED. n3�.ti ?K' E6=gasTh:lr-4 - 7 TOILET ROOMS SHALL CONFORM TO ALL AGOG- 53ABILITY REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT (ADA) INCLUDING BUT NOT LIMITED TO THE POLLOWING: A. WATER LOT SEAT HEIGHT - I't" TO Iq" A.F.F B. CENTERLINE OP WATER CLOSET -16" PROM SIPEWALL. G. GRAB BAR BEHIND WATER CLOSET - 56" LONG - 55 -36" A.F.P. P. GRAB BAR DIAMETER - I'I/2" E. GRAB BAR AT SIDE OF WATER CLOSET - 42" LONG, 33" TO 36" A.F.F. F. SPACE BiwTWEEN GRAB BAR AND WALL - I -1/2" G. TOILET PAPER DISPENSER - 36" MAX. FROM REAR WALL, Ict" MIN. A.F.F. H. KNEE GLEARANGE AT LAVATORY - APRON 2 MN. HT., 6" MIN. DEPTH. I. LAVATORY DEPYH - 11" MIN. J. LAVATORY DRAIN AND HOT WATER PIPES - INSULATED WHEN EXPOSED. K. LAVATORY RIM SURFACE - MAX. 34" A.P.F. L. MIRROR BOTTOM EDGE - 40" A.F.F. MAX. M. INTERNATIONAL SYMBOL OF AGGESSABILITY SHALL SE MTD. ON THE EXTERIOR OF THE TOILET ROOM DOOR. N. DOOR HARDWARE SHALL BE LEVER TYPE. DOOR / TRIM KIT. (F.G.I.G.) INSTALL (I) HOOK ON (INSIDE ONLY) OF DOOR +54" A.P.P. TYP. or ALL FITTING ROOM DOORS. SPEC: BRAINERD 15653OOJ- BSN -C7 r ' !(1 I M I • , • Cito ELECTRICAL PANEL. SEE SHEET El INTERIOR ELEVATION 4" HIGH BASE 4" HIGH BASE BEAD BOARD WAINSCOT BY G.G. EMERGENCY LT. 0 +12' -6" A.F.F. TYP. SCALE: 1/4" = I' -O" ELECTRICAL TRANSFORMER. S SHEET El INTERIOR ELEVATION INTERIOR ELEVATIONS — TOILET 5" HIGH PAINTED WOOD BASE. INTERIOR ELEVATIONS — HANDICAP FITTING ROOM 12' -0" HIGH "REEVE" #44 H.D. SURFACE MTD. STDS. ATTACH TO SLATWALL 1S/ I -I/2" LONG SCREWS THRU ALL PROVIDED HOLES 024" D.G. W/ "REEVE" #81- R/L -14 WOOD SHELF — - SRACIGETS. .14" DEEP X 3/4" THK. MDF SHELVES. SCREW SHELVES TO BRACKETS THRU PROVIDED HOLES. (F.G.I .G.) NOTE: ALL STOCK ROOM GYP. SD. WALL SURFACES ARE TO BE P -5 In In in in In SCALE: 1/4"=1 TOILET ROOM STORAGE PLATFORM 14" DEEP X 5/4" THK. MDF SHELVES. SCREW SHELVES TO BRACKETS THRU PROVIDED HOLES. AA HIGH GLOSS c -4 IIIIII!IIIIIIII `�iiF MI ' . > co irk 43)p D HIGH GLOSS ' NOTE ALL VERTICAL SURFACES IN I■ STOCKROOM SHALL HAVE SLATWALL INCLUDING BEHIND SHELVING AND BRACKETS. . _ :reira v -r�s^ev. ,, I r -rn.r. - •.- ,crn..,s- rr,..a.�x --.ra u�a- ,:.xr.:x..x, I NOTE PROVIDE CLEAR SILICONE SEALANT • AROUND ALL. ITEMS IN FITTING ROOMS. ANYWHERE A PRICE TAG GOULP SE INSERTED. EX. TOP R BTM. OF SEAT AROUND HOOKS, MIRRORS, SIGNS, DOOR JAMBS, ETC, DD7- 397 1- 5.5. METAL BENCH CLADDING W/ JITTERBUG FINISH. (F.D.I.G.) HIGH GLOSS WALL MOUNTED HANGER TIT! BY OWNER INTERIOR ELEVATION TOILET ROOM SHELVING NOTE: G.G TO INSTALL 12" x 46" x 5/4" WHITE MELAMINE GLAD WOOD SHELVES ON H.D. BRACKETS $ ADJUSTABLE STANDARDS. MAD! OF SAME GONPONENTS FROM STOCK ROOM SHELVING SYSTEM. G.G. TO PROVIDE BACKING IN WALL FOR SECURE ATTACHMENT OF STANDARDS TO WALL. SCREW SH!L!S TO BRACKETS THRU PROVIDED MOUNTING HOLES. SHELF PROVIDE PLYWOOD BACKING IN WALL BEHIND GYP. BP AT HOOKS FOR ADD'T SUPPORT SCALE: 1/4"=I'-0" 4" HIGH BASE SCALE: 1/4"=P-0" rt 4" HIGH BASE SCALE: 1/4"=I'-0" 4 FITTING ROOM HOOKS AS SHOWN. - 4" HIGH CHAIR RAIL (P.0.1.G.) BEAD BOARD WAINSCOT BY G.G. TOILET ROOM STORAGE PLATFORM va∎ r _rare. I -1/2" PIA. STEEL HANGROD ON H.D. COMMERCIAL BRACKETS_ ATTACHED TO EA. STANDARD. r PONYWAL ON TOP OF PLATFORM-----) TOILET ROOM STORAGE PLATFORM DESK, SAFE AND FILE CABINET BY OWNER DESK TOP. INTERIOR ELEVATION X 12' -0" HIGH "REEVE" *44 H.D. SURFACE MTD. STDS. Q' -O" A.P.F ATTACH TO SLATWALL W/ - I -1/2" LONG SCREWS THRU in ALL PROVIDED HOLES 024" O.G. W/ "REEVE" In 4 R/L -14 WOOD SHELF BRACKETS. 14" DEEP X 3/4" THK. _ MDF SHELVES. SCREW SHELVES TO BRACKETS THRU PROVIDED HOLES. — IS" VERT. GRAB BAR 5 >• 11,r c -10 I NOTE ALL VERTICAL SURFACES IN M STOCKROOM SHALL HAVE SLATWALL INGLUPIN6 BEHIND SHELVING AND BRACKETS. NOTE: ALL STOCK ROOM GYP. SD. WALL SURFACES ARE TO SE 12' -O" Ar.F. In In In In i0 RECEIVED CITY OF TUKvVILA FEB 0 7 2008 PERMIT CENTER 0186 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction. building seizure, and /or monetary liability. SCALE: PROJECT No.: MEM A IrtZ f4 4 E 1 el Ian eft— sria a) 8z ■— 4 l n: en itig o men 2 VI 40 imsal In z 0 1/4".I' A3A DRAWN BY: COVE Y GROFP HOT -01 -024 DATE: October 15th, 2001 SHEET: a co V In 0 0 5 Of 18 F+1 480 998 7223 CONSULTING ENGINEER Road Suite 195 CS -2 • EUCLID CHEMICAL CO. EUCOPDXY TUCOAT VOX /CLEAR. THROUGHOUT ENTIRE 1 SPACE. ELSE. 1 (800) 321 -7628. - MATTE FINISH. CM -1 AMERICAN OLEAN STANDARD MOSAIC PATTERN #SP8 -401 13% A34 "RAVEN" 87% A13 "WHITE" UNGLAZED 1" X 1" HEXAGONS. GROUT SHALL BE TEC #927 "LIGHT PEWTER" NOTES: 1. FIELD TILE COMES ON 24" X 24 BACKING SHEETS. INSTALL TILES WITH BACKING SHEES. DO NOT REMOVE INDIVIDUAL TILES 2. TO PROVIDE AN AGED EFFECT THE GC SHALL "BREAK" SOME OF THE TILES (PER OWNER'S SPECIAL DIRECTIVE) 3. SEE TYPICAL DETAIL ON SHEET A6 FOR ADDITIONAL INFO. 4. REPRESENTITIVE IS: VRIGINIS TILE, PATTY STEVENS (248) 476 -7850 CM -2 AMERICAN OLEAN STANDARD MOSAIC PATTERN #SP8 -401 13% A34 "RAVEN" 87% A13 "WHITE" UNGLAZED 1" X 1" SQUARES. GROUT SHALL BE TEC #927 "LIGHT PEWTER" NOTES: 1. BORDER TILE COMES ON PRE -SIZED BACKING SHEETS. INSTALL TILES WITH BACKING SHEES. DO NOT REMOVE INDIVIDUAL TILES 2. TO PROVIDE AN AGED EFFECT THE GC SHALL "BREAK" SOME OF THE TILES (PER OWNER'S SPECIAL DIRECTIVE) 3. SEE TYPICAL DETAIL ON SHEET A6 FOR ADDITIONAL INFO. 4. REPRESENTITIVE IS: VRIGINIA TILE, PATTY STEVENS (248) 476 -7850 VF -1 CENTIVA #UL4102 -E STYLE: URBAN LOFT, COLOR: "CITY SCAPE" 12" X 36" .120 THICK VINYL FLOOR TILE INSTALL W/ MFGR'S RECOMMENDED ADHESIVE BY G.C. I' VF -2 r,�,�� .�. ARMSTRONG, WHITE COMMERCIAL FLR'G W/ INTEGRAL COVED BASE © TOILET RM. INSTALL AT MFGR'S RECCOMENDED ADHESIVE. �c3r�- xsr�a.�.� : :�. :r �'r.. gar. i�ashrr3: ir•.��.a := ,�axc� : : :, <.r= „sTr: _•re rcr, ;.n�:a�.:r.s. :rm : :za�� ,rvs=.- : :.cs�crcr�::F: ��rx :. :z>;;r= .,r:x •ser;:.sc-.. -a:en AC - 1 36” GRAB BAR PROVIDE SOLID BLOCKING IN WALL REAR BAR TO EXTEND 12" !Y= BEYOND THE CENTER OF THE WATER CLOSET TOWARD THE SIDE WALL AND AT :: LEAST 24" TOWARD THE OPEN SIDE OF THE WATER CLOSET AND MOUNTED NOT MORE THAN 9" BEHIND THE WATER CLOSET SEAT. #B -490, 36" LONG, SURFACE MOUNTED. AC -2 42" GRAB BAR - PROVIDE SOLID BACKING IN WALL. BOBRICK ##B --490, 42" LONG, SURFACE MOUNTED. AC -4 TOILET PAPER DISPENSER - CENTERED AT 19" A.F.F. MIN. BOBRICK #B -685, SURFACE MOUNTED. l AC-5 WALL MOUNTED 18 "x36" MIRROR - WITH BOTTOM AT +40" A.F.F. (F.C.I.C.) p - 3 AMERICAN DRYER #BPI -T WHITE POLYGARBONATE AUTOMATIC ELECTRIC 1 ` HAND DRYER, G.G. TO INSTALL PER MANUFACTURER'S INSTRUCTIONS. sr AC-8 WALL MOUNTED WATER HEATER BELOW LAVATORY R AC -9 SIGN WITH RAISED BRAILLE LETTERS - MOUNTED AT +60" A.F.F. r' 1 AC-10 -. ,,,,,,Wt ,, PLASTIC TRIM AT +48" AT MARLITE WAINSCOT. g :.+ ..`hTM1= '..`.L:..'N. :. :•Y'ima- l` :- t} - 'Ff - ! sq . a ±i . *- ,eyx�:!G4xv. «^ILte_:-I -- T,acar "G• .n7A- .�C»1". ∎E'.n1is�^ am•LA - armor - --r. p-1 , , , BENJAMIN MOORE #OC -14 "NATURAL CREAM" SHEENS: 3. WALLS: LOW SHEEN EGSHELL LATEX CEILINGS: FLAT LATEX DOOR & TRIM: SEMI -GLOSS LATEX FITT N OOM AND ALCOVE: HIGH -GLOSS LATEX P -2 JAMIN ORE #2134 "IRON MOUNTAIN" SHEENS: r- CEILINGS: FLAT LATEX P -2 - HIGH GLOSS PONY WALL p - 3 BENJAMIN MOORE READY MIX, COLOR: DOVE WHITE, SEMIGLOSS FINISH ON STOCKROOM, CORRIDOR & TOILET ROOM WALLS, CEILINGS, DOORS AND JAMB /CASINGS. CONTACT: JOHN ZIARKOWSKI (800) 642 -5678 ext. 2039. sr P -4 .. BENJAMIN MOORE #HC -69 "WHITALL BROWN" SHEENS: rl .,, :x??eei .i: CEILINGS: FLAT LATEX •+:.'P.?^. -ate ;an[:t -. ={F .0 -^ Nw::V.. = ..c............i. .rtY ...K• =.-r, u tw :7%+3^F� WS -1 PREFINISHED (P -2) 1/4" BEAD BOARD WAINSCOT BY G.C. G.C. TO INSTALL FILL NAIL HOLES AND AND TOUCH -UP AS REQUIRED FRP-1 FIBERGLASS REINFORCED PANEL WAINSCOT TO A HEIGHT OF 4' -0" A.F.F. IN TOILET ROOMS. PROVIDE ALL TRIM /CAPS ACCESSORIES AT TRANSITIONS. COLOR TO BE WHITE WITH A SMOOTH FINISH. BF -1 "ARTO BRICK" 2 1/2" X 8" "TAN DISTRESSED BRICK" BRICK VENEER TILES W/ " GROUT "ANTIQUE WHITE" SANDED GROUT. ARTO BRICK -- (310) 768 -8500. BF -2 1/4" BRICK PATTERN MDF INSTALLED WITH COMMERCIAL GRADE ADHESIVE SIMILAR TO SLATWALL. PAINT P--1 - HIGH GLOSS ITEM FURNISHED INSTALLED I EXIST. REMARKS LANDLORD 1NVN31 CONTRACTOR OUO1ONY1 1NYN31 CONTRACTOR 3ONVHD ON SPCL ACTION Z SIGNAGE 0 Z O F a N STOREFRONT NEUTRAL PIERS CONSTRUCTION SITE DIGITAL CAMERA LCD SIGN & BRACKET • • VERIFY DETAILS WILL LANDLORD • OBTAIN C/O APPROVALS IN WRITTiNC A.W.A. . MARQUEE SIGN / LOGO • WHEN REQUIRED BY MALL • PLANS/ PERM T /PEEES LANS/ • REAR DOOR SIGNAGE • • • MODIFY SPRINKLER SYS. • TENANT'S NAME AND SPACE NO. VINYL WINDOW GRAPHICS • • • PR. ENTRY DOORS MALL DEPOSIT/ INSURANCE WAIVERS • BARRICADE GRAPHICS • G.C. TO COORD. W/ OWNERS SUPPLIER • JANITORIAL SERVICE/ FINAL CLEANING • CODE- RELATED SIGNAGE AT ANY DOOR • • • TRASH REMOVAL DUMPSER RENTAL PER INSPECTOR'S REQUIREMENTS SIGN PERMIT & APPL. • G.C. TO PAINT. • ROOF PENETRATIONS • WHEN REQUIRED • • • INSTALL PER TYP. DETAIL ADDRESS (SPACE) NO. DEMOLITION/ PERMIT AND FEE'S AS REQUIRED • RESPONSIBILITY SCHEDULE ITEM FURNISHED INSTALLED EXIST. REMARKS o Z O v Ce -1 V J Z Q F' CC= U 0 Z O F a N STOREFRONT NEUTRAL PIERS CONSTRUCTION SITE DIGITAL CAMERA • • VERIFY DETAILS WILL LANDLORD CONTINUOUS REVEALS OBTAIN C/O APPROVALS IN WRITTiNC A.W.A. . • WHEN REQUIRED BY MALL I STOREFRONT GLAZING PLANS/ PERM T /PEEES LANS/ • • • • I STEEL GLAZING FRAMES MODIFY SPRINKLER SYS. • • . • CUSTOM BY OWNER'S VENDOR PR. ENTRY DOORS MALL DEPOSIT/ INSURANCE WAIVERS • • . G.C. TO COORD. W/ OWNERS SUPPLIER BRICK VENEER (BF1) JANITORIAL SERVICE/ FINAL CLEANING • • • WOOD TRIM / PANELS TRASH REMOVAL DUMPSER RENTAL • • • G.C. TO PAINT. DECO VENTELATION GRATES ROOF PENETRATIONS • • • • INSTALL PER TYP. DETAIL ADDRESS (SPACE) NO. DEMOLITION/ PERMIT AND FEE'S AS REQUIRED • • • OVER DOORS SUSPENDED BODYFORMS OBTAIN INSPECTIONS/ PROVIOF STATUS • • • G.C. TO COORD. W/ OWNERS SUPPLIER 12" X 12" METAL PANELS TT RFPOJRT R SITE PLANS • • • CALL TENANT FOR SPEC. DOOR CASING RECEIVE/ UNLOAD ALL TENANT SUPPLIED ITEMS • • • G.C. TO PAINT TRANSOM CASING SUB - CONTRACTOR LIST AND WARRANTIES • • • • G.C. TO PAINT VESTIBULE /F.R. CASING TEMPORARY BARRICADE • • • • G.C. TO PAINT COORDINATE WITH LANDLORD AND MALL. FLOORING / BASE ..I I- 0 J H 0 Z 0 FLOOR CORING/CONC. INFILL /PATCH XT 'G. • COMPLIANCE TO TENANT TURNOVER REQUIREMENTS TO PREP EXIST. FLOOR FOR NEW FINISHES CONCRETE SEALER • • AUDIO SYSTEM MATTE FINISH DECO ENTRY FLOORING • • CONDUITS & PULL STRING POWER FOR AUDIO SYS. SHT. VINYL © TOILET RM. . . P.O.S. SYS. DATA AND TELEPHONE EQUIP TMENT) • FLOOR TRANSITIONS • • • DECO WOOD BASE • • VINYL BASE . . NON- PUBLIC AREAS ONLY PATCH /INFILL MALL FLR'G • • WHEN REQ. COORDINATE W/ MALL MGR. SALES FLOOR VINYL • • CASH /WRAP, MUSIC AREA AND 2 CABINETS WALLS J I - C. ..1 - 0 Z 0) DEMISING PART. STUDS • DEMISING PART. DRYWALL • G.0 TO PATCH & REPAIR AS REQ. I BLOCKING /G FRAMING/ I TOILET ROOM FRAMING/ I BLOCKING /GYP. BD. • • FURRING AROUND COLUMNS AT DEMISE • • WHEN REQ. SEE SHT. Al INTERIOR COLUMN FURRING • • WHEN REQ. SEE SHT. Al BLOCKING FOR DOORS • • �,'� WALL PREP. AND PAINT • • 1 CU,_; :, 5.._�. ,_.' .. . -- s CEILINGS -I I- 0 -1 Ih- 0 z CO 1 T fl GYP. BD. CEILINGS OR SOFFITS • PAINT AT EXPOSED DECK AT PUBLIC AREAS • • • + — --- 1 ' t `f _c ' , . • . DEMO /PREP OF EXPOSED DECK READY TO PAINT D „ <; .: "'-= ' - r ` SUSPENDED ACC. CEILING • • WHEN REQUIRED CORNICE MOULDING • • G.C. TO SUPL. BLOK'G DOORS J I- u J I- to Z 0 PR. CUSTOM ENTRY DOORS & ENTRY DOOR HARDWARE f • • 0 PRE - FINISHED W/ GLASS & BARS FITTING ROOM DOORS/ FRAMES /HARDWARE I HALLWAY & STOCK ROOM I DOOR /FRAME /HARDWARE TOILET IOOM DOOR/ FRAME /HARDWARE REAR DOOR AND FRAME • • REAR DOOR PANIC BAR/ 7 PIN RIM CYLINDER KEY ALL DOORS ALIKE Q TURNOVER ACCESS PANELS AS REQ'D FOR MOTORS /VAV /ETC. * AS REQUIRED FITTING ROOM J I- 0 J I- 0 z 0 WALL - MOUNTED LIGHTS • • FITTING ROOM MIRRORS • • Y --. MEW HOOKS • • IF 1 CHAIR RAIL / MIRROR TRIM • • METAL FITTING ROOM SEAT CLADDING • CAULKS /SILICONES/ MASTICS /ADHESIVES • • AS REQUIRED WAINSCOT • • SALES AREA & FIXTURES) I- 0 � I- V z N FREESTANDING FLOOR FIXTURES CASH WRAP/ COUNTERS • • G.C. TO ASSEMBLE AS REQUIRED WALL & DISPLAY FIXTURES • . MISC. SALES WOOD TRIM • • G.C. TO ASSEMBLE AS REQUIRED SLATWALL • • LOOSE HARDWARE AND SHELVING • • G.C. TO CLEAN AND INSTALL RECEIVING HARDWARE FIXTURES INTO STORE UNPACK/ DISPOSE OF FIXTURE WRAPPINGS • • OFFLOAD FROM TRUCK STOCKROOM J I' 0 J I- 0 Z 0 CORNER GUARDS • • REQUIREMENTS TO BE DETERMINED IN HELL BULLETIN BOARDS AND MISC. ITEMS • ON SUPPLY TRUCKS STRUCTURAL SUPPORT FOR XFMR. IF REQ'D. N/A TABLE /FILE CABINET • • ON SUPPLY TRUCKS SLATWALL (SW -3) • • SHELVING / HANGING • • INCL. SHELVES, STANDARDS AND BRACKET BACKING FOR ALL ITEMS LISTED ABOVE • • • AS REQUIRED FOR SECURE ATTACHMENT k$ • *G.C. NOTE: OF LADING UPON RECEIPT OF ALL SHIPMENTS. ANY DAMAGES TO BE INDICATED AT RECEIPT, OR WITHIN 24 HOURS. FAILURE G.C. TO CONTACT VENDORS LISTED ABOVE AND PURCHASE G.C. TO REVIEW BILL OR SHORTAGES ARE TO DO SO WILL REQUIRE SAID ITEMS AT G.C. COST. PICK -UP PERMIT/ PAY PERMIT FEES . CONSTRUCTION SITE PHONE AND FAX • • • PROVIDE INFORMATION TO HT AND ARCHITECT. CONSTRUCTION SITE DIGITAL CAMERA • is PROVIDE WEEKLY E -MAIL PHOTO'S. TQ HOT TOPIC OBTAIN C/O APPROVALS IN WRITTiNC A.W.A. • PLANS/ PERM T /PEEES LANS/ • • A W CHANGE ,ORDERS NOT PROCESSED WITHOUT MODIFY SPRINKLER SYS. • • VERIFY MALL'S REQUIRED CONTRACTOR MALL DEPOSIT/ INSURANCE WAIVERS • JANITORIAL SERVICE/ FINAL CLEANING • TWO CLEANINGS: FIRST AT PUNCHLIST, SECOND CLEANING DAY PRIOR TO OPENING TRASH REMOVAL DUMPSER RENTAL • ROOF PENETRATIONS • • VERIFY MALL'S REQUIRED CONTRACTOR DEMOLITION/ PERMIT AND FEE'S AS REQUIRED • OBTAIN INSPECTIONS/ PROVIOF STATUS • TT RFPOJRT R SITE PLANS • RECEIVE/ UNLOAD ALL TENANT SUPPLIED ITEMS • SUB - CONTRACTOR LIST AND WARRANTIES • • PROVIDE TO OWNER AT TURNOVER TEMPORARY BARRICADE • • COORDINATE WITH LANDLORD AND MALL. G.C. PROJEC I MGR. SI I E VISITS DURING CONST. • COMPLIANCE TO TENANT TURNOVER REQUIREMENTS • AS REQUIRED: MINIMUM (1) AT FIELD REPORT. AUDIO SYSTEM • • COORD. CLOSELY WITH TENANTS VENDOR FOR INSTALLATION SCOPE. CONDUITS & PULL STRING POWER FOR AUDIO SYS. • • G.0 TO PROVIDE 1/2" CONDUIT W/ PULL STRING TO EACH SPEAKER LOCATION. P.O.S. SYS. DATA AND TELEPHONE EQUIP TMENT) • • G.C. TO ASSIST BY INSTALLING SHELVING AT CASHWRAP. PAINT FINISH SCHEDULE �s�- r= �y., ..r,.•�mr.= r :•��zs�r_.f�_..,e.� ... �. .. _ �s3iK? ��.: �! ti. � , :�nu- , :_W�:�:....�..._�r..... NOTE: ALL COLOR AND MATERIAL SELECTORS MUST MEET ALL CODE REQUIREMENTS FOR FLAME SPREAD AND SMOKE DEVELOPMENT FACTORS. THE FIRE DEPARTMENT WILL REQUIRE THE SUBMITTAL OF GUT SHEETS FOR ALL INTERIOR FINISHES FOR PIKE DEPT. APPROVAL. METAL FINISHES MF -2 20 ga. RAW METAL CLADDING FLOORING BASE 5" HIGH HARDWOOD BASE - PAINT GRADE. F.C.I.C. FIELD PAINT P -2 B -1 B -2 JOHNSONITE # 40, BLACK, 4" RUBBER COVED BASE IN STOCKROOM ONLY. B -3 6" HIGH INTEGRAL COVED SHEET VINYL BASE (VF -2) W/ ALUM. CAP :' tY. t:: � x�� ::1K.�45_+s:.^.:F�iL2u�7•c': zYF�� :.eT::t1l :��"!£a :�teei ri;i?w } - +': :. ?rn �- r.�xs.�s� � :asr :rxf- :x:r��xex.��rs� �,,.;�c� ?x :��r »..¢a :m :sue: : :vsr BRiCK VENEER SLATWALL SW -1 SW -2 "SPACE WALL" OSB FINISH PANEL SLATWALL W/ SILVER METAL REINFORCED SLATS 2 -3/4" O.C. INSTALL PER DETAILS ON PLANS. CONTACT TERRY SEXTON - 1 (800) 64.3-4952. "SPACE WALL" WHITE MDF PANEL SLATWALL WITH METAL REINFORCED SLATS 3" O.C. ( USED ONLY IN STOCKROOM. ) CONTACT TERRY SEXTON - 1 (800) 643 -4952. WAINSCOTT TOILET ACCESSORIES "PLAY NETWORK, INC 8727 N. 148th. AVE. N.E. REDMOND, WA 98052 ERIN REINHARDT ereinhardt©playnetwork.com (425) 629-2783 (425) 425 -8181 "ALLEGHENY WOOD" 10003 RAILROAD STREET LAKE CITY, PA 16423 MIKE KRAUS solidhardwooddoors©adelphia-net (814) 774-7338 o HOT TOPIC'S VENDORS DESCRIPTION ANDIGAP FITTING ROOM DOOR: F,O_I - G, SALES AREA TO STOCKROOM: - P- G.I.G- "VIRGINIA TILE" 24404 INDOPLEX CIRCLE FARMINGTON HILLS, MI 48335 KELLY ROST krostQvirg ina til e. corn (734) 762-2430 DOOR SCHEDULE LOCKS / LATCHES: FALCON LEVER TYPE PRIVACY SET. SATIN CHROME W/ CHROME STRIKE. SIGNAGE: PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY AS REQUIRED BY CODE DOOR NOTES "MIDWEST LIGHTING" 5250 HOLLYWOOD BOULEVARD LOS ANGELES, CA 90027 ANO GULASARIAN agulasarian@rnidwestlighting .cam (323) 957-6012 (323) 463 -3441 STOREFRONT DOORS: DOORS: (2) 3' - O" X $' - O" SOLID WOOD DOORS W/ 1/4" SAFETY GLASS LITE AS SUPPLIED ay OWNERS VENDOR HARDWARE: DOOR HDW. DUMMY SET (EMTEK 450211 DRHDB), DOOR HDW. ENTRY SET (EMTEK 450211 DRHDB) FRONT DOOR HINGES (EMTEKa1034 125 -NRP), FIT ROOM DOOR HINGES (EMTEK 4 11054 DB), 3" CABIN HOOKS (DOH -201 DARK BRONZE), FIT ROOM DOOR LOCK SET (DURANGO EVER SET). NOT SHALL BE ADA COMPLIANT SIGNAGE: PROVIDE - SIGN ABOVE DOOR IN F" HIGH LETTERS ON A CONTRASTING BACKGROUND STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" WHEN REQUIRED BY CODE DOORS: 3'-0" x 5' -4" x 13/4" SOLID CORE PAINT GRADE WOOD t=1TTING ROOM DOOR. THIS DOOR IS PROVIDED WITH THE FRAME TRiM KIT BY G.G. FRAME: CUSTOM WOOD FRAME PROVIDED. (F.O.I.G.) HIN'EE: I-PAIR 4 1/2" X 4 1/2" BLACK HINGE WITH 2 HINGE STOPS - TOP $ BOTTOM LOCKS / LATCHES: F.C.I.C. INSTALLED 30 -44" A.F.F.- CYLINDRICAL LEVER SET W/ GAL ROYAL STOREROOM LOGKSET IN RUBBED BRONZE #51.05 FINISH. INTERIOR PRIVACY 5ET. KEYED OUTSIDE. P.O.I... • PROVIDE CLOTHES HOOK ON INSIDE @ 45" A.P.P. BRAINERD 5G5500J- 8SN -C7 NOTE: (8) EXTRA KEYS TO BE FURNISHED FOR OWNER ]g[ NEW ❑ EXISTING - PROVIDE AS NOTED BELOW IF EXISTING I5 UNSUITABLE. DOOR: 3' -O" x 1' -0" x I -3/4" SOLID GORE WOOD DOOR. PAINT PER INTERIOR ELEVATIONS FRAME: 3' - X 7' -O" TIMELY 'G' SERIES K/D IS GA. STEEL DRYWALL FRAME EMBOSSED FOR I -I/2 PR. BUTTS. COLOR: FACTORY FINISHED BLACK. NOTE: FRAME USES PRE - THREADED SCREWS. DOOR USED WOOD SCREWS. G.G. TO PROVIDE AS NEEDED. HINGES: I -1/2 PAIR PS -RC -RP 4" x 4" BLACK (5/BOX) 345 LOCKS / LATCHES: FALCON #BIOIx626 LEVER TYPE PASSAGE SET INSTALLED 30 - 44" A.F.F. ANTIQUE BRONZY W/ ANTIQUE BRONZE STRIKE. GI'NA6E: NO "EMPLOYEES ONLY" SIGNAGE ALLOWED AS THIS IS A REQUIRED EXIT DOOR. CLOSER: DORMA 7601, TOP JAMB MOUNT NOTES: • PROVIDE DOOR BUMPER "QUALITY" NO. 302. (VERIFY W/ PLAN WHEN DOOR SWINGS TO WALL) • PROVIDE 12" x 52" STAINLESS STEEL KICK PLATE. SEE= INTERIOR ELEVATIONS STOCKROOM TO TOILET ROOM DOOR: - F.C.I.C. NM ❑ ExISTIN& - PROVOS AS NOT BELOW IP !XISTIN6 IS U•SUITABLE". DOORS: 3' -O" x 7' -0" x I 3/4" SOLID CORE, PAINT GRADE WOOD DOOR. STAIN FINISH 626 FRAME: - 3' -0" X 7' -0" TIMELY 'G' SERIES K/D IS GA. STEEL DRYWALL FRAME EMBOSSED FOR I -1/2 PR. BUTTS. COLOR: FACTORY 'NAVAJO WHITE' HINGES: I -1/2 PAIR PB -RC -RP 4" x 4" SATIN CHROME (3 /50X) 345 CLOSER: NORTON NO. 1603 ALUMINUM DOOR CLOSURE. W/ CFO° HOLD OPEN NOTES: • PROVIDE DOOR BUMPER "QUALITY" NO. 302. (VERIFY W/ PLAN WHEN DOOR SWINGS TO WALL) ® REAR SERVICE DOOR: - F.C.I.C. j$ NPJ0I ❑ NOT USED ❑ EXISTINS - PROVIDE AS NOT! BELOW IP EXISTING IS UNSUITABLE. DOOR: B' -O" x 1'-O" METAL DOOR AND FRAME. LOCKS / LATCHES: NEW DETEX V4OXEB PANIC / ALARM HARDWARE W/ 7 -PIN MORTICE CYLINDER $ SATIN CHROME STRIKE=. (ALWAYS PROVIDE THIS UNLESS SUITABLE EXISTS) SIGNAGE: LABEL MALL SIDE WITH TENANT'S NAME AND SPACE NO. PER LANDLORD'S REQUIREMENTS CLOSER: NORTON 441603 SINGLE DOOR KEEPER OR EQ. VIEWER: IVES #618 ILO deg. DOOR VIEWER. NOTES: • TENANT'S 6.C. SHALL MAINTAIN TIGHT FITTING SMOKE AND DRAFT CONTROL ASSEMBLY HAVING A FIRE RATING OF NOT LESS THAN ciO MIN. WHEN TESTE=D. INSTALL GASKET MATERIAL AS TO PROVIDE A SEAL WHERE THE DOOR MEETS THE STOP ON ALL SIDES. • PAINT MALL SIDE OF DOOR AND FRAME TO MATCH ADJCENT MALL'S FINISH OR AS DIRECTED BY THE MALL'S ON -SITE REPRESENTITIVE. • EXIT DOORS SHALL BE OPENAE3LE FROM WITHIN WITHOUT THGE USE OF ANY SPECIAL KNOWLEDGE OR EFFORT WHEN THE SPACE IS OCCUPIED. • MAXIMUM PULL FORCES FOR INTERIOR AND EXTERIOR DOOR SHALL NOT EXCEE P: Ea LBS. FOR INTERIOR DOORS 5 LBS. FOR EXTERIOR DOORS / I5LB5. FORGE FOR FIRE RATED DOORS I I I I II I I I i I I i • • E / • • • • • • • • • • • • • • • • • • • • • • • I I I I I 1 i • • • • • • • • • • • • VAV UNIT ROOF CURB WORK SUPPLY AND R/A DUCTWORK PER PLAN ALL DIFFUSERS / GRILLES THERMOSTATS ZONE BOXES / FIRE DAMPERS TOILET RM. EXHAUST FAN AIR BALANCE REPORT BY INDEPENDENT CONTRACTOR PLUMBING / TOILET(S) EXTEND WASTE/ VENT LINES WITHIN SPACE EXTEND WATER LINES WITHIN SPAC LOCATE ACCESS WASTE STUB -UP WATER CLOSET & LAV. MOP SINK. DRINKING FOUNTAIN FLOOR DRAIN/ TRAP PRIMER WATER HEATERS T.P. & TOWEL DISPENSER GRAB BARS MIRROR(S) MARLITE PANELS J- MOLDING BACKING FOR ALL ITEMS LISTED ABOVE AS REQ. TRASH CAN SOAP DISPENSER ELECTRICAL 1 LANDLORD DISTRIBUTION I PANEL I METER I MAIN DISCONNECT AND FUSES CONDUIT TO SPACE EXTEND CONDUIT I WITHIN SPACE 1 WIRE TO SPACE I MAIN C.B. 1 PANEL " H " 1 TRANSFORMER I WIRES / / J I- • • • t.) • • • • • • • • • • • • • • • • • J I- • • • v • • • • • • • • • • • • • • • • • Z • • • H • • I MECHANICAL PANEL " L " TIMECLOCKS AND WIRING HOMERUNS/ CONDUITS LIGHTING CONTROLS: SWITCHES/ CONTACTORS TEL. CONDUIT TO SPACE TELEPHONE TERMINAL BOARD/ PLYWD./ OUTLET PHONE & DATA CABLE PHONE TERMINATIONS ALL WIRING TO MARK CONDUITS AND POWER FOR P.O.S./ PHONE SYS. HVAC SYSTEM WIRING (LINE AND LOW VOLTAGE BUZZER SYSTEM LIGHT FIXTURES RESPONSIBILITY SCHEDULE LIGHT FIXTURE SUPPORTS (UNISTRUT/ THREAD TEMP. LIGHTING/ POWER PROVIDE EQUIPTMENT CUTSHEETS TO ARCHITECT FINAL CONNECTION OF POWER TO SIGNS T -1 LINE TO SPACE MISCELLANEOUS J I- 0 J 1- t.) Z M J I- v J F- O Z V) N /A LI GH TSTAT AS REQUIRED AS REQUIRED REQUIRED FOR FINAL RETENTION. NOT USED VERIFY AVAILABILITY FOR LOAD DEMAND VERIFY IN FIELD G.C. TO UPSIZE IF REQ. VERIFY AT BID IF REQUIRED SEE SHEET E3 NOT USED G.C. TO EXTEND AS REQ. VERIFY SEE SCHEMATIC SHEET El. BY OWNERS VENDOR G.C. TO HAVE TTB IN PLACE 2 WEEKS PRIOR TO MIDTRIP S COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces. and elements of the design. Under such protection, unauthorized use of these drawings and specitications may result in cessation of construction, building seizure, and /or monetary liability. �N t ` r w a w z H MEM Vi 0 � o Mtn � W GC o?� oC 0 0ij 13 y W Z = _ V H SCALE: 0186 IMr ea co 2 co 4C)P z O 1 i• 0 CU I/4 " =1' -O" DRAWN BY: COVEY GROE=F PROJECT No.: HOT -07 -024 N In I I N N U7 I CU DATE: SHEET: October 15th, 2001 IRWW I- Il w Q Ln tro 0 0 0 trl N co o c co N •• Ch m o - 0 � 8 + I- IL w I=i E u I FEB s '04 A4 6 of F+ 1 480 998 7223 CONSULTING ENGINEER PER LANDLORD PER B. DEPT. PER OWNER F � ti !i �� h �11•>i � a ■_= i =v T � �. 1 arnaFwar. ■ � � 1�11ti�i'■IS11_��I�ESI■��.�. r� fir. � . � I■ r�ea ■ m kommin win 1� veryth III, _ _�>O�■Iir_11i E t IIli E_ _ ! 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ON ALL SIDES (BLACK W/ GOLD LEAF TRIM) (F.O.I.Ga OPENASLE GLASS TRANSOM WINDOW W/ "HT" LOGO Io" CHAIN SY G.G., LATCH (F.O.I.G.) 4" HIGH OLD WEATHERED ADDRESS (SPACE NO.) OVER DOORS !XI STING NEUTRAL PIER IJn EXISTING DEMISING PARTITION WITH GYP. 5D. TO THE DECK TENANT SHALL PATCH AND REPAIR EXISTING DEMISING WALLS AS NEG55SARY AT TENANT'S EXPENSE 2) 35 /8 "XI5 /8 "XIS GA. METAL STUDS WELDED TOGETHER TOE TO TOE FOR SUPPORT OF BOX BEAM ABOVE (TYP. 4 PLACES) OLD BRICK STOREFRONT FINISH I NOTE: ANY BLOCKING USED IN STOREFRONT CONSTRUCTION SHALL BE FIRE TREATED. HORIZONTAL BAR MOUNTED TO CEILING FOR MANNEQUIN SUPPORT (F.O.I.G.) EXP05ED LAMP FIXTURE W/ WIRE SAFETY GAGE AT ENTRY. USE YELLOW "BUG LAMPS" STOREFRONT ELEVATION 14" TALL SIGN ATTACHED TO S.F. BY G.G. PAIR CUSTOM WOOD AND GLASS STOREFRONT DOORS W/ RUSTED STEEL SECURITY BARS. I NOTE: • ■ NOTHING IS PERMITTED TO BE ATTACHED TO, OR SUSPENDED FROM, OR PENETRATED, THE ROOF DECK ABOVE. YOU ARE REQUIRED TO FRAME, DRAGE AND /OR SUSPEND, AS NEEDED TO/PROM THE TOP CHORD OF .JOIST OR STRUCTURAL STEEL WHICH EXIST. ABOVE YOUR RESPECTIVE TENANT SPACE. WOOD DOOR FRAME SYSTEM. F.O.I.C. 2I' -'1" - LEASED DIMENSION ENLARGED STOREFRONT PLAN f LINE OF LC/7 SIGN ABOVE. L.G.D. SIGN. SUSPENDED INSI SHOW WINDOW SCALE: I/2 "= I' -O" LINE OF SOFFIT ,ABOVE. SCALE: I /2 "= I'-O" NEW SMALL WAREHOUSE OUTDOOR LIGHT. BOTTOM OF LIGHT MTV. 0 12' -0" A.F.F. (TYP. OF 3). WOOD DOOR / TRANSOM CASING SYSTEM. F.G 1/2" TEMPERED GLASS IN CUSTOM METAL FRAME MATCH LINE RUSTED / CHAFED METAL STOREFRONT FRAME SYSTEM. SEE TYP. DETAILS FAUX RUST FROM WINDOW FRAMES PER OWNER'S SPECIAL SPECS. OLD N.Y. STREET STYLE DECORATIVE VENTILATION GRATE. NOTE: SIZED TO FIT IN BRICK MODULES EXACTLY. (4 HIGH X 3 WIPE) 6.G. TO PAINT SLACK BEHIND GRATE PAIR OF CUSTOM WOOD AND GLASS STOREFRONT DOORS W/ STEEL SECURITY BARS. TYP. 1 1 1 BF -1 RETURN ELEVATION to13q EXISTING DEMISING PARTITION WITH GYP. SD. TO THE DECK TENANT SHALL PATCH AND REPAIR EXISTING DEMISING WALLS AS NECESSARY AT TENANT'S EXPENSE EXISTING NEUTRAL PIER 5/4" BLACK METAL REVEAL (2) 5 S/8" X 15/8" X 16 GA. METAL STUDS WELDED TOGETHER TOE TO TOE FOR SUPPORT OF BOX BEAM ABOVE (TYP. 4 PLACES) NEW SMALL WAREHOUSE OUTDOOR LIGHT. BOTTOM OF LIGHT MTV. @ 12' -O" A.F.F. (TYP. OF 5). OLD N.Y. STREET ST'E'LE DECORATIVE VENTILATION GRATE. NOTE: SIZED TO FIT IN BRICK MODULES EXACTLY. (4 HIGH X 3 WIDE) 6.C. TO PAINT BLACK BEHIND ORATE SCALE: 1/2"=1 TYPE 'X' GYP. BD. SLAT - WALL EXISTING MALL BULKHEAD ANDERSON 200 SERIES TILT -WASH DOUBLE -HUNG WINDOW BY G.G. GRILL'" 4 GRILLE COLOR TO SE BY G.G. BOTTOM OF SILL a 5' -0" A.F.F. --------- 5/4" BLACK METAL REVEAL EXISTING NEUTRAL PIER OLD BRICK TOREFRONT FINISH - 5 /E" x 20 ga. METAL D. - . " 0 WOOD FRAME TO BE MOUNTED TO METAL STUD AND GYP. SD. 3/4 HIGH GLASS STOP 3/4 HIGH GLASS STOP OPAQUE GLASS INSERTED INTO WOOD FRAME. WROUGHT IRON DECORATIVE PATTERN. PATTERNE TO SE DETERMINED ST TENANT 4" HIGH GLASS STOP WOOD FRAME TO BE MOUNTED TO METAL STUD AND GYP. SD. OLD BRICK STOREFRONT FINISH SOLDIER COURSE TO BE TURNED VERTICAL 3 -5/8" x 20 ga. METAL 571.475 © 24" O.G. FAUX WINDOW SECTION SCALE: 5" = I -O" r 2 co %- w ao w 1.1 4.1 Emo c a; Z 3 eli + IRO 41 „, erica w � COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. RECEIVED CITY OF TUKWiLA FEB 0 7 NOB PERMIT CENTER SCALE: MEI 018B Mal its& I/2 "=1' --0" DRAWN BY: COVEY GROFF PROJECT No.: HOT -01 -024 I- a. DATE: October 15th, 2001 SHEET' n Lf? 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III � .." r gg C■i lIMMIMIMMI MEM _ , l n` l ll".'1iLi� == Il sis7 .1 � ��I = � - ` _ J MMOM_= ©bili7_ . r = M s - l =L� M t1= 11 MA 11 �O =i ■■ilin ► - INOBASEMP2511.111111111111111111MUM1111 WI =Mal I.. _!N__iii ©1!__ CT "r 911r� __ M=BEIIMMINIMII ARM ri IMMIIMINNII am 11111111111•EWIN p : i T F4iA!ii p S: .Iw t :111iCi� OF 1111112 i■TFAlibIAMIll miswimmairimm.8 awe pan liMiNglillIF MU iimJ1 1 - A[e'li 1 NR► il7i! M. 1 I I= ME G= =i I I Q !I i III= /Jrl 1 � b- 1 ©1 .MI1■_sIl■ ■■a ■O+TM©III 111►11 it1�7' JIIJr1 ill ■elf \i__ ;=1 _._I !S ■M Ml� / iii .ryr=_ / 1_1 ■ 11 .1! I 1_! minw l11111 lie \ �' ■1r�J1♦! 1 4 ) 1 -- 7. t IIIIIIVILMIIIN ` r. ERNE ■irMINE= �I ii1IIIMI =".11 I �1 17J=ti=R WiNEMiffi MN =MA511•1=111gMk ti l 1• ararar! =1• `�== Ii t �M_ � !! 0 MI L ZI �w ii tI GPI �11J /=d MINIM Kf� 1 � fa • ;1 IF.T.11I3ENCSIPM MI .. 3 lIw i e i .�1 � as, .i ii eni11 i r . MIST MKOIMINCMINIIIIMIIIIIMBEER IIIRII.1_=l•!■® 11• 10 M.1 3 F, f ll 24" HIGH 'HT' LOGO ON TRANSOM WINDOW no. ON ALL SIDES (BLACK W/ GOLD LEAF TRIM) (F.O.I.Ga OPENASLE GLASS TRANSOM WINDOW W/ "HT" LOGO Io" CHAIN SY G.G., LATCH (F.O.I.G.) 4" HIGH OLD WEATHERED ADDRESS (SPACE NO.) OVER DOORS !XI STING NEUTRAL PIER IJn EXISTING DEMISING PARTITION WITH GYP. 5D. TO THE DECK TENANT SHALL PATCH AND REPAIR EXISTING DEMISING WALLS AS NEG55SARY AT TENANT'S EXPENSE 2) 35 /8 "XI5 /8 "XIS GA. METAL STUDS WELDED TOGETHER TOE TO TOE FOR SUPPORT OF BOX BEAM ABOVE (TYP. 4 PLACES) OLD BRICK STOREFRONT FINISH I NOTE: ANY BLOCKING USED IN STOREFRONT CONSTRUCTION SHALL BE FIRE TREATED. HORIZONTAL BAR MOUNTED TO CEILING FOR MANNEQUIN SUPPORT (F.O.I.G.) EXP05ED LAMP FIXTURE W/ WIRE SAFETY GAGE AT ENTRY. USE YELLOW "BUG LAMPS" STOREFRONT ELEVATION 14" TALL SIGN ATTACHED TO S.F. BY G.G. PAIR CUSTOM WOOD AND GLASS STOREFRONT DOORS W/ RUSTED STEEL SECURITY BARS. I NOTE: • ■ NOTHING IS PERMITTED TO BE ATTACHED TO, OR SUSPENDED FROM, OR PENETRATED, THE ROOF DECK ABOVE. YOU ARE REQUIRED TO FRAME, DRAGE AND /OR SUSPEND, AS NEEDED TO/PROM THE TOP CHORD OF .JOIST OR STRUCTURAL STEEL WHICH EXIST. ABOVE YOUR RESPECTIVE TENANT SPACE. WOOD DOOR FRAME SYSTEM. F.O.I.C. 2I' -'1" - LEASED DIMENSION ENLARGED STOREFRONT PLAN f LINE OF LC/7 SIGN ABOVE. L.G.D. SIGN. SUSPENDED INSI SHOW WINDOW SCALE: I/2 "= I' -O" LINE OF SOFFIT ,ABOVE. SCALE: I /2 "= I'-O" NEW SMALL WAREHOUSE OUTDOOR LIGHT. BOTTOM OF LIGHT MTV. 0 12' -0" A.F.F. (TYP. OF 3). WOOD DOOR / TRANSOM CASING SYSTEM. F.G 1/2" TEMPERED GLASS IN CUSTOM METAL FRAME MATCH LINE RUSTED / CHAFED METAL STOREFRONT FRAME SYSTEM. SEE TYP. DETAILS FAUX RUST FROM WINDOW FRAMES PER OWNER'S SPECIAL SPECS. OLD N.Y. STREET STYLE DECORATIVE VENTILATION GRATE. NOTE: SIZED TO FIT IN BRICK MODULES EXACTLY. (4 HIGH X 3 WIPE) 6.G. TO PAINT SLACK BEHIND GRATE PAIR OF CUSTOM WOOD AND GLASS STOREFRONT DOORS W/ STEEL SECURITY BARS. TYP. 1 1 1 BF -1 RETURN ELEVATION to13q EXISTING DEMISING PARTITION WITH GYP. SD. TO THE DECK TENANT SHALL PATCH AND REPAIR EXISTING DEMISING WALLS AS NECESSARY AT TENANT'S EXPENSE EXISTING NEUTRAL PIER 5/4" BLACK METAL REVEAL (2) 5 S/8" X 15/8" X 16 GA. METAL STUDS WELDED TOGETHER TOE TO TOE FOR SUPPORT OF BOX BEAM ABOVE (TYP. 4 PLACES) NEW SMALL WAREHOUSE OUTDOOR LIGHT. BOTTOM OF LIGHT MTV. @ 12' -O" A.F.F. (TYP. OF 5). OLD N.Y. STREET ST'E'LE DECORATIVE VENTILATION GRATE. NOTE: SIZED TO FIT IN BRICK MODULES EXACTLY. (4 HIGH X 3 WIDE) 6.C. TO PAINT BLACK BEHIND ORATE SCALE: 1/2"=1 TYPE 'X' GYP. BD. SLAT - WALL EXISTING MALL BULKHEAD ANDERSON 200 SERIES TILT -WASH DOUBLE -HUNG WINDOW BY G.G. GRILL'" 4 GRILLE COLOR TO SE BY G.G. BOTTOM OF SILL a 5' -0" A.F.F. --------- 5/4" BLACK METAL REVEAL EXISTING NEUTRAL PIER OLD BRICK TOREFRONT FINISH - 5 /E" x 20 ga. METAL D. - . " 0 WOOD FRAME TO BE MOUNTED TO METAL STUD AND GYP. SD. 3/4 HIGH GLASS STOP 3/4 HIGH GLASS STOP OPAQUE GLASS INSERTED INTO WOOD FRAME. WROUGHT IRON DECORATIVE PATTERN. PATTERNE TO SE DETERMINED ST TENANT 4" HIGH GLASS STOP WOOD FRAME TO BE MOUNTED TO METAL STUD AND GYP. SD. OLD BRICK STOREFRONT FINISH SOLDIER COURSE TO BE TURNED VERTICAL 3 -5/8" x 20 ga. METAL 571.475 © 24" O.G. FAUX WINDOW SECTION SCALE: 5" = I -O" r 2 co %- w ao w 1.1 4.1 Emo c a; Z 3 eli + IRO 41 „, erica w � COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. RECEIVED CITY OF TUKWiLA FEB 0 7 NOB PERMIT CENTER SCALE: MEI 018B Mal its& I/2 "=1' --0" DRAWN BY: COVEY GROFF PROJECT No.: HOT -01 -024 I- a. DATE: October 15th, 2001 SHEET' n Lf? I Cu co CO a ¢ g g w 3 • m • 3 E • = A m E 0 i-0 FEB 8 '08 A5 offIS PULLS (F.G.I.G) Q 5/8" PRE - FINISHED O.S.B. B� DOORS (F.C.I.C. I I SPAN JOIST SIZE. tib m m m m = i 7 7 — m l I I I 0000 n n (2) 6 "xl 5/8 "xl8 GA (2) 8 "xI 5/8 "x18 GA (2) 10"x1 5/5"x16 GA (2) 12 "xl 5/8 "x14 GA (2) 12 "x1 5/8 "x12 6A NOTE: THIS DETAIL IS ONLY A DESIGN GUIDELINE AND SHALL BE REVIEWED FOR ACTUAL BEAM SIZE FOR EACH PROJECT. ,.. _ ii �f 11; 3/4" STRUCTURAL GRADE PLYWOOD TOP FURNISHED _ 1 , I I STUDS rg 24" O.C. 5 i ILI 4 INSTALLED BY G.G. 'X' - fc OLD N.Y. STREET STYLE - DECORATIVE VENTILATION I GRATE. NOTE: SIZED TO PIT IN BRICK MODULES Y EXACTLY. (4 HIGH X 5 WIDE) 0 RI 5/8" TYPE GYP BD. 1/2" OSB (F.G.I.G. Q G.G. TO PAINT BLACK 1 BEHIND GRATE iu 5 - 3 -5/8" X 20 ga. METAL STUD PLATFORM FRAMING AT 24" O.G. BY TENANT G.C. — I I I.. BOX BEAM SCHEDULE KEY SPAN JOIST SIZE. tib m m m m = i 7 7 — m l I I I 0000 n n (2) 6 "xl 5/8 "xl8 GA (2) 8 "xI 5/8 "x18 GA (2) 10"x1 5/5"x16 GA (2) 12 "xl 5/8 "x14 GA (2) 12 "x1 5/8 "x12 6A NOTE: THIS DETAIL IS ONLY A DESIGN GUIDELINE AND SHALL BE REVIEWED FOR ACTUAL BEAM SIZE FOR EACH PROJECT. SECTION @ HANDRAIL GABLE CLAMP 7 5 /8 "xl I/4 "x18 GA. CONTINUOUS METAL TRACK FASTENED WITH #IO SCREWS AT 12" O.G. STOREFRONT BEAM. REFER TO CHART BELOW, 2X BLOCKING I /8I ( 2 -12 1/61(2 -12 ---- 11/2" GALVANIZED GAP. SCREW ALL THE WAY DOWN. THIS CONDITION OCCURS AT END POSTS ONLY (TYPICAL) GALVANIZED STEEL PIPE, 24" HIGH (TYP.) NOTE: ALL COMPONENTS FOR THIS HANDRAIL ARE I /S" COATED AIRCRAFT CABLE STRETCH TIGHT - LOPP $ CLAMP @ EACH END - RUN GABLE THRU INTERMEDIATE POST. GLLYANIZED BOTTOM FLANGE SCREW TO PLATFORM W/ (4) 2" X1/4" LA6 BOLTS. WOOD PLATFORM TOP OVER METAL STUDS. SCALE: 3" = 1' -0" STOREFRONT BEAM DETAIL + 5/6" PRE - FINISHED OSB OSB BUILT -IN STOREFRONT CABINET BY 4s5 AIWA ‘Agle • i LIri VIM EMI t -w will' i i ii SAM EMI L'JM m mi NMI mwA 9 PLATFORM TOP 1 1 II �.I GO " Vir I NOTE: ANY BLOCKING I USED IN STOREFRONT • CONSTRUCTION SHALL BE NON COMBUSTIBLE, OVER 5/8" GYP. BP. 3 5/8" x 20 GA. METAL STUD DIAGIONAL BRACING @ 48" O.G. @ 45 TO STRUCTURE ABV. (AS SHOWN) 5/8" TYPE 'X' GYP BOARD TO DECK ABOVE 12" X 12" METAL PANELS P -I OVER 3/4" PLYWOOD LINE OF DISPLAY MONITOR ANGLED AT APPROX. 30 DEG. GALVANIZED STEEL PIPE HANDRAIL (F.O.I.G.) SEE DETAIL ON THIS SHEET TENANT 3 5 /8 "xl I/4 "x18 GA. CONTINUOUS METAL TRACK FASTENED WITH #10 SCREWS AT 12" O.G. STOREFRONT BEAM. REFER TO CHART BELOW. SIMPSON S/H23 CLIP EA. SIDE. G.G. TO FILL ALL. HOLES WITH #10 SGEWS. (2) 3 5 /8 "xl 5/8 "x16 GA. METAL STUDS WELDED TOGETHER TOE TO TOE. SCALE: 3"=1 1/2" OSB F.O.I.C. L STOREFRONT SECTION I" X I" 'I- METAL' ALUM. CORNER GUARD. (F.G.I.C.) r 1 EDGE DETAL 5/8" TYPE 'X' GYP. BD. ON TENANT SIDE OF BULKHEAD. PROVIDE RATING AS REQUIRED BY CODE. 5 5/8" x 20 ga. METAL STUDS 16" O.C. TO STRUCTURE ABOVE. I 1 1---- -14" HIGH STOREFRONT SIGN x 18 ga. BOX BEAM SEE BEAM DTL. * CHART THIS SHT. 6 EXISTING MALL BULKHEAD (VERIFY DETAILS IN FIELD) 6" x 20 ga. METAL STUDS @ 16" LEASE LINE MANNEQUIN HANG BAR EXPOSED CONDUIT (UNFINISHED) RUSTED / CHAFED METAL STOREFRONT FRAME SYSTEM. SEE TYP. DETAILS - 1/2" TEMPERED GLASS IN METAL FRAME. (F.G.I.G.) SURFACE MOUNTED OGTOGON J -BOXES W/ PAR 3O LAMPS. SEE LIGHT FIXTURE SCHEDULE. MALL ~ 3/4' STRUCTURAL GRADE PLYWOOD TOP FURNISHED 4 INSTALLED BY G.G. III 5 /8" TYPE 'X' GYP BD. .— 3 -5/8" X 20 ga. METAL STUD PLATFORM FRAMING AT 24" O.G. 0 z m Q D Ta- CONT. 20 GA. BOTTOM TRACK w/ 'HILT!' 17N OR DS SHOT PIN INTO SLAB AT 24" O.G. (I.G.B.O. #2588) dJ ti SCALE: 1/2 " =1' -0" GALVANIZED STEEL PIPE HANDRAIL (F.O.I.G.) SEE DETAIL ON THIS SHEET RUSTED / CHAFED METAL STOREFRONT FRAME SYSTEM. SEE TYP. DETAILS 1/2" TEMPERED &LASS IN M3=TAL FRAME. (P.G.I.G) BY G.G. ALIGN SECTION @ STOREFRONT PLATFORM 5/8" PRE - FINISHED OSB (F.O.I.C) OPENABLE GLASS TRANSOM WINDOW M!/ "HT" LOGO 10" CHAIN BY G.G. LATCH (F.O.I.C) GROUT PATCHES (RANDOM) AT YAIOUS SPOTS. REFER TO OWNER'S SPECIAL DIRECTIVE FOR THIS. � _ OVER 5/8" GYP. 8D. TENANT PAIR CUSTOM WOOD AND GLASS STOREFRONT DOORS W/ STEEL SECURITY BARS. ~� 3 5/S" x 20 ga. METAL STUDS [� 16" D.G. TO STRUCTURE ABOVE. 5/8" TYPE 'x' GYP. BD. ON TENANT SIDE OF BULKHEAD. PROVIDE RATING AS REQUIRED BY CODE. 3 5/8" x 20 GA. METAL STUD DIAGIONAL BRACING c' 48" O.G. @ 45 TO STRUCTURE ABV. (AS SHOWN) 5/8" TYPE 'X' GYP BOARD TO DECK ABOVE STOREFRONT SECTION I NOTE ALL STOREFRONT DESIGN MUST BE • INDEPENDENTLY SUPPORTED FROM THE MALL. STRUCTURE. LANDLORD'S MALL BULKHEAD CAN O NLY SE FOR INTERNAL SUPPORT. oi39'2 SCALE: 11/2" = I' -O" NOTE: ANY BLOCKING USED IN STOREFRONT • CONSTRUCTION SHALL BE NON COMBUSTIBLE. EXISTING MALL BULKHEAD (VERIFY DETAILS IN FIELD) 5/4" PLYWOOD OVER 5 5/8" x 20 ga. METAL STUDS 0 16" O.G. EXPOSED LAMP FIXTURE W/ WIRE SAFETY CAGE AT ENTRY. USE YELLOW "BUG LAMPS" RUSTED / CHAFED METAL STOREFRONT FRAME SYSTEM. SEE TYP. DETAILS 1/2" TEMPERED GLASS IN METAL FRAME. (P.G.1.G.) - OLD BRICK STOREFRONT FINISH W/ '1 -GOAT PAINT (WEATHERING) PROCESS LEASE LINE MALL OVER 5/8" GYP. BD. TENANT'S FINISH FLOOR IN VESTIBULE 0 Y ti 6 "x6" MOUNTING PLATE SCALE: 1/2"=I'-0" SIGN BRACKETS ATTACHED TO PIECE OF 3- 5/8 "x16 GA. METAL JOISTS ANCHOR PLATE TO METAL STUDS WITH THRU BOLTS (NOT SCREWS) CEILING LINE (SEE STOREFRONT SECTION) I -1/4" STEEL SUPPORT TUBE ADJUSTABLE SUPPORT ROD DISPLY MONITOR SIGNAGE I NOTE ▪ NOTHING IS PERMITTED TO BE ATTACHED TO, OR • SUSPENDED FROM, OR PENETRATED, THE ROO DEGK ABOVE. YOU ARE REQUIRED TO FRAME, BRACE AND /OR SUSPEND, AS NEEDED TO/FROM THE TOP CHORD OF JOIST OR STRUCTURAL STEEL WHICH EXIST. ABOVE YOUR RESPECTIVE TENANT SPACE. SIGNAGE CONNECTION DETAIL SCALE: 3" = 1' -0" RECEIVED CITY OF TUKWILA FEB 07 NOB PERMIT CENTER COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection Includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. 5 it , TZ NV ' ■ aW u� C p 4 _ I : . `1a in 1 E0% 1 1 SCALE: PROJECT No.: 0186 EMS to co 2 co V1 Z a D J la z J re w 0_ n 0 CU 1/2 " =1' -O" A5A DRAWN BY: COVE Y GROFF HOT -O'1 -024 I- 0_ w pi w 0_ n 0 I I7 1 n 117 I CU DATE October 15th, 2001 SHEET: w 0 CU 8 of 18 F+1 480 998 7223 CONSULTING ENGINEER PER DEPT, PER OWNER HALLWAY ALCOVE dl ■ ■ - ■ I, R ■ - '` 1 P.:�11 :0. l�lli� %� /.; ' • I i i ► \ - �i �A� - i r:iw�i��!i • i I '.11•: :11!/L \1 1:IA:A IIr /. 1 ►\r1�l N ..I �. �__I....._ • _.1 E LI " �i I� i: lri r i r r.� ■ww■r■.i! ■�■ .A" 1 1 1=51.1' C — ! I ■ ■ ■ ■ L — 7 S4" HIGH HANDICAP ACCESSIBLE CABINET FREESTANDING CUSTOM GASH /WRAP NOVELTY T'S (I) 2AIOBG FIRE EXTINGUISHER BY TENANT G.G. WOMEN'S' G.G. TO SUPPLY /INSTALL I" FLAT METAL STRAPPING TO CLOSE GAP ON CAN. (TYP. OF 2) POST / WIRE FENCE I" X I" "L METAL" ALUMINUM CORNERGUARD POST / WIRE FENCE I" X I" "L. METAL" ALUMINUM GORNERGUARD FILE GAB. HANGBAR [TOILET ELMM Kg 2: ...., t: ; : •� NEW H.G. DRINKING FOUNTAI " Dal `• '�:.- - ;a==:R t,. -crcf it t : -p i e ys,�L } t , s' �,r�,S a. . ��, , .. r eiark • • - .wK • P.-12^.. 1 "-4, 11:?: A,5V R ..^� ?ti "+f&iAu — . y am tr �.'� ' Y '� F! Pe722t`"1ii f l�%Y:. TES -+.w [ AR Ti:f'1C r'-0^Af > fi �', ta_r -• % r.' as'AIME- : v:zuxar NEW SERVICE DOOR. SEE SHEET AI (I) 2AIOBG FIRE EXTINGUISHER BY TENANT G.G. WALL MOUNTED HANGER TITE SY OWNER ELECTRICAL EQUIPMENT SEE SHEET E 24" DEEP FIXED SEAT IN H.G. FITTING ROOM. SEE INTERIOR ELEVATIONS SURFACE MOUNTED STANDARDS W/ SHELVING $ HANGRODS IN STOCKROOM. SEE TYPICAL ELEVATIONS OFFICE DESK / FILE GAB AND SAFE BY OWNER. SEE TYP. ELEVATION 10 LI= •i I ._u1P i� i� �i�wwwli i49∎10,I.,• 2 "41) PIPE 24 "x24" SCAFFOLDING COL. (ABOVE) BUILDOUT l t t 1 t i 1 - Y"1 F - r - r - r T T T T 1 2 -0" I q' -IO 5/4" 2L FIXTURE / FLOOR FINISH PLAN TYPICAL MUSIC AREA NEW H.G. ACCESSIBLE TOILET W/ FIXTURES $ ACCESSORIES SCALE: 1/4" = 11 -011 HEX FIELD TILES ON MESH BACKING 8q - LEASE DIMENSION FREESTANDING (MOVEABLE) 33" STICKER FLOOR FIXTURES AS SHOWN. CASE FACE OUT FIXTURE ON SLATI 4ALL. (TYP.) ENTRY TILE DETAIL I" X I" BORDER TILES ON MESH SACKING SCALE: 6" = 1' -0" 42" STICKER CASE T -SHIRT FIXTURES MOUNTED TO SLATWALL (TYP.) NOTE: VINYL OR RUBBER BASES ARE ALLOWED IN FORWARD SELLING AREA. /;\ \ / NOTE: GASH/WRAP MUST MEET ALL ADA CODES. GASH/WRAP REQUIRES A FLAT SURFACE AT LEAST 34" HIGH AND 86" WIDE DESIGN WITHIN THE GASH /WRAP COUNTER. LIFT UP HINGED LEDGES OR PULL OUT SHELVES WILL NOT BE ACCEPTED. TRANSITION STRIP ( FLOORING SY G.C. BY G.G. I" RED -HEAD DRIVE PINS @ 12" O.G. VCT TO CONCRETE LOCALLY SUPPLIED GRAY OR BLACK VINYL H.G. TRANSITION STRIP. SIZE AS REQUIRED. sr -CONCRETE FLOOR FACE OUT FIXTURE ON SLATWALL. (TYP) EXISTING CONCRETE FLOOR SLAB FULL SIZE DOOR IN CLOSED POSITION SHEET VINYL FLOOR TOILET ROOM TRANSITION FULL SIZE FREESTANDING (MOVEABLE) FLOOR FIXTURES AS SHOWN. :OW M- : cr NOTE: MAINTAIN MINIMUM 36" AISLES BETWEEN FIXTURES. PER A.D.A. REQ. FLOAT ENTRY TILE LEVEL WITH MALL FLOORING GROUT I /S" GROUT JOINT JOINT AT LEASE LINE WOOD TRANSITION STRIP F.G.I.G. - PAINTD P -2 STAINED CONCRETE FLOOR SLAB SCALE: 1/4" = 1 ENTRY TILE 1/2" TEMP. STOREFRONT GLASS IN METAL FRAME SYSTEM_ SEE DETAILS OSB BUILT -IN PLATFORM BY G.G. MOSAIC TILE FLOOR PATTERN AT ENTRY. SEE TYP. DETAIL PAIR OF WOOD DOORS AND FRAME. F.O.I ,G. LEASE LINE MALL J 1/2" TEMP. STOREFRONT GLASS IN METAL FRAME SYSTEM. SEE DETAILS *G.C, NOTE: G.C. TO REVIEW BILL OF LADING UPON RECEIPT OF ALL SHIPMENTS. ANY DAMAGES OR SHORTAGES ARE TO BE INDICATED AT RECEIPT, OR WITHIN 24 HOURS. FAILURE TO DO SO WILL REQUIRE G.C. TO CONTACT VENDORS LISTED ABOVE AND PURCHASE SAID ITEMS AT G.C. COST. NOTE: ALL OVERAGES OF TENANT SUPPLIED ITEMS ARE TO BE STORED IN STOCKROOM LOFT - - MAWArr%v ArIX EXISTING CONCRETE ENTRY TILE (C.M,I) OSS BUILT -IN PLATFORM BY G.G. MALL FLOORING (VERIFY THICKNESS) ENTRY TILE TO MALL FLOORING NOTE: INSTALL TRANSITION STRIP PER MANUFACTURERS SPECIFICATIONS ENTRY TILE TO CONCRETE DOI 4,5 9 FULL SIZE FULL SIZE RECEIVED CITY OF TUKWILA FEB 07 20 ,$ HEHMIT CENTER 0186 COPYRIGHT NOTICE: The drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. To co co Tam km 3, 470 mu ti V48 m . c o ,40 tr: w LA": t 151 gl 62 F3 SCALE: ®r 2 0 DATE: SHEET: 15th, 200 SHEET: 1/4"=1 DRAWN BY: COVEY GROFF PROJECT No.: HOT -01 -024 0. In T. ce z oc O O W 1r CO 41 3 T. I I l7 = A "l _ 'Q D fo e C 0 I- FER '88 A6 ot of IS r 0 0 n o oh ao P e gg 3/4" BLACK METAL REVEAL METAL STUDS (WHERE OCCUR) 5/a" TYPE "X" GYP. BD. OR GMU WALL SURFACE. (VERIFY) HEAVY DUTY DOUBLE SLOTTED SURFACE MTD. WALL STANDARD W/ BRUSHED ALUMINUM FINISH. SCREW TO FURRING STRIPS W/ SELF TAPPING FLAT HEAD SCREWS. F.G.I.G. I" X 4" FIRE TREATED HORIZONTAL WOOD FURRING STRIP AT 24" O.G. SCREW THRU GYP. 13D TO EA. STUD USE SELF TAPPING PLAT HEAD SCREWS. USE TAPGONS IF ATTACHING TO A GMU SURFACE SURFACE MTD. STD. - STOCKROOM LATERAL UNI -STRUT CONTINIOUS I -5/5" UNISTRUT CHANNEL. ATTACHED TO EXISTING ROOF STRUCTURE WALL AT UNI -STRUT 5/8" TYPE "X" GYP. BP. 130TH SIDES OVER 3 -5/8" METAL STUDS. - SLATWALL OR OTHER WALL FINISH (WHERE OGGURS) PER ELEVATIONS. (2) 3 -5 /5"X 20GA. METAL STUDS ( AT JAMB ONLY ) FIRE TREATED WOOD BLOCKING. 'TIMELY METAL DOOR FRAME AND JAMB �-- DOOR, SEE SCHEDULE H.M. DOOR JAMB / HEAD DETAIL ALSO SEE TYP. iNT. ELEV. FOR THIS CONDITION r^-. �L'-, G- y... �sx� .��.rsSY.i::':2gf•Y.4!-P.Ra.: E47 .'<:.�„'�l r! SCALE: FULL SIZE 12' -O" B.O. TRACK SCALE: I I/2 "= I' -D" SCALE: 6"= 1 -0" NOT USED NOTE: ALL SUPPORTS TO BE PROM STRUCTURAL SEAMS AND .JOIST AND FROM DECK ABOVE. • L- ANGLES AT INTERSECTIONS I 1 NW 1 0 TENANT EXISTING DEMISING PARTITION BRICK VENEER OVER 5/8" TYPE 'X' 6 BD. 3-5/a° x to METAL STUD FRAMING ® 16" O.G. 5/8" TYPE 'X' GYP. SD. (2) 6 "xl 5/8 "x16 GA. METAL STUDS WELDED TOGETHER TOE TO TOE STOREFRONT GLAZING AND FRAME EXISTING ROOF STRUCTURE. VERIFY DETAILS IN FI ELD CHANNEL NUT CONTINIOUS I -5 /S" UNISTRUT CHANNEL. ATTACHED TO EXIST ING ROOF STRUCTURE SUSPENDED CEILING TILES 3/8" THREADED ROD TO DECK OR STRUCTURE ABOVE 4' -0" O.G. MAX (MIN 2 PER TRACK SECTION) PERPENDICULAR SECTIONS OP UNISTRUT PROVIDE LATERAL SUPPORT. SEE R.G.P. SHEET A2 :HANNEL NUT TRACK LIGHT SECTION. SCREWED TO UNISTRUT. 12' -O" B.O. TRACK MALL I I - TRACK LIGHT COUPLING SUSPSENDED TRACK LIGHT DETAIL SCALE: I -I/2 "= 1' -0" SCALE: 6 "= 1 -0" SCALE: I I/2 "= I' -O" n SURFACE MTD. SENSORMATIC W I REMOLD CASING BY G.G. (2) 6 "xI 5/5"x 16 GA. METAL STUDS WELDED TOGETHER TOE TO TOE 1 -1/2" J -BOX W/ VERTICAL TRACK LIGHT 5/8" TYP. 'X' GYP. BD. g 12" X 12" METAL PANELS BY P.O.I.C. NAIL TO PLYWOOD BEHIND 5/4" X 12" W00D TRIM KIT (F.O.I.G.) P -2. 1/2" CLEAR TEMPERED STOREFRONT 6LAZIN6. SLATWALL 3/4" X 1/4" ROUND WOOD TRIM. SLATWALL SLATWALL INTERMEDIATE JAMB DETAIL `• \ \ I • `.at \ • • BRICK VENEER OVER 1/2" CDx PLYWOOD • • o> i SLATWALL CORNER SECTION @ ROCK AREA BRICK VENEER OVER 5/5" TYPE 'X' GYP. BD. 6" X 209a. METAL STUD FRAMING FIRE TREATED 2X WOOD BLOCKING 1/2" CLEAR TEMPERED STOREFRONT GLAZING. FIRE TREATED 2X WOOD BLOCKING 1/2" CLEAR TEMPERED ‘ i .--- STOREFRONT GLAZING. 1/2" X 2" LAG BOLTS ' - LEASEL I NE CUSTOM STEEL STOREFRONT FRAME SYSTEM. F.O.I.0.. BRICK VENEER OVER 5/8" TYP. 'X' GYP. BD. SCALE: I -1/2 "= I' -O" 3/4° BLACK METAL REVEAL EXISTING MALL BULKHEAD 3 -5/S" X 20ga. METAL STUD FRAMING @ IS" O.G. - TO STR. ABOVE. 3 -5 /8" X 209a. METAL STUD FRAMING @ IS" O.G. 6" X I5ga. METAL BOX BEAM AT FRONT EDGE OF SOFFIT LINE OF STOREFRONT 51 GNAGE 6° X 209a. METAL STUD FRAMING RICK VENEER OVER 1/2" GDX PLYWOOD CUSTOM STEEL STOREFRONT FRAME SYSTEM. F.O.I.G. LEASEL I NE STOREFRONT BULKHEAD AT WINDOW SCALE: I I/2 "= I' -O" 2 -1/2" x 20 ga. METAL STUDS @ IS" O.G. TO FRAMING ABOVE. 3/4" X 5/4" WOOD TRIM TO MATCH OSS 2 -1/2" x 20 ga. METAL STUDS 0 16" D.G. TO FRAMING ABOVE. SCALE: 3" = I' -O" • 5 -5/5" X 209a. METAL STUD FRAMING @ 16" O.G. 5/5" TYPE 'X' GYP. BD. TENANT 6° X 209a. METAL STUD FRAMING @ 16" O.G. SLATWALL 1/2" O5B BOARD BY G.G. 3-5/8" X 20ga. METAL STUD FRAMING @ 16" O.G. VID JAMB AT NEUTRAL PIER • ` • ♦ ` • • \ ` • ` \ ` • ` • • • ` • • F.R. 3/4" C -D- PLYWOOD SUB - SURFACE. 4 BEAD BOARD SHEATIN6. F.0.I.0. 0%-519 ALCOVE FIRE TREATED WOOD BLOCKING 5/S" TYP. 'X' GYP. BD. 5 5/5" x IS ga. METAL STUDS @ 16" O.G. TO FRAMING ABOVE. 1/2" WOOD JAMB PAINTED P 2 SALES AREA /2" WOOD JAMB PAINTED P -2 3 5/8" x IS ga. METAL STUDS Co 16" O.G. TO FRAMING ABOVE. 1/2" x I" WOOD TRIM, PAINTED P -2. DOOR, SEE SCHEDULE ALCOVE n EXISTING DEMISING PARTITION EXISTING NEUTRAL PIER 3/4" BLACK METAL REVEAL BRICK VENEER OVER 5/8" TYPE 'X' GYP. BD. MALL LEASE LINE FAUX WINDOW, FRAME AND SILL BY G.G. SEE SHEET AS. 5 -5/5" X 209a. METAL STUD FRAMING. @ IS" O.G. 5" X 209a. METAL BOX BEAM AT FRONT EDGE OP SOFFIT 3/4" X 6" WOOD TRIM SECTIONS TRIM MOULDING AT SALES AREA SGALE: I -I/2 "= I -0" 5/4" BLACK METAL REVEAL EXISTING MALL BULKHEAD BRICK VENEER OVER 1/2" GDX PLYWOOD STOREFRONT BULKHEAD AT ENTRY SCALE: 3" = 1' -0" SCALE: N.T.S. TRIM MOULDING AT FITTING ROOM DOOR SCALE: 5" = I' -0" COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architecturni warn" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes. without limitation, the overall form. arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction. building seizure, and /or monetary liability. aim 1— M tv co " t 4 sima E 1 15 C 0 40 47) Z z .c 41 %0)2 := I In g RECEIVED CITY OF TUKNILP► FEB 07 MB PERMIT CENTER SCALE: PROJECT No.: 018B To co co 0 (J) w z w N N N 0 I Cr CU O AS NOTEID DRAWN BY: COVEY GROFF «.1 DATE' SHEET: ' October 15th, 200'1 IVO a CC CU In d lr1 0 c O N o m of z Tit Co E 0 - A7 HQT -0'i -024 10 of IS 3 -5/S" X 20ga. METAL STUD DIAGIONAL BRACING @ 45" O.G. IN ALTENATE DIRECTIONS TO STRUCTURE ABOVE. AS REQU I RED -5-5/5" X 2090. METAL STUD SCAB TO TOP OF PARTITION AT EACH BRACT= W/ (2) #IO SCREWS EA TO TOP TRAGK- 3 5/5" X 209a. CONT. TOP TRACK (3) #10 SCREWS AT EACH CONN. X 20ga. METAL STUD FRAMING AT 16 "0.G. 5/3" TYPE 'X' GYP BD PER PLAN. TYP. INTERIOR PARTN. AT TOP P SLATWALL CORNER DETAILS SCALE: 5".I'-0" 3 5/5" x 20 ga. METAL STUDS @ 16" D.G. TO FRAMING ABOVE. 5/6" TYPE 'X' GYP. BD. SLATWALL 3/4" X 3/4" WOOD TRIM. RAW. SLATWALL OUTSIDE CORNER 3 5/6" x 20 ga. METAL STUDS 16" D.G. TO FRAMING ABOVE. 5/5" TYPE 'X' GYP. P. 3/4" X I/4" ROUND WOOD TRIM. (RAW) INSIDE CORNER EXTEND GYP. TO DECK WHEN REQUIRED. SCALE: I 1/2=I'-0" J.:F :' nGS • . .71=Ct _ u�..rr = _- r`:ra'..C�: ''.riA. . =t .a."` ... _ �.r. =x »:+ M.: ": _m r s.s. - r•c:: •r SLATWALL INSTALLATION INSTRUCTIONS: DO NOT DAMAGE OR WASTE SLATWALL. ADDITIONAL SHEETS OF SLATWALL WILL BE AT THE EXPENSE OF THE TENANT'S GENERAL CONTRACTOR. TENANT'S GENERAL CONTRACTOR TO PROVIDE QUANTITY TAKEOFF AT BID AWARD. APPROVED ADHESIVES: "MARLITE" #C -375 CONSTRUCTION MASTIC "MAGCO" LIQUID NAILS #L•601 3M CONSTRUCTION MASTIC ADHESIVE APPLICATION ALWAYS APPLY SLATWALL ADHESIVE TO THE SACK OF THE PANEL. BE SURE THE EXG SUBWALL IS POROUS, STRAIGHT, GLEAN 4 PRY SUCH AS DRYWALL OR FWD. EA a GALLON CAN OF ADHESIVE WILL COVER 300 SQ T. ADHESIVE IS EASIEST TO SPREAD AT 90"F. PLANKS MUST BE INSTALLED WHILE ADHESIVE IS FRESH (WITHIN 10 MINUTES). ADHESIVE ON PLANK FACE SHOULD BE REMOVED PROMPTLY WITH MINERAL SPIRITS. -APPLY ADHESIVE TO THE ENTIRE BACK OF PLANK USING NOTCHED SPREADER 36 COVERAGE OVER ENTIRE BACK OF PLANK EXCEPT APX I" AT PROVIDED. (100 EDGES). USE THE NOTCHES IN THE SPREADER TO GET THE EXACT DEPTH OF ADHESIVE. AVOID TOO HEAVY A GOAT. TO ASSURE PROPER RIDGES WHEN SPREADING, KEEP NOTCHES OF SPREADER IN PAIL OF WATER WHEN NOT IN USE. HINT: POURING A LAYER OF WATER ON TOP OF SLATWALL G -395 IN THE CAN KEEPS ADHESIVE FRESH, REDUCES SOLVENT ODOR, EXTENDS OPEN TIM'= AND AIDS IN GLEANING THE SPREADER. COHESIVE TECHNIQUE: FOR FASTER BONDING, USE G -315 AND THE FOLLOWING COHESIVE TECHNIQUE TO ENSURE TROUBLE" -FREE INSTALLATION. -APPLY THIN GOAT OF G -395 ADHESIVE TO THE WALL USING THE FLAT EDGE OF THE SPREADER, AND ALLOW TO SKIN OVER (APPROXIMATELY IO -la MINUTES). -APPLY ADHESIVE TO TO PANEL BACK. -APPLY PLANK TO THE ALL FAN THE PLANK BY PRESSING AND PULLING IT FORM THE WALL. THIS RELEASES THE ADHESIVE SOLVENTS AND ALLOWS THE ADHESIVE TO SET UP MORE QUICKLY. PRESS THE PLANK FIRMLY TO THE WALL FROM TOP TO BOTTOM. CHECK TO SEE THAT IT IS PLUMB. CARTRIDGE ADHESIVE: IF USING CARTRIDGES G -3/6, YOU MUST APPLY IN A CARTRIDGE ADHESIVE: SERPENTINE PATTERN. APPLY A 1/4" BEAD AROUND THE ENTIRE PERIMETER AND THEN SNAKE DOWN THE PANEL EVERY 4" TO 6 ". COVERAGE: 30 LINEAR FEET PER 10 oz. CARTRIDGE. (2) TUBES PER EA SHEET. PROVIDE SOME ADDED STRENGTH TO THE PANELS - INSTALLING DIRECTLY ONTO STUDS SHOULD BE FOR APPLICATIONS THAT DO NOT REQUIRE MAXIMUM LOAD CARRYING CAPACITIES. PANEL ADHESIVE 15 RECOMMENDED FOR MORE PERMANENT INSTALLATIONS. DRYWALL SCREWS OF THE PROPER LENGTH WORK THE BEST. DRIVE THE SCREWS THROUGH THE BACKS OF THE GROOVE (BE CAREFUL NOT TO DAMAGE THE GROOVE LIPS). FOR MAXIMUM LOAD LEVEL CAPACITIES, SCREWS SHOULD BE DRIVEN THROUGH EVERY OTHER GROOVE= (1 INCHES APART VERTICALLY) AND AT EACH STUD, OR FURRING STRIP (RECOMME=NDED AT 16" OG). GUTTING TO SIZE SHOULD BE DONE WITH THE BLADE ENTERING THE GROOVED SIDE OF THE PANEL. THIS WILL HELP AVOID "CHIP- OUT ". FOLLOW THE MOUNTING INSTRUCTIONS SHOWN ON THE BACK OF THE PANELS. TYPICAL SLATWALL ELEVATION SOFFIT CONNECTION SLATWALL SEAM DETAILS EXISTING METAL PAN DECK VERIFY EXACT CONDITION. SEE SHT. 46 AI 1/4" BEAD c 4 " -6" O.G. TYPICAL UNISTRUT P5000 HS BRACE BOLTED TO CONT. UNISTRUT 2' -O" O.G. W/ UNISTRUT CHANNEL NUTS. CONT. 3 -5/5" x 20ga. TOP TRACK. SCREW TO UNISTRUT EXISTING ROOF STRUCTURE. VERIFY EXACT CONDITIONS. SCALE: NTS ADHESIVE PATTERN EXISTING METAL. PAN DECK VERIFY EXACT CONDITION. UNISTRUT F5000 HS BRACE BOLTED TO CONT. UNISTRUT Cc7 6' -0" O.G. W/ UNISTRUT CHANNEL NUTS. 2Oga SLIP TRACK W/ I" MIN OVERLAP. (I) #IO TEK SCREW [� EA. STRAP BRACING. (VERIFY EXACT GOND. @ 48" O.C) EXISTING TRUSS BEYOND. VERIFY EXACT CONDITIONS. 3 5/5" x 20 ga. METAL STUDS @ 16" O.G. TO FRAMING ABOVE. 6" METAL STRAPS SEE TYP. DETAIL. TOP MID. 6" METAL STRAPS SEE TYP. DETAIL I X 6 POPLAR WOOD BASE BY G.G. PAINTED P -2. BOTTOM INSTALL #6 SILVER TRIM HEAP SCREWS AS REQ'P PER MFG'S INSTRUCTIONS TO PREVENT DAMAGE DURING INSTALLATION. SCREW TO BE COUNTERSUNK AND MUST PENETRATE METAL STUD OR STRAPPING. 1/4" PERIMETER OF SHEET. SCALE: N.T.S. CONT. 3 -5/6" x 2Oga. TOP TRACK TOP OF FULL HT INT. PARTITION INSTALL #6 SILVER TRIM HEAD SCREWS AS REQ'D PER MFG'S INSTRUCTIONS TO PREVENT DAMAGE DURING INSTALLATION. SCREW TO BE COUNTERSUNK AND MUST PENETRATE METAL STUD OR STRAPPING. 1/2" X 2" SECONDARY "SHOE MOULDING" (P.C.I.G) PAINTED P -2. SCALE: I I/2 =1' -O" (4) CONT. 6" X 20 GA FLAT METAL STRAPPING OVER GBD AT HEIGHTS AS INDICATED. ATTACH STRAP TO EACH VERTICAL STUD USING 2 SELF TAPPING PAN HEAD SCREWS. x SEE SHT. AI EXTEND GYP. TO DECK WHEN REQUIRED. SCALE: N.T.S. x AT EA.- x STUD TYP x Poii x x - : STUD x TYP VERIFY THAT THE SHOWN METHOD OF ATTACHMENT IS ACCEPTABLE WITH THE ON -SITE COORDINATOR. IF NOT, CONTACT ARCHITECT FOR ALTERNATE DETAIL. BOTTOM OF INTERIOR PARTITION k SCALE: NOT TO SCALE 6" STRAP SLATWALL SEAM 6" STRAP 6" STRAP 5/5" TYPE 'X' GYP BP PER PLAN - 3 -5/5" X 209a. METAL STUD FRAMING AT 16 "0.G. CONT. 20 A. BOTTOM TRACK w/ 'HILT!' DN OR DS SHOT PIN INTO SLAB AT 24" O.G. (I.G.B.O. #2385) BASE PER PLANS EXISTING CONCRETE SLAB SLATWALL SEAM - SCREW LOCATION PER U x MFR'S CRITERIA 1- 0 l GLUE t STRAPPING TO DRYWALL WITH LIQUID NAILS. - I X 6 HIGH BASE SCALE: 1/2"=1 SCALE: 1 1 /2" = 1' -0" EXISTING METAL PAN DECK VERIFY EXACT CONDITION. 3 -5/8" X 2090. MET. STUD DIA6IONAL BRACING 1 3 -5/6" X 2090. MET. STUD SECTION ATTGHED TO UNISTRUT W/ (3) #IO SCREWS UN1STRUT P5000 HS @ 6' -0" O.G. AFFIX TO TOP CHORD OF TRUSS W/ UNISTRUT BEAM CLAMPS AT EACH END. 2' -O" JI EXISTING ROOP STRUCTURE. VERIFY EXACT CONDITIONS. 13' -O' FITTING ROOM SEAT DETAIL 5 -5/5" X 2Oga. CONT. TOP TRACK (I) I -1/2" LONG SELF TAPPING SCREW INTO EACH STUD/ --~- 5-5/6" X 20sa. METAL STUD FRAMING AT 16 "0.0. : • 5 /5" TYPE 'X' 6YP BD PER PLAN. - DEMISING WALL PER SHEET Al TOP CONN. AT FURRING WALL SCALE: 3" = 1' -0" DEMISING PARTITION CLEAR SILICONE BEAD METAL SEAT CLADDING W/ JITTERBUG FINISH. (F.V.I.G) 5/4" FIRE TREATED PLYWOOD SEAT BACKING METAL SEAT CLADDING W/ JITTERBUG FINISH. 5/4" FIRE TREATED PLYWOOD SEAT BACKING G.G. TO FRAME BENCH 5" HIGH BASE (P -2) TYP. DIAL. BRACING CONN. TO DECK i4 SCALE: 1"=1 RECEIVED CITY OF TUKWILA FEB 0 7 2008 PEA-will SCALE: 5 " =1' -0" COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes. without limitation. the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. SCALE: PROJECT No.: 0186 z 0 DRAWN BY: GDVEY GROFF DATE: October lath, 2001 SHEET: AS NOTED HOT -O7- -024 0 W tri to CC akt 0 CL, is U N Z of to u9 'Cr • Vu A8 II oPIS AIR DEVICE SCHEDULE PLAN MARK MANU. - MODEL FACE SIZE NECK SIZE TYPE MATERIAL NOTES © KI) TITUS - TMRA 22 "m SEE PLAN ROUND STEEL -- )2( ,_ TITUS - TDG 24x24 SEE PLAN SQUARE STEEL -- TITUS - 'MC 12x12 SEE PLAN SQUARE STEEL -- Lt \ © TITUS - 5OR 24x24 -- SQUARE STEEL -- v FIRE PROTECTION LEGEND Iu AC z su 9 z ® 0 0 EXISTING UPRIGHT TYPE SPRINKLER TO REMAIN RELOCATED UPRIGHT TYPE SPRINKLER NEW UPRIGHT TYPE SPRINKLER CONGEALED EXISTING TO REMAIN CONGEALED RELOCATED CONGEALED TYPE SPRINKLER AG PROVIDE AND INSTALL 16" 0 INSULATED MEDIUM PRESSURE METAL SPIRAL DUCTWORK FROM TAP TO VAV SOX. VERIFY EXACT LOCATION IN FIELD. EXISTING LANDLORD SUPPLY AIR DUCT. I I I I I ! I L_.__J L PAINT DIFFUSERS SILVER (TYP. 8) I ti L I L_ N II II II II MECHANICAL PLAN SEMI - RECESSE + (NEW) FFli 6" TOILET EXAHUST AIR DUCT TO LANDLORD COMMON EXHAUST DUCT STUBS. VERIFY EXACT LOCATION IN FIELD. LANDLORD NOTES TENANT SHALL MAINTAIN A MINIMUM OF 6" UNOBSTRUCTED CLEARANCE HEIGHT IN RETURN AIR PLENUM ABOVE CEILING ALLOWING FOR AIRFLOW BACK TO LANDLORD AIR CONDITIONING UNIT. LANDLORD PROVIDED A TENANT FIRE SERVICE MAIN WITH BRANCH PIPING STUBBED INTO EACH TENANT'S SPACE. LANDLORD'S SPRINKLER SYSTEM 15 DESIGNED PER ORDINARY HAZARD GROUP 2 AND THE LATEST REQUIREMENTS OF NFPA -IS. NO ISOLATION VALVES WILL BE PROVIDED OR PERMITTED. TENANT SHALL CONNECT A FIRE SPRINKLER SYSTEM TO LANDLORD'S SPRINKLER SYSTEM WITHIN THE DEMISED PREMISES USING APPROVED MECHANICAL FITTINGS. TENANT SHALL PROVIDE AND INSTALL ALL BRANCH PIPING AND SYSTEM DESIGNS SHALL BE BASED UPON THE REQUIREME•TS OF THE STATE OF WASHINGTON, CITY OF TUKWILA FIRE DEPARTMENT. TENANT SHALL ENGAGE THE SERVICES OF A LANDLORD PREFERRED FIRE SPRINKLER CONTRACTOR TO DESIGN, PERMIT AND INSTALL TENANT'S FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH THE BASE BUILDING DESIGN SPECIFICATIONS. SPRINKLER LAYOUT AND PIPE SIZE SHALL 5E HYDRAULICALLY DESIGNED ACCORDING TO ORDINARY HAZARD GROUP 2 AND THE LATEST REQUIREMENTS OF NFPA -I3. ON II II I I II II. T - — - T - - T - — - T •- — • - - E I I I I 1 r I I II I I II I I I I _ J L_ J 1, 4 - 1 J L _ 4 _ L 4 _ J r - i I I I L_ NOTES BY SYMBOL 0 PROVIDE AND INSTALL NEW VAV BOX AS SPECIFIED ON SHEET M2. ® PROVIDE AND INSTALL NEW LIGHTSTAT W/ LIGHT COVER @ 60" A.F.F. PROVIDE WITH CLEAR PLASTIC LOCKING COVER. COORDINATE EXACT LOCATION WITH ARCHITECT'S INTERIOR ELEVATIONS. -. t `1 r I II I I _{}_ L r k .. I L__J I II r ... ft. I II J__ r r - fr -r-ft r -tt - 1 I I II I I II I I II I I II J L .... • _ J L- J L •... {i -J lr - fr ._ II' - R . I I : II I i II I J L_$_ J L _$•_ J r - fr I II I L_ J _. r T T T I i I J_ J I _L II - ' I I - ti • 'I I '{ - l r' -. � q m . 1 ij I I. .. J r I II SCALE: 1/4 = 1' -O" GENERAL NOTES I. BALANCE SYSTEM WITH CFMS SHOWN. 2. COORDINATE DUCT AND DIFFUSER MOUNTING HEIGHTS WITH CEILING LAYOUT. 5. T.G.C. SHALL MAINTAIN THE INTEGRITY OF THE HVAC CONTROLS CONNECTION TO THE MALL ENERGY MANAGEMENT SYSTEM.. 4. ALL DUCTWORK AND SUPPLY GRILLES ARE EXPOSED BELOW GRID CEILING IN SALES AREA. COORDINATE MOUNTING HEIGHTS WITH ARCHITECTURAL PLANS. Do-39.7 RECEIVED CITY OF TUKWILA FEB 0 7 2008 PERMIT CENTER COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. fa co 2 co c N w [V u et4 41.1 • a0+. . ‘ 1J Z3ro li g (CI tft 'Ad 0 0 M IA co I— I U SCALE: a DATE: October 15th, 2001 SHEET: DRAWN BY: PROJECT No.: z O 1 /4 " =1' -0" DPE HOT -01 -024 U W a. w UI Crt a) 0 ce m O U L O z m co Z a 12 oHS MECHANICA F+1 480 998 7223 CONSULTING ENGINEER SINGLE DOUBLE ABBR. DESCRIPTION 1r • RECTANGULAR DUCT ,I r Pd • ROUND DUCT C C 4 • 45 DEG. TAP: USE AT BRANCH DUCTS ONLY *_, fir • DUCT SPLIT W /DAMPER: USE AT ELBOWS AND TEES: PROPORTION DUCT AREAS BY CFM'S � r • CURVED ELBOW -MIN. RADIUS R: 1.5 WIDTH ) • 90 DEG. ELBOW WITH SINGLE RADIUS TURNING VANES -L- --mm� Jr J r 7111iir • FLEXIBLE DUCT CONNECTION 111111 ) r FD FIRE DAMPER 7 r / ) r r BD BALANCING DAMPER (USE O.B.D. UNLESS NOTED OTHERWISE) I r NEW TO EXISTING CONNECTION ar Jr • SPIN -IN FLEX DUCT TAKE -OFF W /DAMPER • 0 SA SUPPLY AIR • X EXH EXHAUST AIR F.: • Z RA RETURN AIR . ' . : ,.• ,iA60 • RL REL RELIEF AIR `y E • Oq OSA OUTSIDE AIR • 0X T THERMOSTAT X: UNIT OR ZONE NUMBER • TO X T THERMOSTAT W /SI-�ERWOOD GUARD t MANUFACTURER 11TUS MODEL # ATQS7 -16" OEM 2400 MIN. CFM SETTING 1800 MAX. CFM SETTING 3100 WEIGHT REF. NOTE W 277V 1PH E ECTRICAL HEAT STRIP MARK VAV -1 MODEL 684 AREA SERVED TOILET ROOM MANUFACTURER BROAN CFM 80 E.S.P. ( "W.C.) 0.125 MOTOR HP FRAC. V /PH 120/1 BAROMETRIC DAMPER YES MARK EF -1 VARIABLE AIR VOLUME BOX NEW EXHAUST FAN SCHEDULE NOTES 1. MIN ��I , ► II P ' �U�!,�J�'L AT 300. IIT • MANUAL BALANCING DAMPER. SPIRAL ROUND S.A. DUCTWORK ABOVE CEILING. SEE PLAN FOR DUCT SIZE. TRANSITION S.A. DUCTWORK TO 10 "0 TO FIT 10"0 NECK OF DIFFUSER. NOTE: PRIOR TO CONSTRUCTION/ BID THE CONTRACTOR SHALL VISIT THIS SITE AND FIELD VERIFY THE EXISTING LOCATIONS AND SIZES OF ANY LANDLORD PROVIDED, OR EXISTING, OUTSIDE AIR INTAKES THROUGH ROOF, LANDLORD PROVIDED CHILLED /HOT WATER PIPING MAINS, TOILET EXHAUST MAINS, OUTSIDE AIR DUCTWORK, CONDENSATE LINE MAINS, ETC. THE CONTRACTOR SHALL FIELD VERIFY ANY/ CONDITIONS WHICH MAY CONFLICT WITH THE DESIGN SHOWN ON THESE PLANS. NOTIFY ARCHITECT IMMEDIATELY. ONTROLS 12'-0" A.F.F. S.A. DIFFUSER WITH 10 "0 NECK & 22"c6 TOTAL OUTSIDE DIAMETER. BALANCE TO CFM NOTED ON PLAN. DRIVE DIRECT N.T.S. ROUND SUPPLY AIR DIFFUSER DETAIL + COOLING OA DB 84 COOLING IA DB 76 + HEATING OA 21 + ROOF U- FACTOR 0.000 + LIGHT DIVERS ** 1.2 VAV MIN AIR 270 + LTS - SURFACE 6868 + %LTS- SURFACE 100 + WALL AREA 0 + %ROOF TO SPACE 70 PEOPLE SENS HEAT 250 SENSIBLE HEAT GAIN PEOPLE VENTILATION ROOF LOAD LTS -SURFACE LTS- RECESSED MISC LOAD WALL LOAD TOTAL SENSIBLE LOAD TABULATION SENSIBLE HEAT GAIN VENTILATION ROOF LOAD WALL LOAD ASHRAE DESIGN CONDITIONS COOLING LOAD SUMMARY 6750 0 0 28129 562 1707 0 37147 TOTAL COOLING LOAD SENS/TOTAL RATIO NOMINAL CFM (15 DEG F DIFF) + SUPPLY AIR TEMP TEMPERATURE DIFFERENCE HEATING LOAD SUMMARY 0 0 0 TOTAL SENSIBLE 0 HOT TOPIC Westfield Southcenter Mall Tukwila, WA 2025SQUARE FEET COOLING OA WB COOLING IA WB HEATING LA LTS- RECESSED %LTS- RECESSED MISC. WATTS SQ FT /PERSON NO OF PEOPLE WALL U- FACTOR 68 + 63 72 196 + 70 + 500 + 75 27 0.20+ PEOPLE LATENT 200 LATENT HEAT GAIN 5400 0 PEOPLE VENTILATION 70% TO SPACE 100% TO SPACE 70% TO SPACE TOTAL LATENT 5400 42547BTUH 87 % 1876 CFM 58 DEG F 18 DEG F LATENT HEAT GAIN VENTILATION TOTAL LATENT LANDLORD NOTES: LANDLORD HAS PROVIDED A PROPRIETARY D.D.C. CONTROL SYSTEM FOR V.A.V. CONTROL- TENANT TO PROVIDE i" CONDUIT AND SHIELDED CABLE FROM LANDLORD'S JUNCTION BOX TO V.A.V. BOX(ES) AND THERMOSTAT(S) -FINAL WIRING CONNECTIONS TO ALL DEVICES BY LANDLORD AT TENANT'S EXPENSE -ALL AS PER PROJECT STANDARD DETAILS. T.G.C. SHALL ENGAGE A SEPERATE TEMPERATURE CONTROL CONTRACTOR FOR FINAL SET -UP OF SYSTEM(S) OPERATIONS AND AIR BALANCING. GIVE ONE COPY OF BALANCE REPORT TO LANDLORD'S BUILDING ENGINEER. T.G.C. MUST USE LANDLORD APPROVED CONTRACTOR. SET VAV BOX TO DELIVER 2,400 CFM MAX. TOTAL HEATING LOAD 0 BTUH NOMINAL KW ELEC HEAT 0 KW MINIMUM KW ELEC HEAT 2 KW (BASED ON 20 DEG F RISE @ VAV MIN AIR) 0 0 12:00:00 AM CNTYVAV.WKS * SA TEMP AT UNIT AT SPACE ON DESIGN DAY ** SPECIAL ALLOWANCE FACTOR PER ASHRAE (TABLE 15 /CHAPTER 26) 3.5 W /SQ FT 0.93 CFM /SQ FT 21 BTUH /SQ FT 3.5 TONS 571 SQ FT/TON VAV NOTES 1. USE ONLY LANDLORD SPECIFICATION VAV CONTROLS FOR THIS PROJECT. REFER TO TEMPERATURE CONTROL NOTES THIS SHEET FOR ADDITIONAL INFORMATION ON PROGRAMMING AND FINAL WIRING CONNECTIONS TO THE LANDLORD'S SYSTEM. 2. UTILIZE ONLY RIGID DUCTWORK UPSTREAM OF THE VAV BOX. PROVIDE FOUR EQUIVALENT DUCT DIAMETERS OF STRAIGHT DUCTWORK DIRECTLY UPSTREAM OF THE VAV BOX INLETS. 3. UTILITIES ARE AVAILABLE AT DESIGNATED LOCATIONS WHICH MAY NOT BE IN THE DEMISED PREMISES. COORDINATE THE FINAL CONNECTION OF ALL UTILITIES (INCLUDING CHILLED AIR) WITH THE LANDLORD'S FIELD REPRESENTATIVE. 4. T.G.C. SHALL MAINTAIN ALL LANDLORD RETURN AIR OPENINGS (WITH FIRE DAMPERS IF REQUIRED) IN DEMISING WALLS TO ENSURE OPERATION OF LANDLORD CENTRAL VAV SYSTEM. VERIFY WITH HARRY PRAHL PRIOR TO BID. MECHANICAL GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, LAWS, ACTS AND ALL AUTHORITIES HAVING JURISDICTION, AND LANDLORD'S CRITERIA. 2. THE COMPLETED INSTALLATION SHALL BE IN ACCORDANCE WITH ALL APPLI- CABLE INDUSTRY STANDARDS OF GOOD PRACTICE AND SAFETY; AND THE MANUFACTURER'S STRICTEST RECOMMENDATIONS FOR EQUIPMENT AND PRO- DUCT APPLICATION AND INSTALLATION. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOCUMENTS AND SERVICES RELATED TO INSTALLATION OF THE WORK. 4. PRIOR TO SUBMITTING A PROPOSAL, THE CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY INSPECT ALL EXISTING CONDITIONS TO INSURE THAT THE WORK REPRESENTED ON THE DRAWINGS AND IN THESE SPECIFICATIONS CAN BE INSTALLED AS INDICATED. 5. DUCTWORK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH ASHRAE AND LATEST SMACNA STANDARDS. PROVIDE TURNING VANES IN ALL ELBOWS; AND MANUAL VOLUME DAMPERS IN ALL BRANCHES, SPLIT - PER DAMPERS, AIR EQUALIZERS, EXTRACTORS, AND SIMILAR DEVICES WHEREVER NECESSARY TO PROPERLY BALANCE THE SYSTEM AND PRODUCE A QUIET AND DRAFTLESS OPERATION. 6. EXPOSED DUCTWORK SHALL BE STANDARD SPIRAL ROUND GALVANIZED SHEET METAL DUCTWORK. 24 GAUGE UP TO 36 "0, 22 GAUGE -36" TO 50 ". FIRST 15 FT. OF DUCT FROM EQUIPMENT SHALL BE LINED 1" HEAVY DENSITY ACOUSTICAL INSULATION. 7. FLEXIBLE DUCTWORK SHALL BE THERMAFLEX "M -KE" WITH ONE INCH EXTER- NAL INSULATION FINISHED WITH A VAPOR BARRIER, U.L. AND 90A LISTED, SHALL BE EQUIPPED WITH DAMPER - EXTRACTOR AT THE SHEETMETAL DUCT AND CIRCULAR COLLAR AT THE DIFFUSER, MECHANICALLY SECURED. 8. FLEXIBLE DUCTWORK SHALL NOT EXCEED 4 FEET IN LENGTH; BENDS SHALL NOT RESTRICT THE INSIDE CROSS - SECTIONAL AREA OF THE DUCT; AND CONNECTION SHALL BE MADE AS DIRECT AS POSSIBLE TO THE MAIN SUPPLY. 9. ALL WORK SHALL BE LOCATED TO AVOID CONFLICTS WITH OTHER TRADES PROVIDE ADEQUATE CLEARANCE FOR ARCHITECTURAL DESIGN, PROPER OPERATION AND SERVICE OF EQUIPMENT. 10. PROVIDE A READY -TO -USE SYSTEM WITH ALL WORK GUARANTEED IN WRI- THING AGAINST DEFECTIVE WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM TURN OVER TO OWNER. 11. CONDENSATE DRAINS: TYPE "M" HARD DRAWN COPPER FOR LINES 1" AND SMALLER, "DWV" HARD DRAWN COPPER FOR 1 -1/4" AND LARGER, CONFORMING TO ASTM B88 -72. WROUGHT COPPER FITTINGS, DRAINAGE TYPE FOR LINES 1-1/4" AND LARGER. SOLDER WITH 50/50 SOLDER. 12. DUCTWORK SHALL BE "FACTORY MADE" CLASS 1 GALVANIZED SHEET METAL WITH IRON SUPPORTS SECURED TO OVERHEAD MEMBERS AT 5' -0" DUCTWORK MATERIALS SHALL BE PER INTERNATIONAL MECHANICAL CODE, 2003. 13. PROVIDE AS PART OF THE MECHANICAL CONTRACT SERVICES OF AN INDEPENDENT AIR /WATER BALANCING CONTRACTOR CERTIFIED BY THE ASSOCIATED AIR BALANCE COUNCIL. SUBMIT 3 COPIES OF THE BALANCE REPORT TO ARCHITECT /OWNER. 14. PROVIDE DUCT SMOKE DETECTORS IN SA DUCTS, TO OVER RIDE UNIT AND PROVIDE SHUTDOWN WHEN UPON DETECTION OF SMOKE. HVAC NOTES 1. ALL WORK TO BE AS PER THE L.L. SPECS, ALL LOCAL CODES, RULES AND REGULATIONS. ALL WORK TO BE AS PER ASHRAE AND SMACNA GUIDELINES. 2. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE. ALL DUCTS TO BE SHEET METAL DUCTS AS PER ASHRAE AND SMACNA GUIDELINES. 3. PROVIDE NECESSARY TURNING VANES, SPLITTER DAMPERS, VOLUME EXTRACTORS AND OTHER FEATURES NEEDED FOR A SMOOTH AND CONTROLLED FLOW OF AIR. 4. LOCATIONS SHOWN OF HVAC EQUIPMENT AND DUCTS ARE SCHEMATIC ONLY. VERIFY STRUCTURAL DETAILS AND OTHER DETAILS THAT WILL AFFECT ROUTING AND PLACEMENT OF THESE COMPONENTS. IF MORE SUPPORTS ARE NEEDED FOR HVAC EQUIPMENT, COORDINATE WITH THE ARCHITECT. 5. PROVIDE PROPER DUCT TRANSITIONS FOR ACTUAL HVAC UNITS INSTALLED. ROOF PENETRATIONS, IF ANY, TO BE MADE AS PER L.L. SPECS. VERIFY DETAILS WITH L.L.. 6. PROVIDE AND INSTALL THERMOSTATS AT LOCATIONS AS DIRECTED BY THE ARCHITECT. 7. COORDINATE ACTUAL LOCATIONS OF DIFFUSERS, REGISTERS AND GRILLES WITH CEILING DETAILS AND OTHER FEATURES SUCH AS LIGHTING FIXTURES ETC. THAT MAY AFFECT PLACEMENT OF THE HVAC SYSTEM COMPONENTS. 8. GENERAL CONTRACTOR SHALL SUPPLY ALL EQUIPMENT CONTROLS AND WIRING. COORDINATE WITH MALL REPRESENTATIVE FOR INTERLOCKING WITH MALL CONTROL SYSTEM (AS REQUIRED). DUCTWORK SYMBOLS a - a PROJECT No.: is co 2 co To Ln t 4 1 1 0 (4 . w V > ■� U O VI0toM 5 in VI 42 I- I:514 1 z 0 U, COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. (c-i6) I (rte W z 3 0_ W O_ n m OJ DATE October 15th, 200'7 SHEET: HOT -07 -024 as g g IT - O 3 a R • . s -a O E O O H � d a L f ca 7 co O C O v U i N E ▪ Q 00 o a v CI t Z 73COL 13 off 18 LAVATORY 3/8" HOT WATER T FAUCET AS SHOWN ON PLAN INSTANTANEOUS TYPE WATER HEATER MOUNTED ON WALL BELOW LAVATORY PROVIDE c.,,..A BALL VALVE. / UNION WATER ME INSTANTANEOUS WATER HEATER TO TRAP PRIMER CONNECTION AT FD co F v N) HOT AND COLD WATER SCHEMATIC I 1-1/2" VENT UP IN WALL 3/8" COLD WATER TO FAUCET AS SHOWN ON PLANS 1 /2" COLD WATER IN WALL SHUTOFF VALVE 2" SANITARY WASTE PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS NOTE: HOT WATER HEATER AND ALL EXPOSED HOT WATER PIPES ABOVE FLOOR TO BE HODDED (INSULATED AS REQUIRED BY STATE & LOCAL CODES). WATER HEATER DETAIL PLUGGED TEE W /CLEANOUT FLOOR LINE 1/8" C.I.BEND • BALANCE OF PIPING SAME AS CLEANOUT TO GRADE. WALL CLEANOUT DETAIL MAY EXTEND AS A WASTE OR VENT CHROME WALLCOVER & SCREW. WALL HWC FLOOR N.T.S. N.T.S. PROVIDE INDIVIDUAL SHUT OFF VALVE AT FIXTURES AS REQUIRED. PROVIDE 12" CHAMBER (TYP) 3/8" SUPPLY WITH STOP (TYP) MARK HWC LAV FD IWH EDF NOTE: NTS EXTEND 3" VENT TO LANDLORD COMMON EXHAUST DUCT STUBS, VERIFY EXACT LOCATION IN FIELD. EXTEND 4" SS TO EXISTING SYSTEM, VERIFY EXACT LOCATION, FLOW AND DEPTH. LANDLORD NOTES 3" FD W /TRAP PRIMER WASTE AND VENT SCHEMATIC TENANT SHALL PROVIDE AND INSTALL A REDUCED PRESSURE BACKFLOW PREVENTER ON THEIR WATER SERVICE WITHIN THEIR SPACE PRIOR TO MAKING ANY OTHER CONNECTIONS TO THE WATER SERVICE PIPING. PLUMBING FIXTURE SCHEDULE DESCRIPTION MANUFACTURER AND MODEL NUMBER HANDICAPPED WATER CLOSET "KOHLER" HIGHLINE LITE PRESSURE CLEAN #K -3493 LAVATORY WALL HUNG 0.5 GPM FLOW "AMERICAN STANDARD" #0355.012 LUCERN FLOOR DRAIN "J.R. SMITH" #2005-A ELECTRIC WATER HEATER ELECTRIC DRINKING FOUNTAIN "EeMAX" #SP2412 "OASIS" #PFBAM (SINGLE LEVEL) COLD WATER 1/2" FIXTURE CONNECTIONS 1/2 1 /2" 1 /2" ■ NOTE: PRIOR TO CONSTRUCTION/ BID THE CONTRACTOR SHALL VISIT THIS SITE AND FIELD VERIFY THE EXISTING LOCATIONS AND SIZES OF PLUMBING LINES AND FLOW DIRECTION. THE CONTRACTOR SHALL FIELD VERIFY ANY/ CONDITIONS WHICH MAY CONFLICT WITH THE DESIGN SHOWN ON THESE PLANS. NOTIFY ARCHITECT. HOT WATER 1/2" 1/2" WASTE 4" M THE PLUMBING PLANS. ON THE PLUMBING PLANS 2" 2" 2" VENT 2" 1 -1/2" 1-1/2" 1 -1/2" NTS EXTEND 4" 5S TO EXISTING SYSTEM, VERIFY EXACT LOCATION, FLOW AND DEPTH. QUANTITY OF FIXTURES 1 1 1 1 1 TOTALS FIXTURE UNITS WATER F.U. EACH 2.0 0.5 0.25 TOTAL 2.0 0.5 0.25 EACH 6 1 3 1 WASTE F.U. TOTAL 6 1 3 1 14 TO I LET ROOM PLUMBING FLOOR PLAN SYMBOL — G - --TW- - D — 106 DESCRIPTION NTS X 07 -34q7 PLUMBING GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, LAWS, ACTS AND ALL AUTHORITIES HAVING JURISDICTION. 2. THE COMPLETED INSTALLATION SHALL BE IN ACCORDANCE WITH ALL LANDLORD'S REQUIREMENTS; APPLICABLE INDUSTRY STANDARDS OF GOOD PRACTICE AND SAFETY; AND THE MANUFACTURER'S STRICTIST RECOMMENDATIONS FOR EQUIPMENT AND PRODUCT APPLICATION AND INSTALLATION. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOCUMENTS AND SERVICES RELATED TO INSTALLATION OF THE WORK. 4. PRIOR TO SUBMITTING A PROPOSAL, THE CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY INSPECT ALL EXISTING CONDITIONS TO INSURE THAT THE WORK REPRESENTED ON THE DRAWINGS AND IN THESE SPECIFICATIONS CAN BE INSTALLED AS INDICATED. 5. ALL WORK SHALL BE LOCATED TO AVOID CONFLICTS WITH OTHER TRADES AND PROVIDE ADEQUATE CLEARANCE FOR ARCHITECTURAL DESIGN, PROPER OPERATION AND SERVICE OF EQUIPMENT. 6. SOIL AND VENT PIPE SHALL BE CAST IRON NO -HUB PIPE. 7. COPPER PIPE SHALL BE USED FOR ALL WATER PIPING EXCEPT SERVICE FROM METER TO BUILDING. TYPE "L" HARD DRAWN COPPER SHALL BE USED FOR PIPE NOT SET UNDER CONCRETE. TYPE "K: SOFT COPPER SHALL BE USED FOR PIPING UNDER CONCRETE. FITTINGS SHALL BE WROUGHT COPPER THROUGHOUT. 8. INSULATE HOT & COLD WATER LINES WITH 1/2" THICK "ARMAFLEX" INSULATION. 9. SLOPE ALL SEWER LINES AT 1/4" PER FOOT, UNLESS OTHERWISE NOTED. PLUMBING SYMBOL LIST SOIL WASTE LINE (W) VENT LINE (V) COLD WATER (C.W.) HOT WATER (H.W.) HOT WATER RETURN GAS LINE TEMPERED WATER DRAIN LINE BUILDING SEWER FLOOR DRAIN (F.D.) FLOOR SINK (F.S.) ROOF DRAIN (R.D.) OVER FLOW DRAIN WALL CLEANOUT POINT OF CONNECTION O S.C.O. O F.C.O. - R.D.L.- - O.D.L. CD - ICW— t" I I 1 t 0 —I WCO NOTE: ONLY THOSE SYMBOLS SHOWN ON SYMBOL THE DRAWING APPLY GLOBE VALVE BALL VALVE DESCRIPTION SHUT OFF VALVE (GATE) CHECK VALVE UNION LUBRICATED PLUG VALVE HOSE BIBB (H.B.) BRANCH RISE OFF MAIN SURFACE CLEANOUT FLOOR CLEANOUT ROOF DRAIN LEADER OVERFLOW DRAIN LEADER CONDENSATE DRAIN LINE INDUSTRIAL COLD WATER yi n a Rwo SCALE: DRAWN BY: PROJECT No.: 0 ce COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. 1 /4 "- 1'--0" DPE 1.407 -07 --024 W H 0 z y� Z W J ei a 0 z Z Q 17c" 3 m J W CL DATE October lath, 2001 SHEET' Lti 0 c N o w z � LAI LO P1 0 N 00 m rn 03 I- III Lr � _ c W MI— '--- 0 WQ o Q t CD 77 D. 14 ofl& VOLUMN CONTROL o 0 C 0 RJ -45 � - gOk 6000000 a Q f 2 o 0 I I I T I 1�1 36 0 m -I. III CEP 0 II I "1T' II 1I II 1 I I { ....II II II LI... .11. 1L._ 32 II II II u n 1 II I I II I II I I u PROV DE AND INSTALL 50A DISCONNECT FOR 3 KW HEAT STRIP L 31/3c1/41 16 32 -. 0 • 0 0 POS ACCESS �\ PANEL ---0 ilc.._J I I 30 X2 ACCESS PANEL == 3 \1 \ l 1 1 o ! LL Ii. 0 • • ED OS1 v v 0 a Q PO52 I I lo•RJ -45 111110.R-1-14 DUAL PORT J� RJ -45 X4 I I I. 1 I -4 - L Ir - -- - - II II II I I I I LL_ it II II L _ II \ II I itL JI == I - Tr • L II I II II II r— -TT"- TI I II II II II II , VIA TIMECLOCK 11 Ii L IJL.. L - 32 ,., ,u VIA TIME CL O 14 \ a4 0 1∎ ■ 1 ,1 1 \, , t Y „ y VIA r TIMECLOCK - - -, a µ Y _y S 4141 Li GK L � , 1 0 • 0 © 0 t 7 11I11I..,. �.. - -+- 1111111i — — TO MUSIC AREA L 16,20 1- - . 1 L ELECTRICAL POWER PLAN TEL. & DATA SCHEMATIC AS IT RELATES TO THE G.C. /i i \B\ IN ELEV. STOCK I" CONDUIT BETWEEN T.T. B 4 GASH / WRAP G.G. TO INTERCEPT L.L. STUB -UP IN SPACE FROM MALL PHONE ROOM AND E=XTEND TO T.T.B. LOCATION (GABLE WILL BE BY OTHERS) 34 ( GFI IN PLAN LAST EDITED FEBRUARY 15, 2007 FLEXIBLE METAL CONDUIT SHALL BE USED ONLY FOR CONNECTIONS INDSIDE CASEWORK AND AS THE FINAL CONNECTION FOUR FEET (4' -0") MAXIMUM LENGTH, MINIMUM ONE -HALF INCH 02 ") ELECTRICAL TRADE SIZE TO RECESSED FIXTURES, MOTORS AND ELECTRICAL EQUIPMENT THAT MAY GENERATE VIBRATION THROUGH THE CONDUIT SYSTEM. NO BX, AC, MG OR ROMEX TYPE WIRING CAN BE ALLOWED. FURNISH LIQUID -TIGHT FLEXIBLE CONDUITS FOR OUTDOOR INSTALLATIONS AND FLOOR BOXES SHALL BE WATERTIGHT WIT CAST THREADED CONDUIT HUBS. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN THE PHASES OP THE SYSTEM, REGARDLESS OF CIRCUITING INDICATED. DEMOLITION: REMOVE ALL EXISTING ELECTRICAL EQUIPMENT, FIXTURES, SYSTEMS, CONDUIT AND WIRE, ETC., NOT BEING USED...DO NOT MUST ABANDON. 0 0 O O LANDLORDMPTP L 2 * TO BE SWITCHED AT SWITGHBANK IN STOCKROOM ' NOTE: # SHALL BEONA SWITCH B • ITSELF AT STOCKROOM DOOR �I 3/4" CONDUIT FOR DEDICATED GABLE FROM STOREFRONT SIGNAGE TO BACK WRAF'. STUB -UP AT GASH WRAP $ IN SOFFIT NEW STOREFRONT SIGN POWER. 0 DUPLEX CONVENIENCE OUTLET MOUNTED IN WALL AT +IS" A.F.F. SILVER W/ SILVER COVER PLAT. O RUN ELECTRICAL, PHONES 4 DATA IN I" RIGID CONDUITS TO GASH/ WRAP. RUN UNDER SLAB TO STUB -UPS IN GASH/ WRAP COUNTER. VERIFY METHOD OF SLAB PENETRATION (GORING) COORDINATE WITH MALL AUTHORITIES PRIOR TO COMMENCE THIS WORK. PATCH AND REPAIR SLAB AS REQUIRED. COMPLY WITH MALL REGULATIONS. WHATEVER METHOD IS USED RUN EMT TO NEAREST ADJACENT WALL. DUPLEX CONVENIENCE OUTLET MOUNTED IN GASH/ WRAP COUNTER. DEDICATED DUPLEX OUTLET, (HUBBELL OR EQUAL) MID. IN GASH/ WRAF COUNTER. PHONE / COMPUTER JACK IN GASH / WRAP SEE SCHE=MATIC THIS SHEET. 45 BOX FOR SPEAKER WIRES IN WALL ABOVE STOCKROOM DESK AT 12 A.F.F. RUN CONDUITS WITH PULL STRINGS TO LOCATIONS AS DIRECTED BY THE TENANTS MUSIC PROVIDER DEDICATED DUPLEX OUTLET, (HUBBELL OR EQUAL) MOUNTED IN WALL AT +18" A.F.F. AT STOCK ROOM DESK. QUADFLEX CONVENIENCE OUTLET MOUNTED IN SOFFIT PER N.E.G. G. .1. CONVENIENCE OUTLET MOUNTED IN WALL NEAR SINK AT + 45" AT TOILET ROOM. ..J-BOX FOR COMPLETE CONNECTION OP WATER HEATER. COORDINATE LOCATION WITH THE PLUMBING TRADE. 14 0 0 0 0 5/4" CONDUIT TO SPEAKERS, ETC. COORDINATE WITH HOT TOPIC'S AUDIO CONSULTANT. I" CONDUIT BETWEEN T.T.B AND BACK -WRAP W/ (I) GAT -5 GABLE LABLED "T -I ", (I) GAT 5 GABLE LABLED "STOCK ROOM" AND (I) GAT -3 GABLE LABLED "PHONE ". EACH GABLE SHALL BE LABLED AS SUCH AT EACH END 6 HAVE A MIN. 10 F=OOT WHIP FROM THE END OF THE CONDUIT OR BOX AT THE STOCKROOM END AND A 15 FOOT WHIP AT THE GASH -WRAP END. FOURPLEX OUTLET MOUNTED IN WALL ABOVE STOCKROOM DESK AT 12" A.F.F. FOR STEREO SYSTEM, CD PLAYER ETC. NOT USED ON THIS PROJECT. NEW PANEL 'L'. SEE SINGLE -LINE DIAGRAM ON SHEET E. NEW FLOOR MOUNTED 30 KVA TRANSFORMER. RECESSED SINGLE~ " CLOCK " OUTLET MOUNTED IN LOW WALL AT +2' -5" A.F.F. CENTER SIDE TO SIDE. FOURPLEX OUTLET MOUNTED IN WALL AT +54" A.F.F. ON OR NEAR T.T.B. FOR PHONE SYSTEM, ALARM, OR OTHER RELATED EQUIPMENT. A COPY OF THE ALARM DRAWINGS SHALL BE ISSUED TO THE LOCAL FIRE MARSHALS OF=FICE. STOREFRONT SIGNAGEn AND LIGHTING TIME CLOCK SHALL BE SET TO MALLS OPERATING HOURS. NOTE: I. G.C. TO COORDINATE CONDUIT STUB -INS FOR GASH/WRAP WITH VENDOR SHOP DRAWINGS TO ENSURE ACCURATE AND GLEAN INSTALLATION IS ACCOMPLISHED. STUB -UPS ARE TO BE GLEAN HOLES USING A DRILL BIT ONE SIZE LARGER THAN THE CONDUIT. USING A RECIPROCATING SAW IS NOT AN APPROVED METHOD. KEYED POWER PLAN NOTES 0 0 0 0 0 LANDLORD WILL PROVIDE A COMMUNICATION GABLE TRAY LOCATED IN THE UTILITY CORRIDOR FOR TENANT'S USE. NO CONDUIT WILL BE PROVIDED. LANDLORD WILL PROVIDE A COMMUNICATIONS TERMINAL BOARD WITHIN EACH LANDLORD ELECTRICAL ROOM. TENANT SHALL PROVIDE AND INSTALL A COMPLETE TELEPHONE SERVICE SUPPORT FACILITIES AS REQUIRED BY THE SERVICING TELEPHONE COMPANY. ALL TENANT TELEPHONE EQUIPMENT SHALL BE CONTAINED WITHIN THE TENANTS SPACE. TENANT SHALL PROVIDE PLENUM RATED WIRE FROM THE TELEPHONE ROOM TO THE TENANTS TELEPHONE EQUIPMENT WITHIN THE DEMISED PREMISES UTILIZING THE LANDLORD SUPPLIED GABLE TRAY. ANY CORRIDOR WALL PENETRATIONS WILL NEED TO BE FIRE CAULKED AS REQUIRED. ilfCf iaw.Tiiif 24" x 48" X 3/4" UNPAINTED PLYWOOD TELEPHONE TERMINAL BOARD (T.T.B.) MOUNT TOP AT 54" A.F.F. PROVIDE I- I /4 "E.C. TO TELCO POINT OF CONNECTION. J- BOX AT 13' -O" FOR CONNECTIONS TO ITEMS THAT RUN UNDER THE SLAB TIME CLOCK MOUNTED IN WALL NEAR ELECTRICAL PANEL. SWITCH AND ROUTER FOR GASH / WRAP SYSTEMS. SEE SCHEMATIC. THIS SHEET FOR FINAL ROUTING. G.G. TO INTERCEPT L.L. PROVIDED CONDUIT FROM MALL PHONE ROOM. CONDUIT STUB -UP AT GASH / WRAP COUNTER THRU ACCESS PANELS IN BASE. STAIN TEMPLATE OF GASH /WRAP BASE AND LOCATE STUB -UPS ACCORDINGLY. SURFACE MOUNTED CONDUIT FOR SENSORMATIG ANTENNA WIRE. STUB OUT AT FLOOR BELOW SLAB LEVEL AND IN CEILING SPACE AT SOFFIT (APPROX 14' -0" A.F.F. VERIFY IN FIELD) SENSORMATIG INSTALLER WILL PROVIDE LOW VOLTAGE WIRE=S FOR SYSTEM. DEDICATED DUPLEX OUTLET IN SOFFIT ABOVE TO BE RECESSED THRU ACCESS PANEL WHEN REQUIRED FOR SENSORMATIC SYSTEM POWER. DUPLEX IN ST FRONT SOFFIT FOR L.G.D. SIGN MONITOR IN SOFFIT ABOVE TO BE RECESSED THRU ACCESS PANEL WHEN REQUIRED. NOT: DUPLEX OUTLET FOR LCD MONITOR TO BE ON TIMER. LOW VOLTAGE BELL WIRE IN 1/2" EMT CONDUIT BETWEEN TRANSFORMER AT REAR ENTRANCE DOOR AND ELECTRIC BUZZER ABOVE GASH /WRAP COUNTER 8 ABOVE STOCKROOM DESK. PUSH BUTTON FOR ELECTRIC BUZZER SYSTEM MOUNT TO WALL A STRIKE SIDE OF SERVICE OF SERVICE DOOR. J -SOX @ FOR BUZZER / CHIME TRANSFORMER POWER MOUNTED NEAR BUZZER / CHIME. ELECTRICAL BUZZER MOUNTED TO WALL @ +12' -O" CONNECTED TO BUTTON AT REAR SERVICE DOOR OR STOCKROOM WALL. ELECTRICAL CHIME ( NOT BUZZER ) MOUNTED TO STRUCTURE ABOVE GASH /WRAP UNIT. CONNECT TO BUTTON AT REAR SERVICE DOOR. J —BOX FOR VAV CONTROLS. VERIFY EXACT LOCATION IN FIELD. SCALE: 1/4" = 1' -0" WALL MTD. TELEPHONE JACK MTD. AT 18" A.F.F. FOR VOICE LINE ONLY AT STOCK ROOM DESK. DUPLEX OUTLET ABOVE FOR HANGING LCD SIGN. WIREPOST AND CONTINGENT J -SOX OVERHEAD FOR MUSIC STATION FEED DUPLEX OUTLET AND DATA JACK FOR LISTENING STATION. SEE ELEVATION IN MUSIC STATIO - . ETAIL SHEET A6. OX AF ELECTRIC HAND DRYER. MUSIC VOLUMN CONTROL INSIDE GASH /WRAP @ IS" A.F.F. 0 1 -3q FIRE ALARM NOTES LANDLORD WORK • A CENTRAL ADDRESSABLE, VOICE EVACUATION TYPE, FIRE ALARM SYSTEM SERVING THE ENTIRE MALL. • LANDLORD WILL PROVIDE A RED FIRE ALARM JUNCTION BOX IN THE CORRIDOR WITH A 3 /4" CONDUIT STUBBED INSIDE DEMISED TENANT SPACE POE TENANTS FIRE ALARM SYSTEM DEVICES. JUNCTION BOX WILL BE PROVIDED WITH FIRE ALARM ANNUNCIATION AND INITIATION CABLING AND TERMINAL BLOCKS. • LANDLORDS DESIGNATED FIRE ALARM CONTRACTOR SHALL MAKE FINAL CONNECTION TO 4P LANDLORD'S FIRE ALARM SYSTEM AT THE TENANT'S SOLE COST AND EXPENSE. TENANT WORK: GENERAL REQUIREMENTS I. TENANT SHALL INSTALL WITHIN TENANT'S PREMISES A FIRE ALARM SYSTEM OR COMPONENTS AS DELINEATED THROUGH DESIGN DOCUMENTS ISSUEDBY LANDLORD'S DESIGNATED FIRE ALARM CONTRACTOR (AT TENANT'S EXPENSE). SCALE: a DRAWN BY: PROJECT No.: 1 03 co 2 co ca 2 (NI C 4� N u Q • S •- u a im e g +1' (CM m IA 0 ce I/4 I' -0" HOT -07 -024 COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. DATE' Oc tober 15th, 2007 SHEET: PPE z Cd W 0 J H L.) W J W L -a rn a co 0 ac '-^ ro � V o ta c cn 0 t Q N z v L.r, 't o w U as g g CD to 01 CD VI A s O E H � E1 IS ofi8 srTx::r :x= ,,,,, ,?, ?e ,,•, ?- „,F ??J:, ?!:,tie_ 56 11 2 HIGH / 56 ,2 HIGH 2 HIGH U...; 1E11E1 I 1 I IU.U•r .... ....i u.” .... 1....1 II f 1r . L .. JLJ_1L. u. L _ . L . ..� I 4 L4J L JL._ II NOTE ALL LIGHTING SWITCHES TO BE ON LIGHT SWITCH BANK IN BACKROOM (TYP) _1 L 21 NOTE "56" FIXTURES TO BE SURFACE MOUNTED TO WALLS W/ EXPOSED CONDUIT. SEE INT, ELEV. 2 HIGH J / ELECTRICAL LIGHTING PLAN T 1 K NOTE: TIMER CONTROLLED SWITCH (F.O.I.C.) (SUPPLIED W/ LIGHTING PACKAGE) 0 0 0 0 0 KEYED NOTES SALES LIGHTING SWITCH BANK. SEE DETAILS THIS SHEET. LANDLORD NOTES EXIT LIGHT WITH SELF- CONTAINED BATTERY BACK -UP, CONNECT TO UNSWITGHED CIRCUIT. (TYPICAL) EMERGENCY LIGHT WITH SELF - CONTAINED BATTERY BACK -UP, CONNECT TO UNSWITGHED CIRCUIT. NI6HTLIGHT (NL). CONNECT TO UNSWITGHED CIRCUIT. (TYPICAL) 2 -GANG -1-BOX IN CEILING FOR SPEAKER WIRE JUNCTION. WIRE CAN RUN ON TOP OF SLATWALL, NO CONDUIT. IN SALES AREA: BATTERY PACKS FOR EXIT AND EMERGENCY LIGHTS MUST BE REMOTE OR RECESSED. PAINT EXPOSED SURFACES TO MATCH ADJACENT FINISH. T.G.G. MUST USE LANDLORD'S FIRE ALARM CONTRACTOR FOR FINAL WIRING CONNECTIONS TO MALL FIRE ALARM LOOP AND FOR TESTING OF F.A. 5Y5-rem AT TENANT'S EXPENSE. I I I I I I PER GOVERNING CODES, FURNISH AND INSTALL SELF- CONTAINED BATTERY PACK EMERGENCY LIGHTING THROUGHOUT THE DEMISED PREMISES INCLUDING TOILET ROOMS AND STORAGE AREAS. TENANT'S LIGHTING AND LIGHTING CONTROLS SYSTEM SHALL COMPLY WITH THE WASHINGTON STATE NON - RESIDENTIAL ENERGY CODE. STOREFRONT 51GNAGE AND LIGHTING TIME CLOCK SHALL BE SET TO MALL'S OPERATION HOURS. TRACK LIGHTING FIXTURES MUST BE PLACED IN RECESSED TROUGH AT STOREFRONT AND IN FORWARD SELLING AREAS. TENANT'S ELECTRICAL CONTRACTOR SHALL FURNISH AN IDENTIFICATION NAMEPLATE ON TENANT'S MAIN DISCONNECT SWITCH IN LANDLORD'S SWITCHBOARD. NAMEPLATES SHALL BE ONE- EIGHTH INCH (I /5 ") THICK PLASTIC, BLACK ON WHITE AND ETCHED LETTERS. THE MINIMUM SIZE SHALL BE ONE INCH (I ") WITH ONLY THE TENANT'S SPACE NUMBER ENGRAVED ON SUCH, PERMANENTLY AFFIXED. MINIMUM BUILDING WIRE SIZE SHALL BE #12 A•G, EXCLUDING CONTROL WIRING PER. NO ATTACHMENT OR SUPPORT FROM ANY ROOF DECK 15 ALLOWED. HANGERS, CLAMPS AND SUPPORTS SHALL BE FASTENED TO BAR JOISTS OR BEAMS ONLY. ALL CABLING SHALL BE PLENUM RATED. TENANTS SERVED BY LANDLORDS AIR CONDITIONING UNITS HAVE PLENUM RETURNS, INSTALL A COMPLETE TYPE WRITTEN IDENTIFICATION DIRECTORY CARD FOR ALL BRANCH CIRCUITS IN THE ELECTRICAL PANEL DOOR. -. b 9- I 9 -I (- 11 - 1 I L 4JL 4 JL SALES LIGHTING SWITCH BANK h n r J J J L. rt, _ .1 L.. j t_ JL r 1r 1 E - 11 -- 17 IT - I I 7 L 4 L 4 JL4.JJe. J 4 _ l.4 NOTE: SWITCHES SHALL Blr INSTALLED BETWEEN 5TUD5 IN ROWS OF (6) 5I X. DO NOT CUT STUDS TO ACCOMODATE A SINGLE ROW OF SWITCHES. CONTRACTOR SHALL LABEL LIGHT SWITCHES ACCORDINGLY. ALL FACES AND BODIES TO BE WHITE. NOTE: ALL TIMECLOGKS ARE TO BE INTERMATIC TIOI. 24 HOUR / 7 DAY TYPE r � - - - - 11 I .._. •.. .. L...11... I r.. 5' ...T L_ _LL JL1_ _IL J _ _ - =-- . r I I.4JL A.D.A. NOTES SCALE: I/4" = I' -O" LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIRONMENTAL CONTROLS SHALL HAVE OPERABLE PARTS OF THE CONTROLS LOCATED NO HIGHER THAN 45" AND NO LOWER THAN I5" ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION BETWEEN 20" AND 25" IN DEPTH, THi= MAXIMUM HEIGHT 15 REDUCED TO 44" FOR FORWARD APPROACH OR 46" FOR SIDE APPROACH, PROVIDED THE OBSTRUCTION IS NO MORE THAN 24" IN DEPTH. OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. pD71 •7 r . COPYRIGHT NOTICE: The drawings and specifications are copyrighted and subject to copyright protection as an "architectural work" under sec. 102 of the copyright act, 17 u.S.C. As amended december 1990. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction, building seizure, and /or monetary liability. RI co 2 co mi c p 92 A NC aC u 41.1 • s > Z3 O fa Z u 0._ 1-1 m c#1 tn W W - a0 2 w <CO ¢ Xm I- w N Z f"N0? a woiri O. U) r- 00L0 0 to o_ a SCALE: DRAWN BY: PROJECT No.: '1 z 0 L lcasl i lwU w z 0 w w N 0 I N I 0 I/4 "= I ' -0" DPE HOT -07 -024 DATE October 15th, 2001 SHEET: crt a; m 0 a, ra 0 U LA L t 0 z 3 E2 N L.rl ao C CO o E Q c U a ,rn_d o cn 1 16 of18