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HomeMy WebLinkAboutPermit D07-482 - WESTFIELD SOUTHCENTER MALL - PINK - TENANT IMPROVEMENTPINK 646 SOUThCENTER MALL D07 -482 Design Occupant Load: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D07 -482 Occupant /Tenant: PINK Building Address: 646 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 114 zV8 DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 646 SOUTHCENTER MALL TUICW Suite No: Cityf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Tenant: Name: PINK Address: 646 SOUTHCENTER MALL, STE 1125 , TUKVVILA WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: Contact Person: Name: TIM SCHENK Address: 1120 E 80 ST, STE 211 , BLOOMINGTON MN 55420 Phone: 800 541 -0821 Contractor: Name: PINNACLE CONTRUCTION INC Address: PO BOX 426 , GLENWOOD IA 51534 Phone: 712 527 -9745 Contractor License No: PINNACI941K3 DESCRIPTION OF WORK: TENANT IMPROVEMENT doe: IBC -10/06 DEVELOPMENT PERMIT Value of Construction: $215,000.00 Fees Collected: $3,354.13 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: lIB Occupancy per IBC: 0019 * *continued on next page ** Permit Number: D07 - 482 Issue Date: 04/14/2008 Permit Expires On: 10/11/2008 Expiration Date: 05/31/2008 D07 -482 Printed: 04 -14 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City o`Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: Print Name: N Signature: I hereby certify that I have read and :.. ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied ' whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or th- ormance of work. I am authorized to sign and obtain this development permit. Permit Number: D07 -482 Issue Date: 04/14/2008 Permit Expires On: 10/11/2008 Date: 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 -482 Printed: 04 -14 -2008 Parcel No.: 6364200010 Address: 646 SOUTHCENTER MALL TUKW Suite No: Tenant: PINK 1: ** *BUILDING 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 - 482 Status: ISSUED Applied Date: 12/21/2007 Issue Date: 04/14/2008 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: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: 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 D07 -482 Printed: 04 -14 -2008 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: 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) 18: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 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 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire D07 -482 Printed: 04 -14 -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 Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 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: 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) 31: 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) 32: 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) 33: 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) 34: 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. 35: Local U.L. central station supervision is required. (City Ordinance #2051) 36: 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) 37: 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) 38: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 41: 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. doc: Cond -10/06 007 -482 Printed: 04 -14 -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 42: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 43: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 44: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 45: 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 -482 Printed: 04 -14 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: 7? 1 c(4 C c Date: �� w doc: Cond -10/06 D07 -482 Printed: 04 - 14 - 2008 U Site Address: Soortkeireet, Pri Votive- Tenant Name: 91 roc. Company Name: r A. 0 • Mailing Address: Company Name: Mailing Address: Contact Person: E -Mail Address: CITY OF TUKWI Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tulcwila.wa.us • i tsiU.waoh@ shrclnnshock. co" Company Name: ROI r comPaA1( Contact Person: C (tAIG• m E 1 E (.1. rC Q:Wpplications\Fonns- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh t Building Permit No. t Mechanical Permit No. i►YpL�} Plumbing/Gas Permit No. ' qu - Public Works Permit No. V* Project No. Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** city (For office use only) State State E -Mail Address: a tipitrj oneS.c —. City Fax Number: QS 2 . Bs'f •4qC9 State Mailing Address: SS1,1 EAST atom) s r Cdr, sviceC I SOQ CQWm4% Q1.k' S tate gnir Cry Day Telephone: 6 (4 .2Z1 •6.09 E -Mail Address: C meter er 'l° r €° . . Q \ J 0.3. con^ Fax Number: 61'4 . `2 X • 254. SITE LOCATION King Co Assessor's Tax No.: ( "12 O 001 Suite Number: 1125 Floor: I New Tenant: E. Yes ❑ ..No Property Owners Name: Irre.5'S'' Coft bMT1On! Mailing Address: 1160 I k K.SNIQE I0 l2 1 L. % - lOS Ar46 i.fGS, CA ciStr3% Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name:TlrA 3 Day Telephone: % - • / • s •0%2 Mailin Address: 11 ZQ E • sc. a' _ (. sV 1 Ttrc Z% 1 . Q ► r(( ,r d 5•SAtw Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Zip City Contact Person: Day Telephone: E - Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record 511(1.EinV.00I l 11C.k4u' C.r5 1 r(G . 6%30 S . Svrs15Va\ Low _ Kestla2i %W s 0 %4 '30$ City State Zip t.4 6 S: Day Telephone: 6I • CLIC • 4 4 1 5 4 5 1 1 Fax Number: 61.1 '4 s y Ss s ENGINEER OF RECORD -All plans must be wet stamped by Engineer of Record Zip Page 1 of 6 BUILDING PERMIT INFOR`>. TION — 206 -431 -3670 0 Valuation of Project (contractor's bid price): $ Z1S , MO.' Existing Building Valuation: $ Scope of Work (please provide detailed information): QV IL() cwr of agrAtL. Ire( flit : mixs.. Fen-11 nE.w '' PI rne s rortE - Will there be new rack storage? 1,31 Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area 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 in No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: le Sprinklers 1111 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:Wpplications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bit ❑ .. No If yes, a separate permit and plan submittal will be required. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per< r< 1 Floor 4�1b �� 'C 11-8 hit '" , 2 " Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFOR`>. TION — 206 -431 -3670 0 Valuation of Project (contractor's bid price): $ Z1S , MO.' Existing Building Valuation: $ Scope of Work (please provide detailed information): QV IL() cwr of agrAtL. Ire( flit : mixs.. Fen-11 nE.w '' PI rne s rortE - Will there be new rack storage? 1,31 Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area 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 in No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: le Sprinklers 1111 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:Wpplications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bit ❑ .. No If yes, a separate permit and plan submittal will be required. Page 2 of 6 PUBLIC WORKS PERMIT IYORMATION — 206 -433 -0179 Scope of Work (please provide detailed information): Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ ...Total Cut ❑ ...Total Fill Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided ❑ ...Va1Vue ❑ ... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line Call before you Dig: 1 800 - 424 - 5555 ❑ .. Highline ❑ .. Renton ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Seattle ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO # WO # WO # ❑...Deduct Water Meter Size Private Private ff FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billin Name: Mailing Address: City Day Telephone: City State State Zip Zip Q:Wpplications'Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 16 .3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct I Thermostat 4. 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM j e t Incinerator — Comm/Ind MECHANICAL PERMIT INRMATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: T6.0 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): $- ( t (/V Scope of Work (please provide detailed information): 4 • N1 ►J f w dams NEW DRAW 0 t i i VSE corrt'rwu, I- geSfiumn EX411 l St• • Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... m Replacement .... ❑ Fuel Type: Electric Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: Q: Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 - 2006 bit Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) I Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain 2- Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Z Water Closet 2. Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and /or vent ' Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas PLUMBING AND GAS PIPINPERMIT INFORMATION - 206 -43170 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: 7• 8•P. Mailing Address: Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ �i Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed 1" ettaiiled information): -L4 OX - t 2 it t i 4 , `�.�- Building Use (per Int'1 Building Code): Occupancy (per Int'l Building Code): 114 Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:Wpplications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh City State Zip Sewer: 11/WW L 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 OWNS R A HORI E AGENT: Signature: Date: l 1' 7- Print Name: ScA \JO 14r.S. Day Telephone: ( ' rti L OS u Mailing Address: I 1 C 80714 f1 _Pm Z < ( /11/4 -42-D City State Zip Date Application Accepted: Z Date Application Expires: al Staff Initials: ( Q:Wpplications'Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 6 of 6 Parcel No.: 6364200010 Permit Number: D07 -482 Address: 646 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 12/21/2007 Applicant: PINK Issue Date: 04/14/2008 Receipt No.: R08 -02126 Initials: JEM User ID: 1165 Payee: PINNACLE CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Cash 58.00 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 Account Code Current Pmts 000/345.830 58.00 Total: $58.00 Payment Amount: $58.00 Payment Date: 06/16/2008 11:07 AM Balance: $0.00 3670 06/16 9711 TOTAL 58.00 doc: Receipt -06 Printed: 06-16 -2008 Parcel No.: 6364200010 Permit Number: D07 -482 Address: 646 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 12/21/2007 Applicant: PINK Issue Date: Receipt No.: R08 -01167 Initials: JEM User ID: 1165 Payee: PINNACLE CONSTRUCTION, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 65934 2,034.58 ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Account Code Current Pmts Payment Amount: 32,034.58 Payment Date: 04/14/2008 11:23 AM Balance: $0.00 2,030.08 4.50 Total: $2,034.58 n43 3 04/14 ?, TOTAL 204.53 dor.: Rar int -(1R Printad. 04- 14 -70OR Dor :: RECSEPS -08 RECEIPT NO: R07 -02842 Initials: JEM User ID: 1165 Payee: ELDER -JONES City of Tukwila SET TRANSACTIONS: Set Member Amount Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us SET ID: S000000925 SET NAME: Tmp set/Initialized Activities D07 -482 1,319.55 EL07 -799 102.50 M07 -287 66.36 PG07 -345 39.50 TOTAL: 1,527.91 Payment Check 50587 ACCOUNT ITEM LIST: Description ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES SET RECEIPT TOTAL: Payment Date: 12/21/2007 Total Payment: 1,527.91 TRANSACTION LIST: Type Method Description Amount 1,527.91 1,527.91 Account Code Current Pmts 000.345.832.00.0 102.50 000/345.830 1,425.41 TOTAL: 1,527.91 6395 12/24 9710 TOTAL 1527.91 Project: � /, I'I Type of Inspection: :4,01 /' / A ddr e ss , , n I / �// Date Called: Special Instructions: Date Wanted: 7 / Zj Dg p.m. a.m. Requester: Phone No: /7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 p a Approved per applicable codes. COMMENTS: Pe (24 f - 7e i 'Inspector: 7 y$ ❑ Corrections required prior to approval. ri $60.0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Date: 3/0, 2 'Receipt No.: 'Date: �r se V400.44* COMMENTS: r //� Type of Inspection: , ! J r " /h A l OZ 74) S TO 7 ‘"CC / p o d/ , Special Instructions: W C : Le (ND de .rg•ez - s � c .pack �a a l�uJ 4r p4. Mw Phone No: wi'l/ Jew'../ Project: !/ 1 /�/C Type of Inspection: , ! J r " /h A l Addres12 /6 7 [ / p o d/ Date Called: Special Instructions: Date Wanted: 7h.p a.m. Requester: Phone No: 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. El Corrections required prior to approval. _ g Date: n Inspector : I to ri $60.1 ' INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: 17 07 %' Si % Project: Type of spection: Addr ss�/ / b Date Called: Special Instructions: Date Wanted: 7- 7 a C % Requester: Phone 9 "55 -5 7 v.4 7 - /Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: SGffits .1 c4 •'I. k 5 /i /fef' -L�,c / D'1 Approved per applicable codes. Corrections required prior to approval. r 5PeCto 1/ !Date: 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: Project: , / Type of Inspection: Ci' /4 Address: Date Called: Special Instructions: Date Wanted: / Requester: Phone No: (Inspector: INSPECTION RECORD Retain a copy with permit . 7 - yea INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: I Date : 7/3A El $60.0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid a 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: Type of Inspection: , N../ Stty. G4,10 i • e c "4 4 it-ill e ri J• A- 5 /4 e' 5 on / r s Special Instructions: Z. ee tp4neo ' aJ/ 4 /e €u/1 rtce -lloa5 1.(. /t, Z. W fete, oia Iue ..7 QII/'' ctrl du_ii- en ./ 3. ;4e .. tr 1 Project: n , r /A Type of Inspection: , N../ Stty. G4,10 Address: Date Called: Special Instructions: Date Wanted: / / � p.m. Requester: Phone No: INSPECTION RECORD ► Retain a copy with permit Q0,'Vt 2 INSPECTION N. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 El Approved per applicable codes. Inspector: f ri $60 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: r 14 Corrections required prior to approval. Project: / � j_ K Type of Inspection: s � t 1 • Ju- -) Addre y6 NA / Date Called: Special Instructions: Date Wanted: / a.m. 63o ( Requester: Phone No: 5 5 /9V7 l3 INSPECTION RECORD, Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: /eel r cod 0pprt. ua -/ r u • p ,'10t b Szc-sp I&& '• 'Inspector: El $60. paid (Date: 444 4 R� INSPECTION FEE REQUIRED. Prior to inspection, fee must be 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: . ..I Type of Inspect Addr s t 4 »4 farsalmwmir,m, _ - _ Special Instructions: 5-Q,(,,, a-re k a,(rct `I a7 Po 4e % CaNt r i Pte -:; v I? s�-v P can, Requester: O-- co(lr; ckoV v00.(1 S •I v\ .c Phone, No• house • °71 Ae -✓A c c%A\ 'ov` % A5 ?C -4P'\• Project i v Type of Inspect Addr s t 4 »4 Date C Special Instructions: Date Wanted: G - / 7 e) p.m. Requester: Phone, No• INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. 'Inspector: ri $6 Pa at • ' 3 417- 9g orrections required prior to approval. 'Date:// / REINSPECTION FEE REQUIRED. Prior to inspection, fee must be 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: /1/7 Type of Inspection: j /,�� Address: LL4� /17 /91/ . Date Called. Special Instructions: Date Wa ted: -- /z — p.m. Requester: Phone No J — 5, ? /9 4/ 1/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4) 67 41 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: n SCI Q S eir ove( Date: / El $60.0 SPECTION FEE REQUIRED. Prior to inspection, fee must be paid 00 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: J COMMENTS: 449cA o /C4. (eve v^ /d sppe /m troure( /fie" �U 5',(51 'C/ iives C T pru t A,1 Date Called: Special Instructions: Date Wanted !� C/ue / / m� ' Request r: P No:, - % 5 Z --* 1 W? ? Project: Type of Inspection: /� / J4/ Addyes4 4// Date Called: Special Instructions: Date Wanted !� C/ue / / m� ' Request r: P No:, - % 5 Z --* 1 W? ? INSPECTION NO. INSPECTION RECORD Retain a copy with permit V1Z PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)31 -3670 El Approved per applicable codes. i fej Corrections required prior to approval. 'Inspector: / 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: Proje • mie_. Type-of Inspection: / 7 J7LS �Cet(( ///4/' Ad re iss: "9 /( ! Date Calle Special Instructions: IInstructions: Date Wanted: © -- /6 —�� a. p .m ; Requester: Phone No • /DO 7-942 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Yz- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ;cal A 9 Ow 1-/eti e )/ / e/ 2 5 P/Y. /0 ,4 • Inspector / G � IDate: // El $60A0 FEE REQUIRED. Prior to inspection, fee must be paidd''at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project: / n /_ Type of Inspection big Address: t.g z7/ m j Date Called: Special Instructions: Date Wanted: ��� / p.m. Requester: Phone No: 5 153 /9 INSPECTION RECORD Retain a copy with permit VD �� p ei y p INSPECTION NO. PERMIT NO. 9 CITY OF TUKWILA BUILDING QIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1)/A /'pones dam! z El $60.IEINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Inspector: (Date: �►— ar 'Receipt No.: 'Date: Proje \in k.1 4- Type of Inspectiosi. \.) - -cio 13 Address: ccit )1 A ( i Date Called: Special Instructions: Date Wanted: .,-.11.. Requester: Plum Nit _ toe INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION g. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: A , 11 :..5.r,/c.S .a-cer/f etvil7e7 iii4e4etye,e5 /seev47 Inspector: INSPECTION RECOlp Retain a copy with permit z3 Date: ‘ 5-1 A 4- / e, e 'l DO7 CZ- PERMIT NO. El $58. EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. r eceipt No.: 1Date: Project: ] Type of Inspection: Address: " Date Called: Special Instructions: Date Wanted: a Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ® Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 01C Inspector: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Do 7- '/82 'Date: Project: Type of Inspection: Address: t 1 J✓� Gk, 5.4.711 rtnfT I j 4 I( Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: (go1) IS - 341 4 17 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION tZ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: PA No L1-411 (H 4 o rryec 'Inspector: Date: LI $58.00 REI SI PECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: t�•,t.t,:��.ra.... ., -ro.�' *.i ��eri lld��liR�wiw5 ++'s,.��vs.. ,ad' -- -- .a+�.:�.�.:z,.s;:.�: Project: I k Type of Inspection: rv0 Address: / ' (4 F Date Called: Special Instructions: Date Wanted: // !/ a.m. t9-oa P.m. Requester: Phone No: Soy— f5 if INSPECTION RECORD `Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PQ?- '/b PERMIT NO. (206)431 -3670 0 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 9 5 /Yr(, Oh CQ „1t 0 • wk r l (9/._ 'Inspector: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Date: S e Project;., Type of Inspection: Address: 6 n99 Date Called: Special Instructions: Date Wanted: 7 o —. J g _ ©L-- p.m. Requester: Phone No: ‘-.50 ?4 vv 7 -4'z- INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY • F TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188. (206)431 -3670 i Approved per applicable codes. Corrections required prior to approval. COMMENTS: ! r / ' I ✓ /1/1 /15 - AJ/? /0 44pkii .402' ' / < /- 4 /t,ei�t/, lnspec r Dat I! $ ::10 REINSPECTION FEE R QUIRFO. Prior to inspection. fee must be p d at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. ipt No.: 'Date: VJVV .•V a•a.. a.v...�. - -- . - Project: T Type of Inspection: Address: D Date Called: 1,017-`62_1 I I INSPECTION RECORD Retain a copy with permit IT NO. INSP ION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION R' cane cnrhrpntPr Rlvd.. #100. Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. J Corrections required prior to approval. COMMENTS: p / /?Y /,.; /ivy / /Is - i - v $9/S I,ed • Inspector (Receipt No.: Date: L/ l 7 -4 . 00 REINSPECTIONJEE REQUIRgb. Prior to inspection, fee must be id at 6300 Southcenntt Blvd., Suite 100. Call the schedule reinspection. 'Date: amme ProjeS 1 /y /� Type of ection:, �� Address: 6 ylo eiv4,7/7A Date Called: // Special Instructions: Date Wanted: a.m. Requester: Phone No: c_,G - 9 V7 Approved per applicable codes. I INSPECTION RECORD Retain a copy with permit PERMIT NO. INSEECTION NO. CITY OF TUKWILA BUILDING DIVISION IP- c�nn c.,rhrantar Blvd__ #100 Tukwila, WA 98188 (206)431 -3670 h J24 Corrections required prior to approval. CO MENTS: ( t seCtOr 1o7._ , 7" r .0 reel $ 00 RE� II US FEE RE UIRED!P to inspection, fee must be p at 63 Southcenter Blvd.. uite 100. Call the schedule reinspection. 'Date: IRecei'bt N 1/ Projer / A ' )/ ICJ A I`. Type ° F / / A/ Addr & / 41/ Date Called: Special Instructions: Date Wanted: / a. Request er: Phone No 6 55?6 CTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS:, 3;pinf- /eY %A // /r- /g,v rerifi9 Date: jJ $5 : 00 REINSPECTION E RE RED. Prior to inspection. fee must be • - id at 6300 Southcente Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: % Project: 1 V /AV Type Inspection: , �, t l e'`( 1 6v(//)0/ /h'V Date Called: A ss: d ; / d Special Instruc ions: Date Wanted: / .7 —‘..)1::3 a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT O. CITY OF TUKWILA BUILDING DIVISION 12 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 fa... Approved per applicable codes. COMMENTS: 10 /A1,5 40Y •✓ SX el /!3X Date* — .00 REINSPECTION FEE QU D. Prior to inspection, fee must be Id at 6300 Southcenter Blv .. ite 100. Call the schedule reinspection. 1 RecptNo.: 'Date: nspector Corrections required prior to approval. Project: T K Sprinklers: Y Type of Inspe ion: tic-s5 -V-L r c Q , (kJ A-L Address: Suite #: L Con ct Person. Special Instructions: Occupancy Type: / 1,- Phone No.: Needs Shift Inspection: `( Sprinklers: Y Fire Alarm: K Hood & Duct: "J Monitor: r Pre -Fire: ki Permits: N vim--- - Occupancy Type: / 1,- INSPECTION NUMBER 206 - 575 -4407 -Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWIL.A FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 / ua-- PERMIT NUMBERS Corrections required prior to approval. COMMENTS: - C� Inspector: Sy A,_ Date: )/f /68 Hrs.: 1 /% $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: ,/) �' d lc V Sprinklers: Fire Alarm: Hood & Duct: Type of Ins ction: 5P itP16T' L. c M Address: r ri Suite #: s a 2 z „ Contact Pers n: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 3 INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Wa. 98188 206 - 575 -4407 Word/Inspection Record Form.Doc 1/13/06 /IA 07 - D7 ug2 c3R- s - iSa- Ot- r - - /7q PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: S ( ` �, NFL — o( o I Inspector: Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: ,Nk Sprinklers: Type of Inspection: 562 M1 L Cia----- Hood & Duct: Address: 6 9 s, C Suite #: " Co tact Person: C - , n. =�-N 7E . Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT /0o7- 9$2 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 0 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: Inspector: Date: 7/z i l Hrs.: / n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: Sprinklers: Type of Inspection: till D -o / CouQ2 Address: 6146 5 Suite #: _ c . po ii t_._._: Contact Person: Clivt- ?. Special Instructions: Occupancy Type: 54 V-aa.' loves ., - -- , tJrSL, aa.,r2... l oo Hz7i)OO DkAy O Kam , TO (- ov K.. k Rrlr vN , k) >^ P is-e-' s Cc: i I ►-f Coue l e_. 2 ©o SS - l4 �a � 1'0' j P6Je tvo.,-.. b -op Q,.)a4 f Ai t )i Ne rove!n -. . Project: r)‹ Sprinklers: Type of Inspection: till D -o / CouQ2 Address: 6146 5 Suite #: _ c . po ii t_._._: Contact Person: Clivt- ?. Special Instructions: Occupancy Type: Phone No.: 1 /$ - 73,6- P- J 7 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 Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 oc?- s fro - PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. Inspector: Date: yfQ%8 Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 a t : = 4 "..A1(raZarl &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 20, 2008 RECEIVED 'JUN 8 0 2008 Mr.100410241yet McC R & n 8617 NE 239th Street Battleground, WA 98604 RE: Special Inspection Pink Store Tukwila, WA Dear Mr. McGee, KA No. 066 -08095 Permit NorH6? -172 In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on June 9, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC a er,4007_) Kathryn Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08095 DFR Template iIK1 1 21.Za11_ &ASSOCIATES, INC. DATE: 6 -9-08 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PROJECT #: 066-08095 PROJECT: Pink Project LOCATION: SP# 646 South Center Mall KRAZAN PROJECT MANAGER K.E.G. Superintendent/Representative: Structural Steel FIELD REPORT NO.: 8095DFR060908 -gn CONTRACTOR: Pinocale Construction PERMIT NO: B07 -482 INSPECTOR George Naill JURISDICTION: City of Tukwila WEATHER: Indoor TEMP: 70 F Arrived on site as requested by the contractor to perform Structural Steel inspection in conformance to project plans and specs. 1) Received copy of letter sent by EOR after review of discrepant items listed on previous report 8095DFR052908, 8095DFR052908 -gn -2 2) A review of letter form EOR dated 6-3-08 revealed that the connections in question have been accepted as is and shall be corrected from nonconforming to complete and in conformance at this time. Equipment/Asset Number(s): To the best of my knowledge, the above WAS 'S] / WAS NOT ❑ performed in accordance with the approved p ans, specifications, and regulatory requiremett. Technician George Naill Offices Serving the Western United States Form 1501 r.2 Effective Date: 12 -20 -07 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. MONS.. pia June 9, 20Thdl IVED COMMUNITY . DEVELOPMENT Mr. Ted McGee McGee Construction 8617 NE 239th Street Battleground, WA 98604 RE: Special Inspection Pink Store Tukwila, WA Dear Mr. McGee, Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn Gordon Project Manager Puyallup Division CC: City of Tukwila aza1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION JUN 1`S 2008' In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on May 29, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Offices Serving The Western United States KA No. 066 -08095 Permit No.1367i82 •10 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08095 DFR Template DATE: 5 -29-08 aK raZarl. &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PROJECT #: 066-08095 PROJECT: Pink Project LOCATION: SP# 646 South Center Mall KRAZAN PROJECT MANAGER: K.E.G. 1) Met with the contractor to verify inspection and review plans. Superintendent/Representative: Structural Steel FIELD REPORT NO.: 8095DFR052908 -gn -2 CONTRACTOR: Pinocale Construction PERMIT NO: B07-482 INSPECTOR George Naill JURISDICTION: City of Tukwila WEATHER Indoor TEMP: 70 F Arrived on site as requested by the contractor to perform Structural Steel inspection in conformance to project plans and specs. 2) Performed visual inspection of Store front seismic bracing mounting frame to existing structure per detail E/S03.1 which revealed 3/16" x 2" x 6" screw plate to be installed per plans cut B and welding is visually acceptable per AWS D1.1 -06 *3) Visual inspection also revealed that the channels have been install opposite of detail the east to west running continuous channel has been installed on top of the support channels running north to south and in fact has also been installed in 5' segments not continuous as specified. Visual inspection revealed welding to be visually acceptable per AWS D1.1 -06 Final acceptance pending review by the EOR. To the best of my knowledge, the above WAS IE /WAS NOT ❑ performed in accordance with the approved plans, specifications, and regulatory requirements. Technician George Naill Offices Serving the Western United States Equipment/Asset Number(s): Form 1501 r.2 Effective Date: 12 -20 -07 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. I ' 13.Za.11 &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 5 -29-08 PROJECT #: 066 -08095 PROJECT: Pink Project LOCATION: SP# 646 South Center Malt KRAZAN PROJECT MANAGER: K.E.G. Structural Steel CONTRACTOR: PERMIT NO: B07 -482 INSPECTOR George Naill JURISDICTION: City of Tukwila WEATHER Indoor Arrived on site as requested by the contractor to perform Structural Steel inspection in conformance to project plans and specs. 1) Met with the contractors representative to verify inspection and review plans. 2) Verified Welder WABO certification for Travis C. Macy see attached copy. Superintendent/Representative: Offices Serving the Western United States FIELD REPORT NO.: 8095DFR052908 -gn TEMP: 70 F 3) Performed visual inspection of A325 bolted connection column to T.S. beams per detail M/S02.1 which revealed bolting to be complete per plans and RCSC Rev. 2000. 4) Contractor is sending RFI request for as -built acceptance of 4 secondary connection that were installed with no detail for installation (bolting and or welding detail) Contractor to reschedule inspection after RFI response. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ®/ WAS NOT ❑ performed in accordance with the approved p arts, specifications, and regulatory requiremer.Q Technician George Naill Form 1501 r.2 Effective Date: 12 -20-07 The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. Kr'az3ri &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 9, 2008 R ECEIVED Dear Mr. McGee, JUN 18 20 COMMUNITY DEVELOPMENT Mr. Ted McGee McGee Construction 8617 NE 239th Street Battleground, WA 98604 RE: In Process Inspection Report Pink Store Tukwila, WA KA No. 066 -08095 Permit No. D07 -482 Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08095 Break Template Project No. 066 -08095 Cyl. Code 80617 Pour Date 5/9/2008 Report No. 22850 Jurisdiction City of Tukwila Permit No. D07 -482 Weather Sunny Project Pink Store Location 646 Southcenter Mall Tukwila Client McGee Construction Field Data Concrete X Other CYLINDER REPORT Supplier Glacier Plant No. 1 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 3:15pm 15 193804 6 61 64 Placement Area Location 21' x 3.5' SOG cutout w/ vapor barrier @ entrance. Remarks Placed via wheelbarrow, consolidated with hand finish. 2cyds total. Please refer to field report #82738. Inspector Mike Allen Laboratory Data Engineer Architect Contractor McGhee Construction Reported Batch Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Design Actual Weights Weights Mix No. 0953 Cem. lbs. 564 F. Ash lbs. 113 C. agg. lbs. 1 1890 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1280 Water lbs. 250 Air Ent. (oz) wRA 20 oz ADVA 40 oz Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80617 -1 5/16/2008 7 4.02 12.69 85950 6,770 1 SS 80617 -2 6/6/2008 28 4.009 12.63 113270 8,970 1 TN 80617 -3 6/6/2008 28 4.009 12.63 116020 9,190 1 TN 80617 -4 H 1 80617 -5 80617 -6 80617 -7 80617 -7 Remarks Results Reviewed By 7'fa Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C -39 +/- 8% Form 03101 Revision 3 Effective Date 6/17/04 The information provided on thie report Is prepared for the exclusive use of the dent. Ms report may not be reproduced In any format without the written pemdesion of the dent and Krazar & Atwell Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) • azan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 2, 2008 RECEIVED KA No. 066 -08095 Permit No. D07 -482 0 2003 COMMUNirt DEVELOPMENT Mr. Ted McGee McGee Construction 8617 NE 239th Street Battleground, WA 98604 RE: In Process Inspection Report Pink Store Tukwila, WA Dear Mr. McGee, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08095 Break Template 'Project No. 066 -08095 Cyl. Code 80564 Pour Date 5/1/2008 Report No. 20293 Weather Cloudy w /Sun Jurisdiction City of Tukwila Project Pink Store Location 646 Southcenter Mall Tukwila Client McGee Construction Field Data Inspector Steve Taylor Sr. Laboratory Data CYLINDER REPORT Concrete X Other Supplier Glacier Plant No. 282 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 3:12pm 34 191527 5 61 57 Engineer Architect Contractor McGhee Construction Placement Area Location Pour back trenches @ bathrooms & change rooms. Remarks Visual observations of reinforcing steel and concrete placement complete per approved plans & specifications. Please refer to field report #80356. Permit No. D07 -482 Design Strength 3,500 @ 28 days Date Specimens Rec'd. Reported Batch Data Design Actual Weights Weights Mix No. 0953 0953 Cem.lbs. 564 563 F. Ash lbs. 113 115 c. agg. lbs. 1 1890 1900 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1280 1353 Water lbs. 89.9 79.7 Air Ent. (oz) wRA 20oz 20oz ADVA 4Ooz 4002 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80564 -1 5/8/2008 7 4.011 12.63 80735 6,390 1 SS 80564 -2 5/29/2008 28 4.011 12.64 104595 8,270 1 MT 80564 -3 5/29/2008 28 4.011 12.64 104890 8,300 1 MT 80564 -4 H 1 80564 -5 80564 -6 80564 -7 80564 -7 Remarks Results Reviewed By Ka" Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +/- 8% Form 03101 Revision 3 Effective Dale 5/12/04 The Ydommtion provided on this report is prepared for the exclusive use of the dent. This report may not be reproduced to any format without the written pennissbn of the client and Krazan d Assoc* • ::11E1111707 I( raZ an &ASSOCIATES, INC. May 27, 2008 Mr. Ted McGee McGee Construction 8617 NE 239th Street Battleground, WA 98604 RE: Special Inspection Pink Store Tukwila, WA Dear Mr. McGee, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on May 22, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn Gordon Project Manager Puyallup Division J N 0 2 1008 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONIMU CONSTRUCTION TESTING & INSPECTION DEVELpp IYi j. CC: City of Tukwila Offices Serving The Western United States KA No. 066 -08 9 5 Permit No. D07 82 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 ONIH)> DFR funplate aza1Z & Associates, Inc. Superintendent /Representative: GEOTECHNICAL ENGINEERING • ENV'RONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: OS PROJECT #: ,oG4(n -• 0 r,Q�5` PROJECT: / � ' P J Cr" LOCATION: Co4 ge cr7-4Ca- ire Msttt. _ KRAZAN PROJECT MANAGER: pe, 5uir ilgo.5 Fria Rep .e inl..nrntnm ;irtv.del - ,n 'hi. repor :., p CONTRACTOR: P /,IJNA c Cel rr -t- 7 JURISDICTION: c/ j v>/ rtJ�C 4! /L�t PERMIT #: —4413, 2- INSPECTOR: - A P,4.44 - WEATHER: jNr�C�cs _ TEMP: Q c M,. sr7 ,1-5 " ' - o /? , eV A-e_ , 2 ��- � a )47 , r G,,4 Z s — 5 /N- /,✓s%o C-77- 4) FIELD REPORT NO: ') Ai 5 .�-e - � L i / - rte / X) .5 c-.4- � �- A ,PG s,i--5 ( 5- /"-'r 44-,t)77-64-4) r :/3 / .4 $ ezr lt/b's' -44r t2 Itcan r) 2� /a c1.0 . I c a 3/4t- O'4. y 5"% `/4. > 41-4.-- 7 - ---`2'6' s / A- Al o L � p � /•v 57 1..../ 5 A4.. A-?rz A8us,/ , (2) /3' L-T` ` �'� po s 7 — "C. GJ 5� - ,mow J S7 A/ M sr T- i ,n11 '' xy A- ors.Ile A- AIe,s <A) syST /Cc -e- & - /S i � r / fi /o / 7 4 7 o8/ ) ac7 s& r - Lr/ —A j - # y - / S) "Rcs co r,7 /0 ,u f )4,0 `/ a t) /7 /L 67 l °a ...16 7 542, / / c.."4- /2�7/4/L Equipment/Asset Number(s): To the best of my knowledge, the coo iA ; ' IA S NOT performed in accordance with the approved plans, Specifications, and regulator/ requirements Serving the Western United States Technician: /ti S T S c.4 C O- inied T he ilse of he :'first. This re^or, may not 'err.rdr:ed in Any format vithout the - or =..t .. ;rem ti'- n iif 'he .Sent and Xrrz, n � f = aZ� e===� &ASSOCIATES, INC. May 16, 2008 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CORECIEIVEDTESTING & INSPECTION Mr. Ted McGee McGee Construction 8617 NE 239th Street Battleground, WA 98604 RE: Special Inspection Pink Store Tukwila, WA Dear Mr. McGee, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on May 9, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn Gordon Project Manager Puyallup Division CC: City of Tukwila MAY 22 2008 COMMUNITY DEVELOPMENT Offices Serving The Western United States KA No. 066 -08095 Permit No. D07182 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 0805 DER remplwe 1 ' ..,....17. K e`1Zan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: .5 9- D g CONTRACTOR: A.4e 4• 'A -,.57 PROJECT #: 466- O'$ 0 9 -- JURISDICTION: 7, r w ,. ./ PROJECT: 1 k Pr' 11 PERMIT #: L o- y o 2 LOCATION: SF' rrx are - Cad,, X94 // INSPECTOR: "„1 .gJb - ' KRAZAN PROJECT MANAGER: A 6 WEATHER: , s'!/iJn y TEMP: 6 -s D2 s /;* Q .3 / , / r‘ 6011C.0-.14 p 4 cow ip,,,4 ,:,.5 e-A,„ . _.5a4 y , k/f e,e r 1N 3, 09X3. /7/0 c.,..0( 7.4 ,?l ' x 3. V S/p Co 1 v1ou� (2 6��' ()OA 17.,-,4 '- Plat eral a 3. S" s1.vI vim Gvk.e.,l , ,d !/ a.,-/ Cons / ,.4y l A07,,d / A7,s 7w,, £ )' �/io/ d-r 7474/ • pi-e -_A' O .(7 7 /./, ._ Sse /,77OJ ® '4./ S �y�v., -7 7 i.•, - .SG m #15 7- S in 40‘3 %, -y40. yfDa "e-,G 7 4 42. Z2-83 7C,- 9 44' /Iv< . Equipment/Asset Number(s): TO the best of my knowledge, the abc Superintendent /Representative: Technician: WAS NOT performed in accordance with the approved curs, specifications, and regulatory reauirerr s. Serving the Western United States FIELD REPORT NO: b rZ 1:3 8 Bp i r %r•td dePcrcluc Rcrt;ion Effe.nve D: te' The :of prop ded ,n :his report s prc•^ared ;in •hr Is ,r the 'rN 'Ilk report .nay not be .eer Utl; c In .:n' tnrm.n vnhc.0 'hc srtten rer^i.s < jie tt And :Gann 111311k MEL 0114..111 Dear Mr. McGee, Kathryn Gordon Project Manager Puyallup Division CC: City of Tukwila an & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 16, 2008 KA No. 066 -08095 Permit No. D07 -482 Mr. Ted McGee McGee Construction 8617 NE 239th Street Battleground, WA 98604 RE: In Process Inspection Report Pink Store Tukwila, WA Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08095 Break Template Protect No. 066 -08095 Cyl. Code 80617 Pour Date 5/9/2008 Report No. 22850 Weather Sunny Jurisdiction City of Tukwila Permit No. D07 -482 Project Pink Store Engineer Location 646 Southcenter Mall Tukwila Architect Client McGee Construction Contractor McGhee Construction M101•rrr::nuurNNO/M.erl ®aria ®ersa - AIIIMIIIIIIMMU TEM .:. ;ae•11111•111•111 31/Marc qua.IIMMILOrp.F. s, .orarsescrw;:.a WU_: rr r7,11 Field Data CYLINDER kEPORT Concrete X Other Supplier Glacier Plant No. 1 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 3:15pm 15 193804 6 61 64 Placement Area Location 21' x 3.5' SOG cutout w/ vapor barrier @ entrance. Remarks Placed via wheelbarrow, consolidated with hand finish. 2cyds total. Please refer to field report #82738. Inspector Mike Allen Laboratory Data Codes for Break Types: Measurement Uncertainties: ASTM C - 39 +/ 8% Design Strength 4,000 @ 28 days 1: Cone 2: Cone & Split Reported Batch Data Form 03101 Revision 3 Effective Date 5/1210 The information provided on this retort is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Frazan & Assod: Design Actual Weights Weights Mix No. 0953 Cem. lbs. 564 F. Ash lbs. 113 C. agg. lbs. 1 1890 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1280 Water lbs. 250 Air Ent. (oz) WRA 20 oz ADVA 40 oz Other (oz) Other (oz) Water Added on Job gals.) Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80617 -1 5/16/2008 7 4.02 12.69 85950 6,770 1 SS 80617 -2 6/6/2008 28 1 80617 -3 6/6/2008 28 1 80617 -4 H 1 80617 -5 80617 -6 80617 -7 80617 -7 Remarks Results Reviewed By AO Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other 3: Cone & Shear 4: Shear 5: Columnar (Split) Test Results Conforming Non- Confcrrnina .11 .0 111 ." az May 13, 2008 KA No. 066 -08095 Permit No. D07'r 7 Mr. Ted McGee McGee Construction 8617 NE 239th Street Battleground, WA 98604 RE: Special Inspection Pink Store Tukwila, WA Dear Mr. McGee, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on May 1, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn Gordon Project Manager Puyallup Division CC: City of Tukwila _a & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 Lit) 08095 DFR T nn late 'aZn & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: CONTRACTOR PROJEC #: '� JURISDICTION: . l. �f /lei• /� PROJECT: / /VA' PERMIT #: R) INSPECTO LOCATION:_eV44141i ‘1,/a421-)1A.- wow- KRAZAN PROJECT MANAGER: WEATHER: %1i' �'lij� 'C L�ir�l�tGl�►✓���C'•P /v& �i�lit/� „ +� tM Aske.(-' 751g.ir►A# r & ts$ wb,i..eol►J- - / ct../. 2 P.1 Awfurw, c y-,f'/ - 6 147Ui,/ t9c _ d o r sr� ? ems/ G°d #/e �De.^ i r mss✓ �i s�ra..�� 'AAA •c ea,e4t, , . „. er ” 6d .aye evrc -i 5 /• l / A' .0 AO Al t Equipment/Asset Number(s): To the best of my knowledge, the a Superintendent /Representative: 7507 F:e!d Rtwnrr.ti„c Technicia Serving the Western U ted States rt FIELD REPORT NO: l u 3 5 .17 f.77/e . - 7���'•t� S NOT performed in accordance with the approved plans, specifications, and regulator/ requiremew' Reviiicn Effective Da[• 5 /25;tL Die ntumllnion provided in his report is prepared flu the es 1 . ice .rse of 'he :liens. This report :nay nut he -epr duccd in Inc timoat •nithuut the .vntte r permission of the item And Kraz n & 4 -m c ale.. RECE 9 6Y el ii HNICAL CONSTRUCTION TESTING & INSPECTION ENGINEERING MOAY, 10682008 ) COMMUNITY DEVELOPMENT Mr. Ted McGee McGee Construction 8617 NE 239th Street Battleground, WA 98604 a z a n & ASSOCIATES, INC. RE: In Process Inspection Report Pink Store Tukwila, WA Dear Mr. McGee, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC 869,arx) Kathryn Gordon Project Manager Puyallup Division CC: City of Tukwila KA No. 066 -08095 Permit No. D07 - 482 Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08095 Break Template Rroject No. 066 -08095 Cyl. Code 80564 Pour Date 5/1/2008 Report No. 20293 Weather Cloudy w /Sun Jurisdiction City of Tukwila Permit No. D07 -482 Project Pink Store Location 646 Southcenter Mall Tukwila Client McGee Construction Inspector Steve Taylor Sr. Laboratory Data Cyl. Test Field Code Date Cure Age 80564 -1 5/8/2008 7 80564 -2 5/29/2008 28 80564 -3 5/29/2008 28 80564 -4 H 80564 -5 80564 -6 80564 -7 80564 -7 Remarks Results Reviewed By ate Field Data CYLINDER REPORT Concrete X Other Supplier Glacier Plant No. 282 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 3:12pm 34 191527 5 61 57 Engineer Architect Contractor McGhee Construction Placement Area Location Pour back trenches @ bathrooms & change rooms. Remarks Visual observations of reinforcing steel and concrete placement complete per approved plans & specifications. Please refer to field report #80356. Design Strength 3,500 @ 28 days Max. Comp. Dim. Area C.F. Load Str. (psi) 4.011 12.63 80735 6,390 Date Reviewed Reported Batch Data Design Actual Weights Weights Mix No. 0953 0953 Cem.lbs. 564 563 F. Ash lbs. 113 115 C. agg. lbs. 1 1890 1900 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1280 1353 Water lbs. 89.9 79.7 Air Ent. (oz) WRA 20oz 20oz ADVA 40oz 40oz Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Date Specimens Rec'd. Tested Break Set# By Type 1 SS 1 1 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Revision 3 Effective Date 5/1210a The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associ: Test Results Conforming Non - Conforming Project Info Project Address Pink! Date 12/12/2007 633 South Center, Space #1125 For Building Department Use FILE COPY pg� it Nos Seattle, WA 98188 Applicant Name: 4 - Fill out this line on PRJ -SUM Applicant Address: 5 - Fill out this line on PRJ -SUM �w Applicant Phone: 6 - Fill out this line on PRJ -SUM pF r , Project Description 4870.5 ❑Plans Included , . +,r... requirements. . -' New Building ❑ Addition ❑ Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Location (floor/room no.) A PROVES Occupancy Pescriptn. 141lowed Waits per ft Area in ft Allowed x Area Retail Area Sales Sales Floor /Fitting Rooms 1 t 50.0 1.50 3247.0 4870.5 Retai Area = es Merchandise Wall Display Retail Sales Area 1.50 2080.0 3120.0 Storage Retail Sales Area Storage :#. 9 0.50 538.0 269.0 Office 3 Enclosed Office 1, Ot IUkW1 a 1.00 75.0 75.0 l Area a es Merchandise Floor Display g . LOING t`;}I ... i. A.il.�. .. . QI 1.50 349.0 523.5 32.0 `* From Table 15 -1 (over) - document al exceptions on form LTG -LPA Total Allowed Watts 8858.0 Location (floor/room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Retail Sales Area Track Length 84 50.0 4200.0 Retail Sales Area 6 "Recessed Compact Fluorescent (AF /AJ) 10 32.0 320.0 Retail Sales Area 15" Incandescent Pendant (P4) 13 25.0 325.0 Retail Sales Area 15' Incandescent Pendant (P3) 9 60.0 540.0 Retail Sales Area 6" Recessed Compact Fluorescent (AS) 3 32.0 96.0 Retail Sales Area 3" MR16 Accent Light (B(2) 10 35.0 - 350.0 Retail Sales Area 4' Surface Mounted Fluorescent Strip (FG) 3 32.0 96.0 Retail Sales Area 16' Surface Mounted Fluorescent Strip (FW) 1 112.0 112.0 Retail Sales Area 6' Surface Mounted Fluorescent Strip (L5) 2 42.0 84.0 Retail Sales Area 4' Bare Fluorescent Strip (F4) 4 32.0 128.0 Retail Sales Area Pink Neon (NE) Exempt 2 Retail Sales Area 1x4 Surface Mounted Fluorescent (N1E) RF(`.FI\ 1 Fn 32.0 32.0 Retail Sales Area 3' Bare Fluorescent Strip (F3) CITY OF TUKWILA 4 27.0 108.0 Retail Sales Area 4' Surface Mounted Fluorescent Strip (FR) rl f t 1 t 3 1 /007 111 6 32.0 192.0 Retail Sales Area 4" Adjustable Downlight(BL) ` 4 32.0 128.0 Retail Sales Area Multiple Semi Recessed 2 Light (CS) r n(y((( t � f ER 34 52.0 1768.0 Retail Sales Area Neon Sign (NM) 2 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 8479. 0 "Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Alteration Exceptions box 1132.3) No changes are being made to the lighting (check appropriate ox -sec. ❑ Less than 60% of the fixtur s L lei ttage not increased, & space use not changed. k Maximum Allowed Lighting Wat1 COMPLIANCE Proposed Lighting Wattage Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. nd on Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Pink 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 Energy Code. Applicability (yes, no, n.a.) 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 n.a. (a) timer w/backup Indicate location n.a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location yes 1513.6.1. (a) occup. sensors Schedule with type and locations yes 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans yes 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes I 1514 Max. watts Indicate watts for each exit sign LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture n.a. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) n.a. I 1511 (Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency I TRANSFORMERS (Section 1540) yes I 1540 'Transformers Indicate size and efficiency I 2006 Washington State Nonresidential Energy Code Compliance Form If "no" is circled for any question, provide explanation: GVVV V PRJ -SUM . Proect'Summary 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address SPACE #1125 633 SOUTBCENTER SEATTLE, WA 96188 Applicant Name: LIMITED BRANDS ApplicantAddreSS: THREE LIMITED PARKWAY COLUMBUS, 05 43230 Applicant Phone: 914- 415 -7000 Date 12/20/2007 For Building Department Use FILE COPY Permit No. R &IEVI � ' CODE COMPLIANCE ,--� APPRCNED JAN -x7200 Of Tu ih g ILDIN PMSION RECEIVED CITY OF TUKWI DEC 21 2001 ptttmll CENTE Project Info Project Address SPACE #1125 Date 12/20/2007 Heating Equipment Schedule Equip. ID Brand Name • Model No. Capacity2 Btulh Total CFM . OSA cfm or Econo? Input Btuh Output Btuh Efficiency Applicant Address: THREE LIMITED PARKWAY COLUMBUS, OH 43230 Applicant Phone: 814 - 415 -7000 Project Info Project Address SPACE #1125 Date 12/20/2007 633 SOUTHCENTER For Building Dept. Use SEATTLE, WA 98188 Applicant Name: LIMITED BRANDS Applicant Address: THREE LIMITED PARKWAY COLUMBUS, OH 43230 Applicant Phone: 814 - 415 -7000 Mechanical Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. 0 Includes Plans ZUUb vvasningion JIffie IVUIII CSIUCIMat CI ICI yy L+uuc V1.7114/1101 FAN POWERED VAV SYSTEM Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 Revised July 2007 Compliance Option O Simple System Q Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Brand Name Model No. Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location Fan Equipment Schedule Model No. Equip. ID Brand Name CFM SP HP /BHP Flow Control Location of Service 1 1f available. 2 As tested according to Table 14-IA through 14-1G. 3 If required. 4 COP, HSPF Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). ( START LUUO vvasningtoil 0l "d11.0 !NUJ a Mechanical Summary (back) MECH -SUM System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling ❑ Constant vol? 19 Air cooled? ❑ Packaged or Cooling Only: ❑ Split system? ❑ Economizer included? s ❑ <20,000 Btuh? If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? Decision flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. otal Ca +. wo economize <240,000 Btuh or 10 %? Heating Only No Reference Section 1421 Yes — Heating /Cooling or Cooling Only Yes (Sect 1423 Reference Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Project Info Project Address SPACE #1125 Fan Equipment Schedule Equip. INo.1 D D • Brand Name 1 Model No. CFM SP HP /BHP Flow Control Location of Service Applicant Name: LIMITED BRANDS Applicant Address: THREE LIMITED PARKWAY COLUMBUS, OH 43230 Applicant Phone: 814- 415 -7000 Project Info Project Address SPACE #1125 Date 12/20/2007 633 SOUTHCENTER For Building Dept. Use SEATTLE, WA 98188 Applicant Name: LIMITED BRANDS Applicant Address: THREE LIMITED PARKWAY COLUMBUS, OH 43230 Applicant Phone: 814- 415 -7000 Mechanical Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. Includes Plans Zuue vvasningion Jidie IVUtIICSIUCIR Ct cuciyy LLU LuuINuaiwc I VI u FAN POWERED VAV SYSTEM Drawings must cohtain notes requireing compliance with commissioning requirements - Section 1416 Revised July 2007 Compliance Option Q Simple System Qi Complex System Q Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Model No. Equip. ID Brand Name Capacity2 OSA CFM SEER Btu /h Total CFM or Econo? or EER IPLV3 Location Heating Equipment Schedule Equip. ID Brand Name Model No. Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency 1 If available. 2 As tested according to Table 14 -1A through 14-1G. 3 If required. 4 COP, HSPF Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ✓ Air cooled? ❑ Packaged sys? ❑ <20,000 Btuh? ❑ Economizer included? If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? Mechanical Summary (back) MECH -SUM Guuv V VQJ11111aS.LU11 vacww 1�v���vviuv�....... ._. .... DI �___ �_... r .. �..__ . Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. otal Ca •. wo economize <240,000 Btuh or 10 %? Heating Only No Yes — ( Reference Section 1421 Heating /Cooling or Cooling Only Yes C Reference Section 1423 Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Mechanical - Complex Systems Checklist MECH -COMP 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address SPACE #1125 Date 12/20/2007 The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH- CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY n. a. 1431.1 Field assem. sys. Provide calculations n.a. 1432.1 Setback& shut -off Indicate separate systems or show isolation devices on plans n. a. 1432.2.1 Air system reset Indicate automatic reset n. a. 1432.2.2 Hydronic System Indicate automatic reset, cooling tower, & heat pump loop valves n.a. 1433 Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption and demonstrate 10% higher efficiency for equipment with out economizer. n.a. 1433 Water Economizer Indicate water economizer and provide calculations if 1433 Exception 2 is utilized n.a. 1434 Separate air sys. Indicate separate systems on plans n.a. 1435 Simul. htg. & clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified n.a. 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations n.a. 1437 Elec. motor ef;c. MECH -MOT or Equip. Schedule with hp, rpm, efficiency n.a. 1438 Variable flow sys. Indicate variable flow on fan and pump schedules n.a. 1439.1 Kitchen Hoods Indicate uncooled and unheated make -up air n.a. 1439.2 'Fume Hoods Indicate VAV, unheated /uncooled or heat rec. makeup • 'no" is circled for any question, provide explanation: Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. Start Here Section 1411.1 Equipmen Efficiency Shall Meet Tables 14-1A through 14-1G as /Oil Furnac input? 225,000 tuh or Gas /O t Heat Any Fuel Fumac input > 225,000 Btuh? Air System Serving Multiple Zones? opacity of H Heating System > 00,000 Btuh Yes i 1411.1 Intermittent Ignition Device & Power Venting or Damper. If input 225,000 Stull then 1412.6 Modulating or Staged Combustion Controls Required Yes 4 1411.1 0.75 % Maximum Jacket Loss Yes 4 Section 1431.1 Calculations of Total On -Site Energy Input & Ouput Required a (continued on back) Yes Section 1432.2.1 Supply Air Reset Controls Required Yes 1 Section 1432.2.2 Hot Water Supply Temperature Reset Required Mechanical Complex Systems (back) MECH -COMP Revised July 2007 2006 Washington State Nonresidential Energy Code Compliance Forms Yes YUUb vvasrungton otate [NUJ n CoIu uuai a i i i yy ., .0 ., . N , . 0 0% Air Econ Provided? Section 1413 Water Cooled w /Water Econo? Total Cig Capacity w/ Water Econo <500 Tons pply Air >5,0�� cfm & OSA > 70% otor Incl. gpmt Covr'd by Tbl 14- 1A -14- 1G? EER 10% Better than Code tal Cap. / cono <= 480,00 Btuh or 20% of otal Cap. Section 1436 50% Effective Heat Recovery Required Multi-speed Motor in Multi - eed system? Yes Yes Yes Yes DONE Yes.. ystem or Zon w/ Simultaneous Htg. & Clg.? Application Involves Variable Flow? Yes■ Yes—f Yes Section 1435 Zone Controls Must Reduce Supply Air Quantity Before Reheating /Recooling No Yes Section 1439.1 No Heating or Cooling for at Least 50% of Make -up Air Yes No—■ Yes—! Section 1433 Economizer Required Yes Section 1437 Motors Must Meet Efficiencies in Table 14-4 Yes Section 1438 Variable Flow Devices Required Yes Section 1439.2 One Required: a. 50% VAV Exhaust & Make -up b. 75% Direct Makeup w/ Tempering Only c. Heat Recovery per 1436 d. Constant Volume w/ < 50fpm Face Velocity Yes Electric Motors ' . ' ' • 2005 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address SPACE #1125 Date 12/20/2007 Complete the following for all design A & B squirrel -cage, T -frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). For Building Department Use • Motor No. or Location HP Type (open /closed) Description of Application or Use Synch. Speed Min.Nom. Full load; Efficiency • Minimum Nominal Full -Load Efficiency Open Motors Closed Motors Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14- 1A or 14 -1 B) . 3. Motors that are an integral part (i.e. not easily removed and replaced) of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion - proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is with a less - efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies. Synchronous Speed (RPM) 3,600 1,800 1,200 3,600 1,800 1,200 HP Efficiency ( °/) Efficiency( %) 1.0 - 82.5 80.0 75.5 82.5 80.0 1.5 82.5 84.0 84.0 825 84.0 85.5 2.0 84.0 84.0 85.5 84.0 84.0 86.5 • 3.0 84.0 86.5 86.5 85.5 87.5 87.5 5.0 85.5 87.5 87.5 87.5 87.5 87.5 7.5 87.5 88.5 88.5 88.5 89.5 89.5 10 88.5 89.5 90.2 89.5 89.5 89.5 15 89.5 91.0 90.2 90.2 91.0 90.2 20 90.2 91.0 91.0 90.2 91.0 90.2 25 91.0 91.7 91.7 91.0 92.4 91.7 30 91.0 92.4 92.4 .4 91.7 92.4 9 91.7 40 91.7 7 93.D 93.0 91.7. 93.0 93.0 50 92.4 93.0 93.0 92.4 93.0 93.0 60 93.0 93.6 93.6 93.0 93.6 93.6 75 93.0 94.1 1 93.6 93.0 94.1 1 93.6 100 93.0 94.1 94.1 93.6 94.5 94.1 125 93.6 94.5 94.1 94.5 94.5 94.1 150 93.6 95.0 94.5 94.5 95.0 95.0 200 94.5 95.0 94.5 95.0 95.0 95.0 LUDO VVabIIII1yLut JLGIG I' M '" ' .- ,•..'y II ' 1 1 ' ' 11 - 1 1 ' ► ill 1amGaei G1A 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address SPACE #1125 Date 12/20/2007 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance n. a 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule n. a. 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency n.a. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls n.a. 1412.1 Temperature zones Indicate locations on plans n.a. 1412.2 Deadband control Indicate 5 degree deadband minimum n.a. 1412.3 Humidity control Indicate humidistat n.a. 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types n.a. 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage n.a. 1412.4.2 Optimum Start Indicate optimum start controls n.a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule n.a. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans M01.1 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas n.a. 1422 Thermostat interlock Indicate thermostat interlock on plans n. a. 1423 Economizers Equipment schedule 1413 Air economizers n.a. 1413.1 Air Econo Operation Indicate 100% capability on schedule n.a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb n.a. 1413.2 Water Econo Doc Indicate clg load &water econoe & clg tower performance 0.a. 1413.3 Integrated operation Indicate capability for partial cooling n. a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary M01.01 yes 1414.2 Duct insulation Indicate R -value of insulation on duct M01.01 n.a. 1415.1 Piping insulation Indicate R -value of insulation on piping. Completion Requirements 1416 n.a. 1416.2.1 Commissioning Provide commissioning plan n.a. 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing n.a. 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training n.a. 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report n.a. 1434 Separate air sys. Indicate separate systems on plans yes Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer MO2.3 -r rr, - A ..i • , I -.• ections ••i - • • 1440 Service water htg. n.a. 1441 Elec. water heater Indicate R -10 insulation under tank n.a. 1442 Shut -off controls Indicate automatic shut -off n.a. 1443 Pipe insulation Indicate R -value of insulation on piping n.a. 1452 Heat Pump COP indicate minimum COP of 4.0 n.a. 1452 Heater Efficiency Indicate pool heater efficiency n.a. 1453 Pool heater controls Indicate switch and 65 degree control n.a. 1454 Pool covers Indicate vapor retardant cover n.a. 1454 Pools 90+ degrees Indicate R -12 pool cover t` Zuun vvasningll i7LGLC NUMCaiucu ua " yy . If "no" is circle f ul or any question, provide explana ion. Mechanical Permit Plans Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G, If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper Is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings> 225,000 Btu /h (65 kW), including electric fumaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone Is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 7D degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. .Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time fora power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed fora period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High - Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a, An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of Individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4, Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry - bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and Internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air- cooled heat rejection equipment may use a 35 ° F dry -bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water- cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: • 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter. 13. These requirements include Insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 Mechanical Permit Plans Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G, If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper Is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings> 225,000 Btu /h (65 kW), including electric fumaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone Is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 7D degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. .Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time fora power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed fora period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High - Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a, An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of Individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4, Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry - bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and Internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air- cooled heat rejection equipment may use a 35 ° F dry -bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water- cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: • 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter. 13. These requirements include Insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying L.UVV V V 0011111 LVl I VLGGw I II 1.0,.. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set- up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating Is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 000 EXCEPTIONS: 1. Boilers. 2, Radiant heaters, 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. 2. are isolated from the exterlorwith an automatic shut -off damper complying with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14 -5 requirements. Other ducts and plenums shall be thermally Insulated per Table 14 -5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) October 18, 2007 Tukwila Building Division/Permit Center 6300 Southcenter B1, Suite 100 Tukwila, WA 98188 Tenant Acknowledgment Letter Tenant improvement permit for Victoria's Secret Pink, Tukwila Permit No. 1 01. 4402- is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy (i.e. Open for Business) for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Division. This condition is hereby acknowledged by: Tenant Name: l k TitleI: mocha- cF (,.,c -ocut t... 1 Note that the letter is to be signed by the responsible officer of the tenant (ie business manager, business president, vice president, CEO etc). The contrar F T contact person for the project nor the architect will not be acceptable. DEC 2 1 2007 Ptrtiv11I CENTER c01- ACTIVITY NUMBS: D07 -482 PROJECT NAME PINK DATE 6-4 -08 SI TE AD D RESR 646 SO U TH CEN TER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMBV B I g I son Public Works DETERMINATION OFCOMPLETENESS (rues, Thurs) Complete APPROVALS 0 CORRECTIONS Documenterouting gip.doc 228-02 PLAN Rtl/IX111 /ROTING SUP Fire Prevention ❑ Structural ❑ Permit Coordinator ❑ Incomplete ❑ Structural Review Required ❑ RB/IEWBR'S IN I11ALS Planning Division DUEDATE 6-5 -08 Not Applicable Comments Ftrrmit Center Use Only INCOMPLETE LETTER MAILED: LETTER OFCOMPLETENEESMAIL®: Departments determined incomplete: Bldg ❑ Fre ❑ Rng ❑ PW ❑ Saff Initials 11J TH U RS RO Id'TING: Please Route REVIEWER'S INITIALS DATE No further Review Required ❑ DUEDATE 7-3 -08 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE 113nnit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections Bldg ❑ Are ❑ Ping ❑ RN ❑ Saff Initials ACTIVITY NUMBER: D07 -482 PROJECT NAME: PINK SITE ADDRESS: 646 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # DATE: 12 -21 -07 Response to Incomplete Letter # Revision # After Permit Issued, DEPARTMENTS: DETERMINATI Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved C Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP N OF COMPLETENESS: (Tues., Thurs.) q it I� Fire Prevention Structural Incomplete n Structural Review Required Approved with Conditions F AA(# IU J\- ( Planning Division Permit Coordinator n DUE DATE: 12-27-07 C Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 01 -24-08 Not Approved (attach comments) n DATE: Not Applicable n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS i DU Icy f 0% data Summary of Revision: Summary of Revision: L frt.% (A{ Vt}- & 4 vp thM1 Cpe h4Af Received by: Received by: '77- Atjea REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION D DATE RECEIVED S STAFF I ISSUED DATE S STAFF Summary of Revision: Received by: r„ I I � PERMIT NO: 1 SITE ADDRESS: t/'{1/ `.Durfit(01J1 Akth, ORIGINAL ISSUE DATE: tql 09) REVISION LOG (please print) (please print) (please print) (please print) (please print) Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, far, etc. Date: c/i/log ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # [j} Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: r / Project Address: Contact Person: 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 C ¥6 141X ce-. 4,- M41 tQ,rc i 4 ea'cay - � Phone Number: .. — Sd 2 -6 D 7 Summary of Revision: De %8r. e:I14 ,fu"- 41 Sheet Number(s): ROD .0 14 04. / A a. / I Ds. / A 4 "Cloud" or highlight all ar of revision including date o revision /o.2_, Received at the City of Tukwila Permit Center by k - Entered in Permits Phis on lapplications\fmms- applications on Itne\rcvision submittal Created: 8 -13 -2004 D. A.& .& Plan ChecWPermit Number: folve D.07- 4 / g-2 Steven M Mullet, Mayor Steve Lancaster, Director C V JUN 0 4 2008 PERMIT CENTER .66-3/07. f , 4 0 7 z A /o-S A/64 f1/ A46.4, ta.7 414,.g Rli. 4 Nim SHREMSHOCK ARCHITECTS, INC. 6130 S. Sunbury Rd. Westerville, OH. 43081 ph: 614.545.4550 fax: 614.545.4555 PROJECT BULLETIN No. 4 To the Contractor: (PLEASE BIND INTO CONTRACT DOCUMENTS) PINK! Westfield Southcenter Store #1449 Spare No.1125 6. 50-. -4 ARCH PROJECT PROJECT No. 07577.R04 email: infixci ::shremsho- k.co http://www.shremshock.com 05/23/08 This bulletin, issued after the execution of the contract, describes proposed revisions of the contract documents and requests from contractor the amount of change, if any, in contract sum to accomplish the work described. It is assumed no change in contract time will be necessary unless contractor submits written request for time extension, including justification, with his proposal for work described in this bulletin. Except, as otherwise described herein, or as shown on drawings issued with this, current contract documents apply to proposed work. This bulletin is not an order to do work. After receipt and review of the proposal requested, a change order will be issued to authorize execution of the work, or portion thereof, if the owner so directs. REASON FOR REVISION. DESIGN CHANGES Submit proposals for the change described herein on Contractor's letterhead. List each item individually as listed below. DRAWINGS INCLUDED WITH THIS BULLETIN: A00.0, A00.1, A02.1, A03.1, A04.1, A05.1, A06.1, A06.3, A07.1, A07.2, A10.2, A10.3, A10.4, A10.5, A10.6, A10.7, A10.8, & A11.1 DRAWING REVISION PROPOSALS: A00.0 — COVER SHEET • Added Revision Information • Added Sheet A10.6, A10.7, and A10.8 to Drawing Index • Revised Sheet A11.1 at Drawing Index. • Revised Area Calculation A00.1 — RESPONSIBILITY SCHEDULE • Voided white metal corner guards (General) A02.1 — CONSTRUCTION FLOOR PLAN • Revised sales floor layout per design change. • Omitted Cashwrap Island. • Added Backwrap and Cashwrap. • Added hooks layout to transition. • Revised detail callouts and notes throughout. • Add dimension clarification note. END OF REVISIONS INITIALS: SMS/RHW A03.1- REFLECTED CEILING PLAN • Revised plan to reflect plan changes. A04.1– REFLECTED LIGHTING PLAN • Revised plan & lighting layout to reflect plan changes. • Voided wrap area ceiling layout detail. • Revised Pendant light fixture detail. • Omitted Neon light in Room #3. A05.1 – FLOOR AND WALL FINISH PLAN • Revised plan to reflect plan changes. • Added elevation callouts M/A07.1, L/A07.2, and M/A07.2. A06.1- PRESENTATION AND FIXTURE PLAN • Revised plan to reflect plan changes. • Revised fixtures layout. A06.3 – GRAPHIC LAYOUT PLAN "toile rug" • Marked as "not used"- GR -2 toile • Revised plan to reflect plan changes. A07.1— INTERIOR ELEVATIONS • Revised all sales floor elevations to match design change • Added Elevation `M'. A07.2--INTERIOR ELEVATIONS • Added Elevations `L' and `M' A103– PINK CABINET ASSEMBLY • Voided details F and R. A10.4– FOCAL PANEL WALL DETAILS • Voided details A, B, and N. A10.5– FOCAL PANEL WALL BENCH DETAILS • Voided details A, and B. A10.6– FOCAL PANEL WALL BENCH DETAILS • Added sheet to set. A10.7– FOCAL PANEL WALL DETAILS • Added sheet to set. A10.8– FOCAL PANEL WALL DETAILS • Added sheet to set. A11.1– PINK ISLAND CASHWRAP DETAILS • Replaced sheet with straight cashwrap and backwrap. • Renamed to Cashwrap / Backwrap Details. License Information License PINNACI94IK3 Licensee Name PINNACLE CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601744941 Ind. Ins. Account Id #1 Business Type CORPORATION Address 1 P.O. BOX 426 Address 2 22060 221ST STREET City GLENWOOD County OUT OF STATE State IA Zip 51534 Phone 7125279745 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/31/2006 Expiration Date 5/31/2008 Suspend Date Separation Date Parent Company PINNACLE CONSTRUCTION INC. Previous License PINNACI044PN Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 MERCHANTS BONDING CO (MUTUAL) WA16600 05/26/2006 Until Cancelled $12,000.00 05/31/2006 Business Owner Information Name Role Effective Date Expiration Date ESTERLING, VONNIE R PRESIDENT 05/31/2006 Look Up a Contractor, Electri" ;In or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= PINNACI941K3 04/14/2008 MAL I. THE G.C. SHALL REVIEW ALL DOCUMENTS, FIELD VERIFY ALL DRAWING DIMENSIONS, INSPECT EXISTING FIELD CONDITIONS AND CONFIRM THAT TI-IE WORK CAN BE BUILT AS SHOWN IN THE CONSTRUCTION DRAWINGS. 2. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS DRAWINGS, THE CONTRACT DOCUMENT DRAWINGS AND THE FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LSD$C PROJECT MANAGER FOR CLARIFICATION BEFORE PROCEEDING WITH WORK. 3. THE G.C. SHALL BE RESPONSIBLE FOR TI-IE LOSS AND /OR DAMAGE OF ALL LSD$C SUPPLIED MATERIALS AND FIXTURES RECEIVED AND ACCEPTED AT THE SITE, WI-ETHER IN CONTRACT OR NOT. 4. THE G.C. SHALL MAINTAIN ALL EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL ,APPLICABLE CODES AND ORDINANCES, FOR THE ENTIRE DURATION OF THE WORK. 5. DURING ALL PHASES OF THE WORK, THE G.G. SHALL NOT DISTURB THE FUNCTIONS AND DELIVERIES OF NEIGHBORING TENANTS. 6. THE G.C. 51-IALL, IN THE WORK OF ALL TRADES, PERFORM ALL CUTTING, PATCHING RESTORING, REPAIRING AND THE LIKE, NECESSARY TO COMPLETE THE WORK AND RESTORE ANY DAMAGED SURFACES RESULTING FROM THE WORK TO THEIR ORIGINAL CONDITION. ALL SAW - CUTTING AND CORING LOCATIONS SHALL BE REVIEWED IN THE FIELD BY L5D$C PROJECT MANAGER AND COORDINATED WITH THE LANDLORD PRIOR TO COMMENCING WORK. ALL ROOF PATCHING SHALL RETURN AFFECTED AREA TO A "LIKE NEW" CONDITION. PRIOR TO PATCHING THE G.C. SHALL VERIFY ANY ROOF WARRANTIES WITH THE LANDLORD. 7. EACH SUBCONTRACTOR SHALL LEAVE THE CONSTRUCTION SITE IN. A CLEAN AND ORDERLY CONDITION UPON COMPLETION OF H15 WORK ON A DAILY BASIS. ALL WASTE, RUBBISH! AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL TRASH, INCLUDING OWNER FURNISHED ITEMS AND TRASH GENERATED BY THE OWNER'S CONTRACTORS FOR THE DURATION OF TINE PROJECT. B. PERMITS FOR FiRE SPRINKLER SYSTEM, FIRE ALARM, SIGNAGE OR ANY OTHER PERMITS REQUIRED BY LOCAL AUTHORITIES ARE TO BE SUBMITTED UNDER SEPARATE APPLICATIONS. El. DURING THE CONSTRUCTION PHASE, THE GENERAL CONTRACTOR SMALL PROVIDE A PORTABLE FIRE EXTINGUISHER, WITH A UL LABEL AND RATING OF NOT LESS THAN 2 -A, TO BE LOCATED WITHIN A 75 FT. TRAVEL DISTANCE OF ALL PORTIONS OF THE PREMISES. 10. A 44 IN. CLEAR EXIT AISLE THROUGH ROOMS TO EXIT DOORS 51-IALL BE MAINTAINED AT ALL TIMES DURING THE CONSTRUCTION PERIOD. 11. EXIT DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHEN SERVING A LOAD OF 50 OR MORE OCCUPANTS. 12. DOORS OPENING INTO AN EXIT CORRIDOR SHALL BE SELF - CLOSING AND 1-IAVE A MINIMUM FIRE RESISTANCE RATING OF 45 MINUTES. 13. FIRE DAMPERS SHALL BE PROVIDED BY THE MECHANICAL SUBCONTRACTOR WHERE DUCTS PENETRATE FIRE -RATED WALLS, FLOORS OR CEILING ASSEMBLIES. 14. ALL EXITS DOORS SHALL BE READILY OPENED FROM EGRESS 5I DE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. GENERAL NOTES 1. PRIOR TO THE STORE OPENING, THE GENERAL CONTRACTOR SHALL PROVIDE (1) ONE (30) YARD TRASH CONTAINER FOR REMOVAL OF ALL MERCHANDISE PACKING. 2. THE GENERAL CONTRACTOR SHALL COMPLETE ALL REQUIRED INSPECTIONS BY CONSTRUCTION COMPLETION DATE AND WILL FURNISH THE STORE MANAGER WITH THE CERTIFICATE OF OCCUPANCY. IN ADDITION, THE GENERAL CONTRACTOR SHALL PROVIDE A LIST OF THE NAMES, ADDRESSES AND TELEPHONE NUMBERS OF ALL SUBCONTRACTORS INCLUDING ALL LSD$C PROVIDED SUBCONTRACTORS. BOTH OF THESE ITEMS SHALL 5E MOUNTED IN SEPARATE B 1/2" X 1V' PICTURE FRAMES, AT FACE HEIGHT, ON TI-IE REAR OF THE MANAGER'S OFFICE DOOR, TI-IE GENERAL CONTRACTOR WILL SEND A COPY OF BOTH OF THESE ITEMS TO THE LSD$C CONSTRUCTION MANAGER AND TO THE LIMITED SERVICE CORPORATION. 3. THE GENERAL CONTRACTOR SHALL TURN OVER ALL KEYS TO THE STORE MANAGER. EACH KEY SHALL BE CLEARLY MARKED FOR IDENTIFICATION. 4. UPON COMPLETION OF TI-IE WORK, THE GENERAL CONTRACTOR SHALL PROVIDE FOR A FINAL CLEANING TO BE PERFORMED BY A PROFESSIONAL CLEANING SERVICE. THE ENTIRE STORE SHALL BE THOROUGHLY CLEANED BEFORE TURNING THE STORE OVER TO L5D$C. CLEANING TO INCLUDE THE STRIP, SEAL, WAX AND BUFF OF THE NON SALES AREA FLOORS AND LIGHT CLEANING AFTER MERCHANDISING. 5. SUPERINTENDENT MUST REMAIN ON JOB SITE THROUGH COMPLETION OF THE PUNCH LIST 6. SUPERINTENDENT MUST BE ON JOB SITE DURING MERCHANDISE DATES 7. UPON COMPLETION OF WORK, WE CONTRACTOR WILL DEMONSTRATE THE OPERATION OF ALL SYSTEMS TO THE STORE MANAGER. THIS INCLUDES ELECTRICAL, MECHANICAL, PLUMING, SOUND, SECURITY, PAGING SYSTEMS AND THE OPERATION OF ROLLING GRILLES. B. G.C. TO PROVIDE TEMPORARY ASSISTANCE FOR MERCHANDISING DEPARTMENT BY AIDING IN THE DELIVERY AND POSITIONING OF FIXTURES, AS NEEDED. q. ALL FLOOR FIXTURES, PROPS, MANNEQUINS AND HARDWARE TO BE UNBOXED AND POSITIONED PER PLANS PRIOR TO PUNCH LIST WALK THROUGH. COMPLETE PPL TO BE SUBMITTED TO LSD$C PM AND LSD$C PURCHASING AGENT BY PUNCH LIST WALK THROUGH. TURN OVER REQUIREMENTS ARCHITECTURAL/ STRUCTURAL ELEMENT ALUM. STOREFRONT SYSTEM/ WINDOW MULLION SYSTEM AUTOMATIC DOORS/ SECURITY GRILLES DOOR HARDWARE STOREFRONT FRAMING/ 18 GA. OR HEAVIER FRAMING STRUCTURAL STEEL FRAMING STOREFRONT METAL BASE SIGNAGE DESIGNED AND /OR DESIGNATED BY: ARCHITECT ARCHITECT ARCHITECT FRAMING CONTRACTOR STRUCT. ENGINEER ARCHITECT LSD$C SUBMITTAL REVIEWED BY: LSD*C PM LSD*C PM LSD*C PM STRUCT. ENGINEER PROJECT DESIGNER PROJECT DESIGNER S Is P INSPECTION REQUIRED/BY: NO NO NO NO TESTING AGENCY SHOP DRAWING /SUBMITTAL REQUIREMENTS N PLAN DETAIL REFERENCE SHEET NUMBER PLAN SECTION REFERENCE SHEET NUMBER SECTION DETAIL REFERENCE SHEET NUMBER ELEVATION REFERENCE SHEET NUMBER • /BLDG SECTION REFERENCE - xx /Axx.x ELEVATION HEIGHT TARGET X' - Y" A.F.F. LOCATION IN SPACE LOCATION LAYOUT ORIGIN DOOR NUi`iBER CODED NOTE REVISION SYMBOL TRIM DESIGNATION REVISION CLOUD CEILING HEIGHT CEILING FINISH ADDITIONAL NOTES FINISH CALL -OUT ADDITIONAL NOTES I TI ? GRAPHIC CALL -OUT • 1.KK LAYOUT POINT . 0 •FINISH • r� •FINISH • NOTE NOTE IPKI ? PKFI ? SYMBOL LEGEND M ABV ABOVE ACT ACOUSTICAL CEILING TILE A.F.F. ABOVE FINISH FLOOR ALUM ALUMINUM A.W.I AMERICAN WOOD INSTITUTE BD BOARD BLKG BLOCKING EVW HACKWRAP CL CENTERLINE CLG CEILING C.M. CONSTRUCTION MANAGER COL COLUMN CONC CONCRETE CONSTR CONSTRUCTION CONT CONTINUOUS CM CASHWRAP C/C CENTER TO CENTER DIA. DIAMETER EA EACH ELEV ELEVATION E.P.A. ENVIRONMENTAL PROTECTION AGENCY EQ EQUAL (E) EXISTING EXT EXTERIOR FD FLOOR DRAIN FIN FINISH FL FLOOR FLG FLOORING FLUOR FLUORESCENT F.O. FINISHED OPENING F.R.T. FIRE RESISTIVE TREATED FR FITTING ROOM G.C. GENERAL CONTRACTOR GYP.BD GYPSUM BOARD H.C. HANDICAPPED I-IDF HIGH DENSITY FIBERBOARD I-IGT HEIGHT HORIZ HORIZONTAL H.M. HOLLOW METAL HR HOUR HVAC HEATING, VENTILATION, AIR CONDITIONING INCAND INCANDESCENT INT INTERIOR LAV LAVATORY L.L. LEASE LINE LSD*C LIMITED STORE DESIGN $ CONSTRUCTION MAX M.D.F. MECH MFG MISC MIN MTL N.I.C. N.P. N.T.S. 5. O.C. OPNG OPP. HAND PL FLEX PLYWD PREFI N PM RAD REQD (REF) R.D. SECT 51-IT 51M STC SQ S.F. STL STRUCT TEMP THRU TIP U.L. U.O. V.C. VERT V.I.F. W/ WD W/O W.I.G. MAXIMUM MEDIUM DENSITY FIBERBOARD MECHANICAL MANUFACTURER MISCELLANEOUS MINIMUM METAL NOT IN CONTRACT NEUTRAL PIER NEI* NOT TO SCALE ON CENTER OPENING OPPOSITE HAND PLATE PLEXIGLASS PLYWOOD PREFINISHED PROJECT MANAGER RADIUS REQUIRED REFERENCE ROUGH OPENING SECTION SHEET SIMILAR SOUND TRANSMISSION COEFFICIENT SQUARE SQUARE FEET STEEL STRUCTURE TEMPERATURE THROUGH TYPICAL UNDERWRITERS LABORATORI UNLESS OTHERWISE NOTED VOLUME CONTROL VERTICAL VERIFY IN FIELD WITH WOOD WITHOUT WOOD INSTITUTE COUNCIL ABBREVIATIONS VICINITY MAP L K LEVEL 1 OF 3 /2\ PINK! SPACE #1125 PUBLIC TOILET FACILITIES (APPROX TRAVEL DISTANCE : 400') KEY PLAN J MASTER BULLETIN UPDATE SCHEDULE b YES NO • BURGLAR ALARM CCTV MONITOR SECURITY REQUIREMENTS DRAWING INDEX G ARCHITECTURAL A00.0 AOO.A A00.1 A00.2 A00.3 A00.4 COVER SHEET LANDLORD REQUIREMENTS '`=-1 (SHEET ADDED) RESPONSIBILITY SCHEDULE FINISH AND DOOR SCHEDULES NOTES AND LEGENDS BARRICADE PLAN * DETAILS A01.1 LEASE PLAN A02.1 CONSTRUCTION FLOOR PLAN A03.1 REFLECTED CEILING PLAN A04.1 REFLECTED LIGHTING PLAN A05.1 FLOOR FINISH PLAN A06.1 PRESENTATION * FIXTURE PLAN A06.3 GRAPHIC LAYOUT PLAN A07.1 INTERIOR ELEVATIONS A07.2 INTERIOR ELEVATIONS A08.1 STOREFRONT ELEVATION AND PLAN A08.2 STOREFRONT DETAIL5 A08.3 STOREFRONT DETAILS A08.4 STOREFRONT SECTION A10.1 NOT USED A10.3 PINK CABINET ASSEMBLY A10.4 FOCAL PANEL WALL DETAILS A10.5 FOCAL PANEL WALL BENCH DETAILS 0 - •� - ' _ .. - r AILS Al . .7 FOCAL PA EL WALL D Al A10.8 FOCAL PANEL WALL DETAILS Al1.1 CASHWRAP/BACKWRAP DETAILS Al2.1 PARTITION DETAILS Al23 CEI LING DETAI L5 Al2.4 DOOR AND JAMB DETAILS Al2.7 CONSTRUCTION DETAILS A13.1 TOILET ROOM DETAI A13.2 NOT USED A13.3 PINK FITTING ROOM DETAILS A13.4 PINK FITTING ROOM DETAILS A14.1 STOCKROOM ,PELVING ASSEMBLY A14.2 NOT USED / \ A14.3 NON -SALES ROOM DETAILS AI4.6 NOT USED /2 A14.7 STOCKROOM SHELVING DETAILS A15.1 A15.2 A153 A15.4 SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS PROHIBITION ON REUSE; COPYRIGHT NOTICE: ELECTRICAL EOI.I ELECTRICAL SPECIFICATIONS E02.1 E02.2 E02.3 E03.1 E03.2 E033 ELECTRICAL ELECTRICAL ELECTRICAL ELECTRICAL ELECTRICAL ELECTRICAL E04.1 ELECTRICAL DETAILS E04.2 ELECTRICAL DETAILS E04.3 ELECTRICAL DETAI E04.4 ELECTRICAL DETAILS FIRE PROTECTION MECHANICAL P02.1 PLUMBING PLAN P02.2 PLUMBING ISOMETRICS P03.1 PLUMBING DETAILS STRUCTURAL POWER PLAN POWER PLAN POWER PLAN NOTES MO2.1 MECHANICAL PLAN MO2.2 NOT USED MO2.3 MECHANICAL PLAN NOTES LIGHTING PLAN LIGHTING PLAN LIGHT FIXTURE SCHEDULE E05,1 ELECTRICAL PANELS AND RISER DIAGRAM F01.I FIRE ALARM PLAN F01.2 FIRE ALARM PLAN F01.3 FIRE ALARM PLAN NOTES AND DTLS F02.1 FIRE SPRINKLER HEAD PLAN F02.2 NOT USED F02.3 FIRE PROTECTION SPECIFICATIONS AND DTLS M01.I MECHANICAL SPECIFICATIONS M03.1 MECHANICAL DETAILS M04.1 MECHANICAL RESPONSIBILITY SCHEDULES PLUMBING P01.1 PLUMBING SPECIFICATIONS 501.1 STRUCTURAL SPECIFICATIONS AND NOTES 502.1 STOREFRONT FRAMING PLAN 503.1 STRUCTURAL CONSTRUCTION DETAILS THESE DRAWINGS AND SPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE CONTEMPORANEOUSLY W ITH THEIR ISSUE DATE. THEY ARE NOT INTENDED FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. REUSE OF THESE DRAWINGS AND SPECIFICATIONS, OR ANY REPRODUCTION THEREOF, ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS EXPRESSLY AUTHORIZED IN WRITING BY LIMITED STORE PLANNING, INC., D/B /A LIMITED STORE DESIGN AND CONSTRUCTION (L5D$C). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF L5DSC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH LSD$C. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE LSD$C. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND SPECIFICATIONS MUST BE RETURNED TO LSD$C UPON COMPLETION OF THEIR INTENDED USE, UNLESS OTHERWISE AGREED BY THE LSD$C. 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 11'10; KNOWN AS THE ARCHITECTURAL WORK5 COPYRIGHT PROTECTION ACT OF 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. E STORE TYPE; LOCATION: BUILDING LEVEL: APPLICABLE CODES: OCCUPANCY GROUP: SEISMIC ZONE: OCCUPANCY LOAD BREAKDOWN: REQUIRED EXITS: MAX. TRAVEL DISTANCE: RESTROOM REQUIREMENTS: ACCESSIBILITY REQUIREMENTS: PINK! SEATTLE, WA I OF: 2 BUILDING: WSBC- 2006 IBC W /AMMENDMENTS PLUMBING: WSPC- 2006 UPC W/AMMENDMENTS MECHANICAL: WSMC - 2006 INC VI/AMENDMENTS ELECTRICAL: NEC - 2005 MERCANTILE SEISMIC CATEGORY: "D" AND SITE CLASSIFICATION: "D" CONSTRUCTION TYPE: II -B FIRE RESISTIVE REQUIREMENTS: DEMISING WALL (1 HOUR) SALES/NON -SALES WALL 1-LOUR) CEILING (0 HOUR - CLASS "A" MATERIALS) COLUMNS (0 I -LOUR) FIRE SPRINKLERS: ENTIRE SALES AND NON-SALES AREA OF THE STORE 15 TO RECEIVE AN AUTOMATIC FIRE SPRINKLER SYSTEM AS PER APPROVED FIRE PROTECTION P • NS SALES AREA NON -SALES A NUMBER OF EXITS REQUIRED: 2 200 FEET WATER CLOSETS: 1 MALE LAVATORIES: 1 MALE URI NALS DRINKING FOUNTAINS PUBLIC ACCESS UNISEX IS PERMITTED TOTAL = 106 NUMBER OF EXITS PROVIDED: 2 NA HI /LO PROVIDED PROVIDED NO I FEMALE I FEMALE AMERICANS WITH DISABILITIES ACT - CODE SYNOPSIS THIS PROJECT IS THE TENANT BUILD OUT OF A NEW SPACE IN NEW ADDITION TO THE MALL TO BECOME A NEW "PINK" RETAIL APPAREL STORE. WORK IS TO INCLUDE, BUT NOT BE LiMITED TO, THE CONSTRUCTION OF FLOORING, WALL CONSTRUCTION, AND CEILINGS. SCOPE OF WORK C FILE COPY . Permit No., • - 1- Pier review approval is subject to errors and ins. Approval of construction documents does net authorim the violation of any adopted code or °miaow. Rat or approved Field and conditions is : By../c. PVT L2P Date: -29 16 I-or city of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan resew fees. 1 SQUARE FOOTAGE CALCULATIONS: GROSS SQUARE FOOTAGE TOTAL SALES SQUARE FOOTAGE TOTAL (INCLUDES ALL THE ROWS WITH I11! ) NON SALES SQUARE FOOTAGE TOTAL (INCLUDES ALL THE ROWS WITH ❑ ) SALES SQUARE FOOTAGE SUMMARY: ROOM 1 ROOM 2 ROOM 3 ROOM 4 ROOM 5 FITTING ROOMS CA5HWRAP NON SALES SQUARE FEET SUMMARY: RESTROOMS HALLWAY /CORRIDOR ELECTRICAL EQUIPMENT BREAK AREA/ROOM MANAGER'S OFFICE DSM /RSM OFFICE UNIMPROVED STOCK STOREFRONT: TOTAL SEPARATE PERMIT REQUIRED FOR #MechaniCai L E: Plumbin Gas Pig City of Tukwila BUILDING DIVISION 4, 2% S.F. 3 , 067 S.F. 72% 1,209 S.F. 28% ❑ 990 S.F. 845 S.F. 966 S.F. S.F. S.F. 266 S.F. 146 S.F. 135 S.F. ❑ 243 S.F. ❑ 42 5.F. ❑ 141 S.F. ❑ 9� S.F. ❑ 5.F. ❑ S.F. ❑ 552 S.F. ❑ 30 L.F. AREA CALCULATION A Li PINK! STORE NO. 0501449 WESTFIELD SOUTHCENTER SPACE NO. *1125 633 SOUTHCENTER SEATTLE, WA 98188 TENANT VICTORIA'S SECRET THREE LIMITED PARKWAY COLUMBUS, OHIO 43230 (614) 415 -7000 TENANT'S REPRESENTATIVES PROJECT MANAGER: JERRY VAN ZANT (614) 415 --2825 PURCHASING AGENT BECKY SUCK (614) 415 -4158 PROJECT DESIGNER: MARTA Si" 1 U RZYNSKA (614) 415 -1174 MIGI -IAEL LOPEZ (212) 904 -7713 DEVELOPER kESTFI ELD CORPORATION 11601 N I LSI-I I RE BLVD 12T1-1 FLOOR LOS ANGELES, CA 98188 310478 -4456 TENANT COORDINATOR JOSI -I KIMMEL 310-893-.4761 CONSULTANTS ARCHITECTURAL SNREI"iSNOCK ARGNITEGTS INC. MIKE SULLIVAN II 6130 S. SUNBURY ROAD W ESTERV I LLE, 01-110 43081 (614) 545 -4550 MECHANICAL / ELECTRICAL LARSON BINKLEY, INC. GREG MCFARLAND 6363 COLLEGE BOULEVARD, SUITE 400 OVERLAND PARK, KS 66211 ( 383 -2621 STRUCTURAL PAUL J. FORD CRAIG M E I ERI -IOF F ER 250 E. BROAD STREET -STE 1500 COLUMBUS, 01--HO 43215 (614) 221 -6679 GENERAL CONTRACTOR PINNACLE CONSTRUCTION, INC. COLBY ESTERLING 22060 SCUM 1-4N1r 385 GLENNOOD, IA 51534 (712) 527 -9745 SCOPE: DESIGN TYPE: LSD &C PROJECT #: LSD &C PROJECT ISSUED: BID DATE: REVISIONS REQUIRED BY: BUILDING DEPARTMENT COMMENTS LANDLORD COMMENTS/ DESIGN CHAGNES/MASTER UPDATES DESIGN COMMENTS/ FIELD CONDITIONS DESIGN CHANGES * INDICATES NO REVISION TO THIS SHEET NEW PINK! 00052394 01/25/08 03/21 /08 04/18/08 05/23/08 I ( ' PACKAGE: GENERATION: A/E PROJECT #: E E m 0) * i iF !( RECEIVED CITY OF TUKW ILA JUN 042008 PERMIT CENTER 07577 NUMBER: 00052394 DECEMBER 14, 2007 DECEMBER 17, 2007 DATE REQUIRED BY: DATE A 111111 M. ,D * IN I CATES NO REVI ION TO THIS EET 1 NON -SALES STOCKROOM 01.1 GE„ i 101, ncroutI,;1.o Io GCY Li NON -SALES FLOORING AND BASE • 6 REAR SERVICE DOOR ALARM, PANIC HARDWARE o 0 SURFACE MOUNTED STANDARDS, BRACKETS, LADDER NOOKS, CLIPS, MOUNTING HARDWARE, ETC. • 0 14ANGROD, BRACKENS, END CAPS, CONNECTORS FOR NON -SALES 0 41 3/4" SHELVING FIXED FLEXIBLE SHELVING BRUSHED STAINLESS STEEL CORNER GUARDS 0 0 EMPLOYEE LOCKERS I, 0 PROVIDED BY OPERATIONS G.C. TO SECURE TO WALL = BULLETIN BOARDS • • MANAGER'S OFFICE AND EMPLOYEE FURNITURE 0 0 PROVIDED BY OPERATIONS DRAWING PLAN TUBE a o HARDWARE STORAGE BINS ASSEMBLED BY G.C. /1\ TABLES AND CHAIRS o 5 PROCESSING WORK STATION 0 0 PROVIDED BY OPERATIONS HANGER MANAGEMENT STORAGE CART WOOD SUPPORT OR BLOCKING 0 I FLOOR MOP SINK W/ 42" H05E FRICTION TYPE MOP 1- (OLDER e • PERSONAL COMPUTER CART PROVIDEO BY OPERATIONS MOBILE SHELVING AND HARDWARE ROLLING MARKETING CART • 5 ASSEMBLED BY G.G. TOILET ROOMS RESTROOM TILE $REFER TO TOILET ROOM - SHEET A13.I GROUT AND SEALANT o 5 HANDICAPPED LAVATORY ACCESSORIES * PLUMBING FIXTURES (IF APPLICABLE) o o LAVATORY ACCESSORIES 4 PLUMBING FIXTURES 5 o LAVATORY MIRROR 0 o FRAME TRIM BY LSDnC FRAME BY G.G. TOILET PAPER HOLDER EXHAUST FAN HAND DRYERS o o WALL INSULATION HANDICAPPED SIGNAGE o o 141 /L0 HANDICAPPED DRINKING FOUNTAIN 0 0 PER LOCAL CODE, WHERE APPLICABLE. SEE PLAN. SCHOOL HOUSE HOOK (48" MAX. HIGH PER ADA) 5 e SAME AS FITTING ROOM REFER TO TOILET ROOM - PARTITIONS (IF REQUIRED) - SHEET AI3.1 = WATER PROOF MEMBRANE (IF REQUIRED) //�� /�\ MANAGERS' OFFICE CEILING o 0 FLOORING AND BASE o so to VCT _ FURNITURE 0 • SAFE o o o BOLTED TO GROUND MECHANICAL MECHANICAL WORK (AS SPECIFIED) o 0 SEE MECHANICAL DRAWINGS PLUMBING PLUMBING WORK (AS SPECIFIED) SEE PLUMBING DRAWINGS FIRE PROTECTION FIRE PROTECTION WORK (AS SPECIFIED) 0 0 SE=E FIRE PROTECTION DRAWINGS ELECTRICAL ELECTRICAL WORK (AS SPECIFIED) el 0 SEE ELECTRICAL DRAWINGS STRUCTURAL /SPECIALTIES STRUCTURAL WORK (AS SPECIFIED) 0 SEE STRUCTURAL DRAWINGS fl . ....a. CI I1.1IIQLICh 121/1 111.112T AI I Ch �V !C\I I IA STOREFRONT IN -WALL BATT INSULATION BREAK METAL BASE STOREFRONT PLASTER FINISH STOREFRONT SWING DOORS 4 HARDWARE STOREFRONT SLIDING DOORS 4 HARDWARE STOREFRONT STONE GROUT AND SEALANT THINSET STOREFRONT GLAZING INCLUDING �IDELIGHT3 STOREFRONT GLAZING STOREFRONT GLAZING CLIPS STOREFRONT SIGNAGE STOREFRONT SIGN PANEL STOREFRONT SIGN PANEL STOREFRONT SIGN PANEL VINYL STOREFRONT SIGN PANEL LETTERS MLADE SIGN STOREFRONT GRAPHICS CONCEALED IN -WALL SOLID FRT BLOCKING AT STOREFRONT STOREFRONT STRUCTURAL MEMBERS MALL FLOORING AT STOREFRONT WALK -OFF ENTRY MAT MARKETING GRID DISPLAY WINDOW LIGI -ITING TRANOLUCENT /OPAQUE GLAZING FILMS CONCRETE SIDEWALK WOOD WAINSCOT PANELING WOOD TIMBER TRIM WOOD FLOORING LARGE HARNESS HOOKS WALL COVERING MOSAIC TILE FURNISHED BY INSTALLED BY REMARKS 5EE A06.1 CUSTOM BY SIGN VENDOR SEE STRUCTURAL DRAWINGS SEE FLOOR AND WALL FINISH LA PLAN PRE - PRIMED BY LSD*C, FINISH BY G.C. PRE - PRIMED BY LSD4C, FINISH BY G.G. GENERAL GYPSUM BOARD: CEILINGS, WALLS, ETC. AND REQUIRED FRAMING * BLOCKING CONCEALED IN -WALL WOOD OR METAL BLOCKING FOR ALL ITEMS IN STORE PAINT DOORS, FRAMES 4 HARDWARE DOOR CRIMES LAY -IN CEILING (TILE 4 GRID) FOR SALES AND NON -SALES FIRE EXTINGUISHERS EXIT lr EMERGENCY LIGHTS CEILING ACCESS PANELS (GYP. BD.) TU SALES * NON - SALES LIGHT FIXTURES AND LAMPS FIBERGLASS REINFORCED PLASTIC IN RESTROOMS, EXPOSED NON -SALES WALLS * HALLWAYS ALL FURRING AND METAL STRAPPING FLOOR PROTECTION DURING CONSTRUCTION 1/4 MASONITE SENSORMATIC EQUIPMENT HOOK UP AND TESTING SENSORMATIC PANEL INSTALLATION SOUND SYSTEM/ SPEAKERS SO UND SYSTEM PRE -WIRE TRAFFIC COUNTERS TRAFFIC COUNTER CONDUIT SECURITY' MONITORS SECURITY MONITOR CONDUIT SECURITY MONITOR WIRING SECURTY MONITOR STRUCTURAL SUPPORT CCTV SECURITY DOMES CCTV SECURITY SYSTEM EQUIPMENT CCTV SECURITY SYSTEM POWER CCTV CAMERA SECURITY BURGLAR ALARM BURGLAR ALARM WIRING BURGLAR ALARM POWER STUB -UP PRE- WIRING ZINC DIVIDER STRIP AROMASYS DELIVERY BUZZER SYSTEM DOOR CHIMES ALL MIRRORS MIRROR J- CHANNELS AND BACKING MIRROR TRIM TELEPHONE/ELECTRICAL PANEL SURFACE MOUNTED STANDARDS (84 ") INTERIOR GROUT INTERIOR THINSET DEMISING WALL FRAMING- EXISTING DEMISING WALL GYP. BD. FLOOR PREPARATION 4 LEVELING CONCRETE SLAB FIB eATC�II�1C� / —EI DEMOLITION /BARRICADE GRAPHICS AND LOGOS, PACKAGE I PAINT FINISH TEMPORARY POWER BARRICADE REMOVAL F.R.T. AS REQUIRED SEE DOOR SCHEDULE FOR D(CEPTIONS. SEE SALES- FITTING ROOM CATEGORY FOR FITTING ROOM DOORS LOCATE ON NON SALES SIDE FOR SALES TO NON -SALES DOOR ONLY LAY -IN TILE IN STOCKROOM AND HALLWAY RATED AND NON -RATED AS REQUIRED IF APPLICABLE 1/8" MASONITE IF APPLICABLE DEPTH REQUIRED FOR SENSORMATIC DEVICE FROM STOREFRONT TO BACK OF MOUSE PHASED PROJECTS ONLY VERIFY IN FIELD AS REQUIRED AS REQD, COORDINATE W/ LANDLORD AS REQD BY CODE / • G.C.'S EXPENSE REQUIRES L.L. APPROVAL BARRICADE REMOVAL 15 BY TENANT'S GC WITH PERMISSION FROM MALL MANAGEMENT - F .- • . • CV • l^ City Of Tukwila BUILDING DIVISION FURNISHED BY INSTALLED BY REQUIRES L.L. APPROVAL t 1 • 1 IN ACCORDANCE WIT( -I CODES RESPONSIBILITY SCHEDULE ANNOTATIONS: 0: OWNER (LIMITED BRANDS OR VENDOR) G: GENERAL CONTRACTOR L: LANDLORD SHREMSHOCK.ARCHITECTS, INC. 6130 S. SUI W ROAD }} : WESTE 4 Ow 614 -545 = p a °� N auip Iv °os� • n .4 ca =o F O O u � U V D fl gy m , N 6 zz c s 0 La ••:r r� a s II I 0= - 0 a = 4 H Z • w W o m ¢J z a d C „t 0 W Li 0 w 4 . c . 7, w W W y h w ° W ° a - • cc tO CC • a = — T r z 1 H ° S w > - a4 wZ� = _2= c W 0 Oxo D a 44 b � r to r U m 0 821 W W W ° W 2 NN 0 PC (n ° W 0_ 0 0 o q_ 2 d r 0 d= W 0 INDICATES NO REVISION TO THIS sliECT DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: Lo 0 N N � _ 0 9 L, 02 y CD Wz - W • 2 C u ] W W a W Cd LL. m o o `-J Fe W F r — � a W w C J - 0 cc Uc � r O = w w U = enWa 01- s o a ° Z = C 1 j g — , - O W W r W m o W = = W 0 a V_ - = v1 = 0 w z ° z = W 4E7 a ° C ° M ~ W N W ZE 0 0_ a h a = ° W W Y p_ H W 2 _ = W 0n 2- Ha Cr Q u REVISIONS: a 0 2 = - = W -7 5, 1 a = s 0 0 c n K 0 w d C] 00 = O NI-U C W [[w!1 0 N r C 1 a L w 0• � � a 0 4 d s a o C 0 U W 4741 C = 8= O en CD W °- a 0 0 4 O t.5 L] a 0 s = N O a = = . O y _1 0 E L4 a 2z7 0 a W = - La 0 == t, Lau -O =. a tn_ CD ° = W ly n >- L) ( n 0 2 h=0 ¢ = 1- u, = 3 0 0 w 2 y N CD ° HYW • 2w CTU w W U Q x W u h f R EQUIRED BY: DATE 01/25/03 DLORD COMME D CHANGE R UPDATES 03/21/08 04/18/05 DESIGN CHANGES 0 JUN 0 4 2008 PERMIT CENTER DRAWING NUMBER: /\ (44 12/14/2007 ML NAW RHW /RIC RESPONSIBILITY SCHEDULE CABINETS /FIXTURES rvnnL�nw ii■ IIWIMLVr.V L7■ n17IARYt�7 o c I. o c � CABINET FINISH GRADE MDF • CA5HWRAPS AND BACKWRAPS 5 FURNITURE, FIXTURES PRESENTATI ITEMS • CABINETWORK (PREFINISHED) * ACCESSORIES PINK FITTING ROOMS FITTING ROOM SCHOOL HOUSE HOOKS • G.C. TO PROVIDE BLOCKING HINGE DOOR STOP - ALL FITTING ROOMS • FITTING ROOM STADIUM FOLDING CHAIR ® • SEE A13.4 FOR DETAILS HANDICAP FITTING ROOM BENCH CARPET CARPET BINDER BAR EDGE STRIPS • CARPET SHIELD • FITTING ROOM I DOORS, FRAMES, AND HEADERS • PREPRIMED PAGING SYSTEM • PAGING SYSTEM COVERS g PAGING SYSTEM PRE- WIRING I WALL MOUNTED MIRRORS ® SEE A13.3 FOR DETAILS MIRROR TRIM • SEE A13.3 FOR DETAILS REAR VIEW MIRROR • SEE A13.4 FOR DETAILS TRIM PACKAGE SEE A13.4 FOR DETAILS MIRROR PLYWOOD BACKER • SEE A13.3 FOR DETAILS WAINSCOT WALL PREPRIMED WALL COVERING • SALES AREA WALL MOUNTED HANGBARS AND BRACKETS OTHER INTERIOR SIGNAGE MILLWORK # MOLDED PIECES INTERIOR WALL GRAPHICS - SEE ELEVATION FOR LOCATIONS WALL GRAPHICS BLOCKING SEE ELEVATION FOR MOUNTING WEIGHT ITEMS CNO UNCRATE, ASSEMBLE FIXTURES G.G. TO UNCRATE, ASSEMBLE Q CLEAN PUCK PANELS PINK CABINET FRAMING HANGERTIGHTS AT CASHWRAPS ALL NEON SIGNS Q WAINSCOT WALL PREPRIMED RUNNING TRIM PRE FRIMED PAINTED FLOOR GRAPHIC WOOD FLOORING WALL COVERING FOCAL PANEL GRAPHIC A MIRROR TRIM • SEE SHEET AI3.3 FOR DETAILS MIRROR PLYWOOD BLOCKING MIRROR GLASS Ih • • 0 o o 0 o o fl . ....a. CI I1.1IIQLICh 121/1 111.112T AI I Ch �V !C\I I IA STOREFRONT IN -WALL BATT INSULATION BREAK METAL BASE STOREFRONT PLASTER FINISH STOREFRONT SWING DOORS 4 HARDWARE STOREFRONT SLIDING DOORS 4 HARDWARE STOREFRONT STONE GROUT AND SEALANT THINSET STOREFRONT GLAZING INCLUDING �IDELIGHT3 STOREFRONT GLAZING STOREFRONT GLAZING CLIPS STOREFRONT SIGNAGE STOREFRONT SIGN PANEL STOREFRONT SIGN PANEL STOREFRONT SIGN PANEL VINYL STOREFRONT SIGN PANEL LETTERS MLADE SIGN STOREFRONT GRAPHICS CONCEALED IN -WALL SOLID FRT BLOCKING AT STOREFRONT STOREFRONT STRUCTURAL MEMBERS MALL FLOORING AT STOREFRONT WALK -OFF ENTRY MAT MARKETING GRID DISPLAY WINDOW LIGI -ITING TRANOLUCENT /OPAQUE GLAZING FILMS CONCRETE SIDEWALK WOOD WAINSCOT PANELING WOOD TIMBER TRIM WOOD FLOORING LARGE HARNESS HOOKS WALL COVERING MOSAIC TILE FURNISHED BY INSTALLED BY REMARKS 5EE A06.1 CUSTOM BY SIGN VENDOR SEE STRUCTURAL DRAWINGS SEE FLOOR AND WALL FINISH LA PLAN PRE - PRIMED BY LSD*C, FINISH BY G.C. PRE - PRIMED BY LSD4C, FINISH BY G.G. GENERAL GYPSUM BOARD: CEILINGS, WALLS, ETC. AND REQUIRED FRAMING * BLOCKING CONCEALED IN -WALL WOOD OR METAL BLOCKING FOR ALL ITEMS IN STORE PAINT DOORS, FRAMES 4 HARDWARE DOOR CRIMES LAY -IN CEILING (TILE 4 GRID) FOR SALES AND NON -SALES FIRE EXTINGUISHERS EXIT lr EMERGENCY LIGHTS CEILING ACCESS PANELS (GYP. BD.) TU SALES * NON - SALES LIGHT FIXTURES AND LAMPS FIBERGLASS REINFORCED PLASTIC IN RESTROOMS, EXPOSED NON -SALES WALLS * HALLWAYS ALL FURRING AND METAL STRAPPING FLOOR PROTECTION DURING CONSTRUCTION 1/4 MASONITE SENSORMATIC EQUIPMENT HOOK UP AND TESTING SENSORMATIC PANEL INSTALLATION SOUND SYSTEM/ SPEAKERS SO UND SYSTEM PRE -WIRE TRAFFIC COUNTERS TRAFFIC COUNTER CONDUIT SECURITY' MONITORS SECURITY MONITOR CONDUIT SECURITY MONITOR WIRING SECURTY MONITOR STRUCTURAL SUPPORT CCTV SECURITY DOMES CCTV SECURITY SYSTEM EQUIPMENT CCTV SECURITY SYSTEM POWER CCTV CAMERA SECURITY BURGLAR ALARM BURGLAR ALARM WIRING BURGLAR ALARM POWER STUB -UP PRE- WIRING ZINC DIVIDER STRIP AROMASYS DELIVERY BUZZER SYSTEM DOOR CHIMES ALL MIRRORS MIRROR J- CHANNELS AND BACKING MIRROR TRIM TELEPHONE/ELECTRICAL PANEL SURFACE MOUNTED STANDARDS (84 ") INTERIOR GROUT INTERIOR THINSET DEMISING WALL FRAMING- EXISTING DEMISING WALL GYP. BD. FLOOR PREPARATION 4 LEVELING CONCRETE SLAB FIB eATC�II�1C� / —EI DEMOLITION /BARRICADE GRAPHICS AND LOGOS, PACKAGE I PAINT FINISH TEMPORARY POWER BARRICADE REMOVAL F.R.T. AS REQUIRED SEE DOOR SCHEDULE FOR D(CEPTIONS. SEE SALES- FITTING ROOM CATEGORY FOR FITTING ROOM DOORS LOCATE ON NON SALES SIDE FOR SALES TO NON -SALES DOOR ONLY LAY -IN TILE IN STOCKROOM AND HALLWAY RATED AND NON -RATED AS REQUIRED IF APPLICABLE 1/8" MASONITE IF APPLICABLE DEPTH REQUIRED FOR SENSORMATIC DEVICE FROM STOREFRONT TO BACK OF MOUSE PHASED PROJECTS ONLY VERIFY IN FIELD AS REQUIRED AS REQD, COORDINATE W/ LANDLORD AS REQD BY CODE / • G.C.'S EXPENSE REQUIRES L.L. APPROVAL BARRICADE REMOVAL 15 BY TENANT'S GC WITH PERMISSION FROM MALL MANAGEMENT - F .- • . • CV • l^ City Of Tukwila BUILDING DIVISION FURNISHED BY INSTALLED BY REQUIRES L.L. APPROVAL t 1 • 1 IN ACCORDANCE WIT( -I CODES RESPONSIBILITY SCHEDULE ANNOTATIONS: 0: OWNER (LIMITED BRANDS OR VENDOR) G: GENERAL CONTRACTOR L: LANDLORD SHREMSHOCK.ARCHITECTS, INC. 6130 S. SUI W ROAD }} : WESTE 4 Ow 614 -545 = p a °� N auip Iv °os� • n .4 ca =o F O O u � U V D fl gy m , N 6 zz c s 0 La ••:r r� a s II I 0= - 0 a = 4 H Z • w W o m ¢J z a d C „t 0 W Li 0 w 4 . c . 7, w W W y h w ° W ° a - • cc tO CC • a = — T r z 1 H ° S w > - a4 wZ� = _2= c W 0 Oxo D a 44 b � r to r U m 0 821 W W W ° W 2 NN 0 PC (n ° W 0_ 0 0 o q_ 2 d r 0 d= W 0 INDICATES NO REVISION TO THIS sliECT DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: Lo 0 N N � _ 0 9 L, 02 y CD Wz - W • 2 C u ] W W a W Cd LL. m o o `-J Fe W F r — � a W w C J - 0 cc Uc � r O = w w U = enWa 01- s o a ° Z = C 1 j g — , - O W W r W m o W = = W 0 a V_ - = v1 = 0 w z ° z = W 4E7 a ° C ° M ~ W N W ZE 0 0_ a h a = ° W W Y p_ H W 2 _ = W 0n 2- Ha Cr Q u REVISIONS: a 0 2 = - = W -7 5, 1 a = s 0 0 c n K 0 w d C] 00 = O NI-U C W [[w!1 0 N r C 1 a L w 0• � � a 0 4 d s a o C 0 U W 4741 C = 8= O en CD W °- a 0 0 4 O t.5 L] a 0 s = N O a = = . O y _1 0 E L4 a 2z7 0 a W = - La 0 == t, Lau -O =. a tn_ CD ° = W ly n >- L) ( n 0 2 h=0 ¢ = 1- u, = 3 0 0 w 2 y N CD ° HYW • 2w CTU w W U Q x W u h f R EQUIRED BY: DATE 01/25/03 DLORD COMME D CHANGE R UPDATES 03/21/08 04/18/05 DESIGN CHANGES 0 JUN 0 4 2008 PERMIT CENTER DRAWING NUMBER: /\ (44 12/14/2007 ML NAW RHW /RIC RESPONSIBILITY SCHEDULE CABINETS /FIXTURES rvnnL�nw ii■ IIWIMLVr.V L7■ n17IARYt�7 o c I. o c � CABINET FINISH GRADE MDF • CA5HWRAPS AND BACKWRAPS 5 FURNITURE, FIXTURES PRESENTATI ITEMS • CABINETWORK (PREFINISHED) * ACCESSORIES PINK FITTING ROOMS FITTING ROOM SCHOOL HOUSE HOOKS • G.C. TO PROVIDE BLOCKING HINGE DOOR STOP - ALL FITTING ROOMS • FITTING ROOM STADIUM FOLDING CHAIR ® • SEE A13.4 FOR DETAILS HANDICAP FITTING ROOM BENCH CARPET CARPET BINDER BAR EDGE STRIPS • CARPET SHIELD • FITTING ROOM I DOORS, FRAMES, AND HEADERS • PREPRIMED PAGING SYSTEM • PAGING SYSTEM COVERS g PAGING SYSTEM PRE- WIRING I WALL MOUNTED MIRRORS ® SEE A13.3 FOR DETAILS MIRROR TRIM • SEE A13.3 FOR DETAILS REAR VIEW MIRROR • SEE A13.4 FOR DETAILS TRIM PACKAGE SEE A13.4 FOR DETAILS MIRROR PLYWOOD BACKER • SEE A13.3 FOR DETAILS WAINSCOT WALL PREPRIMED WALL COVERING • SALES AREA WALL MOUNTED HANGBARS AND BRACKETS OTHER INTERIOR SIGNAGE MILLWORK # MOLDED PIECES INTERIOR WALL GRAPHICS - SEE ELEVATION FOR LOCATIONS WALL GRAPHICS BLOCKING SEE ELEVATION FOR MOUNTING WEIGHT ITEMS CNO UNCRATE, ASSEMBLE FIXTURES G.G. TO UNCRATE, ASSEMBLE Q CLEAN PUCK PANELS PINK CABINET FRAMING HANGERTIGHTS AT CASHWRAPS ALL NEON SIGNS Q WAINSCOT WALL PREPRIMED RUNNING TRIM PRE FRIMED PAINTED FLOOR GRAPHIC WOOD FLOORING WALL COVERING FOCAL PANEL GRAPHIC A MIRROR TRIM • SEE SHEET AI3.3 FOR DETAILS MIRROR PLYWOOD BLOCKING MIRROR GLASS Ih 5 P - v 5' ), �' SF -I5 STOREFRONT WAINSCOT / JI / 4 0 //) / b / / CLASS A CLASS A SF -16 \ -- -- PORTLAND CEMENT PLASTER FINISH: GC TO PAINT P -13. EGGSHELL COW'S MILK PLASTER TO BE A COMPLETELY SMOOTH FINISH PINK STANDALONE STOREFRONT - - 1.17 C ), �' SF -I5 STOREFRONT WAINSCOT -- -- / / CLASS A CLASS A 1 / / KICKPLATE WHERE OCCURS, SEE HARDWARE GROUP OFFICE /TOILET ROOM STOCK /NON -SALES LOCATION OF 1-100K ON ALCOVE SIDE PINK 6'_0 3 - 0 " 3'-0" FITTING ROOM V O T P. GLASS / INTERIOR ENTRY TRACK ROLLER TRIM @ PUBLIC TOILET ROOM DOORS ONLY in { co Iu -! 0 w 0- LL 0 w 0 u) w rn in 2 0_ U- 0 0 7 PANELS @ 3' -0 EACH = 21' -0 \ VARIES SEE K/A00.2 2'_2" MIN, BLIND DOOR A SALES /NON -SALES 3' -0° 3l -6° SERVICE / 6' -0" / FACE MOUNTED SLIDE BOLT, (1) AT EACH SIDE OF SLIDING PANEL, TYP. MOVEABLE WALL /PARTITION SYSTEM / / a : P. G EXTERIOR ENTRY 1 0 0 0 0 �-- 4 - 4 - -- 0 0 0 0 1' 0 DOOR ELEVATIONS 1/2" = 1' -0" T QTY HARDWARE GROUP A: BLIND DOOR . . HARDWARE GROUP A: BLIND DOOR 2 EA gURFACF MOUNTED SI IDF BOLTS 1 EA. SURFACE MOUNTED DOOR PULL HARDWARE GROUP B - 1: ENTRY SLIDING DOOR MOVEABLE N NA.w.ALL WOOD DOOR SYSTEM, MODEL *15V465. ALL HARDWARE NECESSARY TO MAKE DOORS OPERABLE TO BE INCLUDED IN DOOR PACKAGE. (ALL HARDWARE TO BE INCLUDED IN SHOP DRAWINGS). SEE A15.2/A15.3 FOR SPECIFICATIONS. HARDWARE GROUP B -2: ENTRY DOOR - INTERIOR - a• I • ■ r.i . J ROLLER CATCH. IVES 336 -826 LUSH PULL= IVES 22 - c r nnnnc c 4 - 4 r SCSA3SI2CL 1 ° k 1 ,� , CUSTOM 4' ° Dell III A HARDWARE GROUP B -3: ENTRY DOOR - EXTERIOR - qi• r V. • i qi •• iii•' r r • c CYLINDER WITH THU TURN ON STORE SIDE. DOOR CON TACT BY SECURITY VENDOR PROVIDE MAXIMUM ALLOWABLE DOOR OPENING HARDWARE GROUP C: ROLLING GRILLE HARDWARE GROUP D: PINK FITTING ROOM (NEW) HARDWARE AS PROVIDED WITH DOOR BY DOOR MANUFACTURER/SUPPLIER DOOR LEVER/LOCKSET CUSTOM POWDER COAT FINISH COW'S MILK 1 EA. DOOR BUMPER: <SPEC) 1/2 PR. EA. DOOR SPRING LOADED HING: WAGER #1250 1 PR. EA. DOOR BALL BEARING WING: WAGER #1279 1 EA. 1100K: <SPED 1 EA. LOCKSET: SCI -ILAGE ATHEN STYLE DSOPD STOREROOM FUNCTION 626 SATIN KEP SPEC SCI HARDWARE GROUP E: SALES/NON - SALES DOOR 1/2 PR. HINGES: STANLEY F719 -26D EA. PUSH PLATE: IVES 8200- B26D -4 ° X16 ° EA. KICKPLATE: IVES 8400 -1326D- 10'X34 EA. PULL PLATE: IVES 8302 -8- B26D -4 "X16 EA. CLOSER: RUSSWIN DC3210 -M82 -689 EA. DOOR HOLDER: IVES 425 -5" -1326D EA. DOOR CHIME: EZ -TONE DC -1 AS REQUIRED AT RATED DOORS: 1 EA. DOOR SEAL (AT RATED DOORS): PEMKO 568W 1 EA. LATCHSET SCHLAGE AL105 NEPTUNE 626 HARDWARE GROUP F: TOILET ROOM DOOR 1 1/2 PR. HINGES: STANLEY F179 -26D 1 EA. PRIVACY LOCKSET: SCHLAGE AL40S NEPTUNE 626. 1 EA. KICKPLATE: IVES 8400 -826D- 10'X34 1 EA. DOOR STOP: IVES 402 -8261) 1 EA. CLOSER: RUSSWIN DC3210 -MB2 -689 1 EA. DOOR SEAL (AT RATED DOORS): PEMKO SSSW HARDWARE GROUP G: OFFICE & NON - SALES DOOR 1 1/2 HINGES: STANLEY F179 -26D 1 EA. LOCKSET: SCHLAGE AL50PD NEPTUNE 626 1 EA. KICKPLATE: IVES 5 -10 ° X34 ° 1 EA. DOOR STOP: IVES 402 -5260 1 EA. CLOSER: RUSSWIN DC3210- 182 -689 1 EA. DOOR SEAL (AT RATED DOORS): PEMKO SSSW HARDWARE GROUP H: NON SALES DOOR c. EA. CLOSER: RUSSWIN DC3210- MB2 -6B9 r A r1P P I IPII r11�rL II rr.` Alfr C If l lnt r 1 EA. DOOR CHIME: EZ -TONE OC -1 1 EA. DOOR 5FAL: (AT RATED DOORS) FEMKO 5881A1 PRIMED G.C. TO PAINT P -14 HARDWARE GROUP .k SERVICE DOOR (FOR EXISTING SERVICE DOOR, SEE DOOR AND HARDWARE NOTES BELOW) 1 1/2 PR. HINGES: STANLEY F179-26D 1 EA. CLOSER: RUSSWIN DG3210 -M82 -689 1 EA. ALUMINUM THRESHOLD: PEMKO 270A 1 EA. PANIC RELEASE/ALARM LOCK: ARM -A -DOR MODEL A101 -F02 1 EA. DOOR SHOE (AT EXTERIOR): FEMKO 216AV 1 EA. DOOR SEAL (AT RATED DOORS): PEMKO 5854 DOOR CONTACT BY SECURITY VENDOR (AT EXTERIOR DOORS) SIGNAGE: TENANT NAME AND SPACE NUMBER 2" HIGH DIE CUT VANDAL PROOF HELVETICA BLOCK STYLE LETTERS ON RED BACKGROUND, CENTERED AND MOUNTED AT 60 A.F.F. ALL FIRE DOORS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 80 - 99 REQUIREMENTS ARE AS FOLLOWS: CLEARANCES UNDER THE BOTTOMS OF FIRE DOORS SHALL NOT EXCEED 3/8 -INCH TO NON - COMBUSTIBLE SILLS, 3/4 -INCH TO THE FLOOR WHERE NO SILLS EXIST, 5/8 -INCH TO RIGID FLOOR TILE AND 1 /2 -INCI1 TO FLOOR COVERINGS. PER CODE SECTION TABLE 1 -11.4 NFPA 80 -99 THE CLEARANCE BETWEEN THE EDGE OF THE DOOR ON THE PULL SIDE AND THE FRAME, AND THE MEETING EDGES OF DOORS SWINGING IN PAIRS ON THE PULL SIDE SHALL BE 1/6 -INCH +/- I /16 -INCH FOR STEEL DOORS AND SHALL NOT EXCEED 1 /S- INCI -I FOR WOOD DOORS. CODE MATERIAL MANUFACTURER PAINT PAINT PAINT PAINT PITTSBURGH PAINTS 614- 207 -1105 PITTSBURGH PAINTS 614- 207 -1105 CORONADO 500- 883 -4193 PITTSBURGH PAINTS 614- 207 -1105 PPG PURE PERFORMANCE: q -310 (NO VOC PAINT) 'COW'S MILK' 534 -1: (EGGSHELL) PPG PURE PERFORMANCE: q -510 (No VOC PAINT) 'COW'S MILK' 534 -1: (SEMI - GLOSS) " KINSEY PINK' PPG PURE PERFORMANCE: q -110 (NO VOC PAINT) 'COW'S MILK' 534 -1: (FLAT) SALES AREA WALLS, INSIDE CABINET WALLS, CEILINGS, AND MULTIPLE LOCATIONS NON -SALES WALLS, MANAGERS OFFICE, NON - PUBLIC RESTROOMS AND CORRIDOR. BARRICADE (FULL BLEED ONLY) SALES SIDE OF DOORS / FRAMES, DOORS, TRIM, WAINSCOT AT PINK NON -SALES SIDE OF DOORS / FRAMES, MANAGERS OFFICE, NON- PUBLIC RESTROOM, AND NON - PUBLIC CORRIDOR 3 COATS - NO SUBSTITUTIONS - MUST USE PRIMER: CORONADO GRIP 4 SEAL BASE PRIMER # 116 -37 (1 COAT) PINK STANDALONE CEILINGS REFINISH EXISTING STOREFRONT PLASTER CLASS A 5 CLASS A 5 CLASS A 5 CLASS A < 25 F -13 P -14 P -21 P -26 1/4 CLEAR PLATE MIRROR POLISHED EDGE SALES AREA, FITTING ROOMS, TOILET ROOMS N/A M - I VINYL TILE VINYL TILE CARPET WOOD FLOORING HEX TILE MOSAIC TILE ARMSTRONG 577- 276 -7876 ARMSTRONG 577- 276 -7576 W00LSHI RE SUBWAY TILE SB8-43q -8453 APROPOS 12 X 12 TILE - EXCELON #51599 - COOL WI -1ITE IMPERIAL TEXTURE (OR LSP APPROVED EQUAL) I2' X 12 TILE - MELON #51516 - 'CHERRY RED' IMPERIAL TEXTURE (OR LSP APPROVED EQUAL) DENSE CUT PILE: STYLE: COUNTESS (CLR) GOLDLEAF #020950 5/55:8 ENGINEERED WOOD FLOORING, RANDOM LENGTH PRE - FINISHED: COW'S MILK 1 UNGLAZED PORCELAIN HEX TILE - WHITE, #P10X- 1-1EX -FD: GROUT: MAPEI MIST #12 UNSANDED CUSTOM MOSAIC TILE NON -SALES AREAS, NON - PUBLIC TOILET ROOMS NON -SALES EGRESS AISLE, 3' -0" CLEAR AREA AT ELECTRICAL PANEL PINK FITTING ROOMS PRE - MESHED ON 1.0 SF SHEETS PINK STANDALONE RESTROOM AND CORRIDOR FLOORING STOREFRONT ENTRY - GROUT T.B.D. CLASS A < 25 GLASS A < 25 FC -1 FC -2 FC -16 FC -IS FC -20 FC -21 B -1 INC-1 WC -I3 WC -17 WC -I8 WC-1 WC -20 WC -21 WC -22 WC -23 WC -24 WC -25 WC -26 C -27 WC -28 ACT -2 PAINT FINISI -IES MISCELLANEOUS FLOOR COVERING BASE COVERING VINYL WALL BASE ARMSTRONG 677- 276 -7576 ARMSTRONG #71 MID GRAY NON SALES AREAS WALL COVERING FIBERGLASS REINFORCED PANELING (FRP) WALLCOVERING WALLCOVERING WALLCOVERING WALLCOVERING WALLCOVERING WALLCOVERING WALLCOVERING WALLCOVERING WALLCOVERING WALLCOVERING WALLCOVERING WALLCOVERING TOILE WALLCOVERING WALL TILE SEE SPECIFICATIONS 097716 mm US CERAMIC TILE GO 800.321.0684 COLOR: WI -IITE. ADHESIVE: USE MANUFACTURER'S SUPPLIED ADHESIVE. REFER TO SWEET A15.4, SECTION 097716 FOR SPECIFICATIONS PINK W/ 2 1/2' WI -MITE POLKA DOTS B" PINK DOT ON COW'S MILK BACKGROUND WALLCOVERING OVER PRIMER CUSTOM WAND PAINTED DISTRESSED PINK (MATCH KINSEY PINK) PINK CREST / FEEDER STRIPE PATTERNED WALLCOVERING PINK LOGO AND HEART ON WHITE BACKGROUND PATTERNED WALLCOVERING DOGS ON PINK BACKGROUND PATTERNED WALLCOVERING PINK TOILLE ON WHITE BACKGROUND PATTERNED WALLCOVERING PINK AND WHITE FEEDER STRIPE PATTERNED WALLCOVERING POPLAR WAINSCOT. PRE - PRIMED GG TO PAINT P 44: SEMI -GLOSS COWS MILK 534 -I 5' WHITE DOT ON PINK WALLCOVERING 1 WHITE DOT ON PINK WALLCOVERING LOOSE POPLAR PLANKS. PRE - PRIMED GC TO PAINT P -14: SEMI -GLOSS COWS MILK 534 -I TOILE WALLCOVERING INSTALLED OVER FACE AND SIDES OF PINK FOCAL PUCK PANELS. 6 BRIGHT WALL TILE, WHITE ICE 081 -36 W/ 6'x4' BRIGHT TILE COVE BASE - ITEM #AT34I0 GROUT: MAPEI MIST #12 UNSANDED NON - PUBLIC SERVICE CORRIDOR 4 BACK OF NON - PUBLIC WATER FOUNTAINS WAINSCOTING (SEE PLANS FOR EXACT LOCATION) (INSTALL PER MANUFACTURER'S RECOMMENDATION) INTERIOR BACKS AND SIDES OF WALL CABINETS - SEE PLAWELEV. (IF APPLICABLE) WALLS AND VALANCES INTERIOR BACKS AND SIDES OF WALL CABINETS 4 INTERIOR WALLS - SEE PLAN /ELEV. (IF APPLICABLE) PINK FITTING ROOM WALLS 4 CEILING (H.C.F.R.) PINK FITTING ROOM WALLS 4 CEILING PINK FITTING ROOM WALLS * CEILING PINK FITTING ROOM WALLS * CEILING PINK FITTING ROOM ALCOVE WALLS $ CEILING WAND - BRUSHED W/ MEDIUM STROKES VISIBLE BRUSH STROKES DESIRED PINK FITTING ROOM ALCOVE $ FITTING ROOMS REAR WALL ONLY OF LARGE ENCLOSED PINK SHOW WINDOW(5) PINK STOREFRONT PORTAL SIDE WALLS AND CEILING (PKG 1, AND PINK STANDALONE) HAND - BRUSHED Ni MEDIUM STROKES, VISIBLE BRUSH STROKES DESIRED: PINK STANDALONE @ CASHWRAP AREA $ COLUMNS (SEE DETAIL A/Al2.7) PINK FOCAL PUCK PANELS TOP TILE TO WAVE 6 "x3' SULLNOSE CAP #S436q PINK STANDALONE RESTROOM AND CORRIDOR WALLS EVIONED FOR 1� COOS APPO CLASS C < 200 CLASS A < 25 CLASS A < 25 CLASS A < 25 CLASS A < 25 CLASS A < 25 STOREFRONT CLADDING ACOUSTICAL CEILING TILE j AN -7 MB f : • �Y E e leni.Av 1�C]I SMOKE DEVELOPMENT CLASS A < 450 CLASS A < 450 CLASS A < 450 CLASS A < 450 N/A CLASS A < 450 CLASS A < 450 CLASS A < 450 CLASS A C 450 CLASS A < 450 CLASS A < 450 CLASS A < 450 CLASS A < 450 ACT 1 ACOUSTICAL EILING TILE ACOUSTICAL CEILING TILE ARMSTRONG 877 276 7876 ARMSTRONG 877 -- 276 --7876 • I STYLE: DUNE. BEVELED TEGULAR 24 x24''X5/6 FINE TEXTURE, DESIGN #1775 RID- ARMSTRONC aj16" SUPRAFINE STYLE: DUNE, SQUARE LAY -IN 24 "x48 "X5 /5' FINE TEXTURE, DESIGN #1773 GRID: ARMSTRONG 15/16 PRELUDE REFER TO SPECIFICATIONS ON SHEET A15.3 IF FIRE RESISTANCE IS REQUIRED BY CODE REFER TO SPECIFICATIONS ON SHEET A15.3 IF FIRE RESISTANCE 15 REQUIRED BY CODE CLASS A < 25 CLASS A < 25 CLASS A 0 CLASS A 0 NOTE: ALL FINISHES ARE SHOWN FOR REFERENCE AND MAY NOT NECESSARILY BE USED ON 11419 PROJECT. REFER TO 'REFLECTED CEILING PLAN' SWEET A03.1, 'FLOOR AND WALL FINISH PLAN' 51-IEET A05.1, AND 'INTERIOR ELEVATIONS,' A07 SERIES, FOR FINISH REQUIREMENTS. REFER TO 'SPECIFICATIONS,' A15 SERIES, FOR ANY NOTES RELATING TO FINISH AND MATERIALS. ALL FINISHES REQUIRE A 'CLASS C' RATING TO MEET Tl-1E MINIMUM FLAME AND SMOKE DEVELOPMENT REQUIREMENTS, U.N.O. SHREMSHOCK INC. 6130 S. $4, U1 ROAD WESTER I • 081 614 -545 0) Nim 0 Lc) 0 6923 TERED I1 Y . CHITEC / 's , • zS.SHREMS ATE OF WAS HINGTON HOCK = C7 • Ii] W cn fi - ° y a ° = L� O S 3 ' W I O 5 N W f - co a o r = 0 I - O irk - W m VI W N x C Q Z 2 V O H as a ° yew= = 41- O wom s on La a z d : ° En d W 4 ▪ _ W H U H z En W 0] ° �, C C ~O Z U w x re U n .H yr w a LBo = L4 ° as Nom] 4 q z z x a z 6 N o j U tC E W W (� rC W ° ° x° p - y S . I- U a La W U C REQUIRE') BY: ■ INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: Q CC W I- z LU C.) I- 0 Cl W F-• I- Z co mai La W ar , )a Cl- M W co co PD t„I [D (/) REVISIONS: 1 r Iv r DRAWING NUMBER: = N a o = a a. 4 WI 1--• -C 2 C ° 6 Cl) Z W a W - Z Z W Q a a n. try x • . W a W a O Z ° P3 a OOW C are w -' W rn La 4 D - -. O 0 m W F= f- W Z W C ,.. ° w 04o° wa G. =4cW }Q. -Vf 1, w p x 0Ia N W W S U e.1 0 ° W a 4 v; ,- co w, 4 xm° ,- V ^ =6W p V W W C N J W 2 a m H m a 2 4 z a-Uc2.. 2 4 LI awd x 2 L ' x ?-C 4 4 F C A - 1- mO d =d2 W U W I V U = d r V L H W O4Q C L., Q ° C. =(A W C O C= ~ IaC.1" g Vi °0 a 2 [ y7 W ZO = ,.. 0 I . 3 l =a= Li I- V)gFC v U Y g J :, c.,.... =_ ri g , s t'i G 4= W 2 Q 10 ° / aT a o0C _ L _ _ow -,- a- ° x W =W = = N r I ( =Ox QY a7 L .L. 0C N C• °O W ,..,''� z 6 = x Z ae9 °a W ~ o Q 1 W 7r_IQN °C N W C = V 6 W W C W = Z W a m r ✓ a ccavlo RECEIVED Cl I Y OF I UK W1 L r r 1 • n 9 • fl7 r . MIYI %Tai T Eri DATE 12/14/2007 ML NAW RHW FINISH AND DOOR SCHEDULES I 1 2 1 2 1 1 1 1 1 NO. LOCATION O1 SLIDING WOOD DOOR ® STOREFRONT ® ROLLING GRILLE ® ROLLING GRILLE ® NOT USED ® TOI LET ROOM 0 TOILET ROOM ® OFFICE ® SALES /NON SALES 10 SERVICE 0 STOCKROOM 12 MOP CLOSET 0 BLIND DOOR 14 BLIND DOOR 15 PINK FITTING ROOM 16 PINK FITTING ROOM 0 PINK FITTING ROOM 0 FINK FITTING ROOM SIZE (NOMINAL) DOOR MATERIAL TEMP. GLASS PERFORATED METAL METAL FRAME WOOD CUSTOM STEEL POST STEEL POST IN= WOOD WOOD WOOD WOOD WOOD OO D RATING PF■PM1 PP"' WSW= 11111■1■Pffl F■11■1 ;■P■IMI NM= IMP■IM p p ME DOOR TYP 6 6 6 7 5 6 4 4 4 4 HDW GROUP 5-2 A A DETAIL NUMBER HEAD JAMB SILL A A 08.7 A 05.4 08.2 08.4 Al2.4 A Al2.4 A Al2.4 Al2.4 Al2.4 A Al2.4 A A13.4 A13.4 Al2.4 Al2.4 A Al2.4 Al2.4 Al2.4 A13.4 ABA ABA Al2.7 Al2.7 Al2.7 DOOR SCHEDULE & HARDWARE GROUPS DOOR AND HARDWARE NOTES REMARKS / HARDWARE NOTES Other relevant information DOOR TO REMAIN UNLCCKED DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS BY MFG. PRE-FINISHED BY MFG. PUBLIC NON-PUBLIC SEE ELECT. DRAWINGS FOR DELIVERY BUZZER PRIMED G.C. TO PAINT P-14 PRIMED G.C. TO PAINT P-14 PRIMED G.C. TO PAINT P-14 NO SCALE I. EXIT DOORS AT STOREFRONT TO HAVE SIGN ON TOP RAIL STATING "T1-115 DOOR TO REMAIN UNLOCKED DURING BUSINESS 1-1OURS AS REQUIRED BY CODE. 2. DOORS l41 TI-IE PAT1-4 OF TRAVEL FOR 14ANDICAPPED TO BE OPERABLE WIT1-1 A SINGLE EFFORT BY LEVER, PANIC BAR OR PUSH / PULL I4ARDWARE AS PER ADA. 3. IVIT DOORS TO BE OPERABLE FRCA1 THE INSIDE WITI4OUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 4. PROVIDE A MOTOR FOR ROLLING GRILLES MORE THAN 150 SQUARE FEET OR WIDER THAN 12 COORDINATE POWER REQUIREMENTS KITH ELECTRICAL DRAWINGS. PROVIDE ACCESS PANELS AS REQUIRED COORDINATE LOCATION WITH ARCHITECT. 5. G.C. TO PROVIDE AND INSTALL SIGNAGE ON STORE SIDE OF BOTTOM RAIL OF GRILLE STATING, 'GRILLE TO REMAIN IN FULL OPEN POSITION DURING STORE HOURS WHEN OCCUPIED BY TI-IE GENERAL PUBLIC." 6. DOOR CLOSERS TO BE ADJUSTED TO PROVIDE FOR A MAXIMUM EFFORT TO OPERATE OF 5 LBF. AT FIRE DOOR USE LESS THAN 15LESS MINIMUM FORCE ACCEPTABLE BY FIRE MARSHAL. THE SIAIEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO TI-IAT FROM AN OPEN POSITION OF 10 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MORE TO A POINT 3" FROM TI-IE LATC14, MEASURED TO TI-IE LEADING EDGE OF - n-LE DOOR. 7. THRESHOLDS 514ALL NOT EXCEED 1/2" IN 1-1EIGHT. RAISED THRESHOLDS AND FLOOR LEVEL CI-IANGE5 AT ACCESSIBLE DOORHAYS 51-1ALL BE BEVELED A SLOPE NO GREATER TI-IAN 1:2. 5. ALL WOOD AND 14.M. DOORS TO 14AVE 1-1/2 PAIR BUTT HINGES PER LEAF. (KEY ALL LOCKS ALIKE). q. 13011-1 SIDES OF DOORS SHALL BE FINISHED THE SAME, UNLESS OTHERWISE NOTED. SEE A05 DRAWINGS FOR PAINT CALL OUTS. 10. ALL WOOD DOOR FRAMES AND TRIM SHALL BE A.W.I. OR W.I.C. CUSTOM GRADE U.O.N. 11. ALL LEGAL E)(IT5 SHALL BE PROVIDED WITH SELF-ILLUMINATED EXIT SIGNS WAVING 6 LETTERS WITH 3/4 STROKES IN CONTRASTING COLORS. 14ARDWARE CONTRACTOR TO COORDINATE ALL HARDWARE WITI-1 DOORS 4 FRAMES AS SPECIFIED, INCLUDING EiACKSETS * STRIKES. 12. ALL MILLXORK IN T1-115 SCOPE OF WORK SHALL BE DELIVERED ON SITE 51-10P-PRIMED AND SANDED. 13. ALL COMPONENTS OF FIRE RATED DOOR ASSEMBLIES 51-1ALL BEAR THE LABEL OF AN APPROVED TESTING AGENCY INCLUDING (DOOR, FRAME, CLOSING DEVICE, LATCHES * 14INGES). FRAME, AND PROVIDE SMOKE GASKETS AND DRAFT CONTROL IF REQUIRED. 14. DOOR HARDWARE SI-IALL BE OF THE LEVER OR PUSH TYPE (STAINLESS STEEL IN ALL LOCATIONS). MOUNTED 30" TO 44" ABOVE WE FLOOR AND SHALL BE OPERABLE WITH A MAXIMUM EFFORT OF 85 4135 FOR EXTERIOR DOORS AND 5 LBS FOR INTERIOR DOORS (KEY ALL LOCKS ALIKE). 15. OFFICE DOOR AND NON-SALES DOOR TO BE KEYED ALIKE. 16. LOCKING HARDWARE AT ENTRY DOORS MUST INCLUDE U-CHANGE LOCKS. 17. FOR VISTING SERVICE DOORS, G.C. TO INSTALL TAMPER PROOF HINGES IF NOT VISTING. REMOVE OUTSIDE KNOB/LEVER/LOCK AND INSTALL BLANK COVER PLATES TO CONCEAL ALL 18. HANDICAP FITTING ROOMS TO RECEIVE SLIDING STOPS (2 EACH) AS SUPPLIED BY MANUFACTURER NO SCALE J DESCRIPTION NOTES FINISH SCHEDULE FLAME SPREAD NO SCALE OM PROJECT INFORMATION: VARIES - SEE K/A00.2 SF -I5 STOREFRONT WAINSCOT -- -- POPLAR WAINSCOT. PRE-PRIMED GC TO PAINT P -14: 5F.-MI -GLQ55 COWS MILK 53.4-1 INCLUDES CAP TRIM CLASS A CLASS A SF -16 PORTLAND GEMENT PLASTER -- -- PORTLAND CEMENT PLASTER FINISH: GC TO PAINT P -13. EGGSHELL COW'S MILK PLASTER TO BE A COMPLETELY SMOOTH FINISH PINK STANDALONE STOREFRONT - - - - 1 / / KICKPLATE WHERE OCCURS, SEE HARDWARE GROUP OFFICE /TOILET ROOM STOCK /NON -SALES LOCATION OF 1-100K ON ALCOVE SIDE PINK 6'_0 3 - 0 " 3'-0" FITTING ROOM V O T P. GLASS / INTERIOR ENTRY TRACK ROLLER TRIM @ PUBLIC TOILET ROOM DOORS ONLY in { co Iu -! 0 w 0- LL 0 w 0 u) w rn in 2 0_ U- 0 0 7 PANELS @ 3' -0 EACH = 21' -0 \ VARIES SEE K/A00.2 2'_2" MIN, BLIND DOOR A SALES /NON -SALES 3' -0° 3l -6° SERVICE / 6' -0" / FACE MOUNTED SLIDE BOLT, (1) AT EACH SIDE OF SLIDING PANEL, TYP. MOVEABLE WALL /PARTITION SYSTEM / / a : P. G EXTERIOR ENTRY 1 0 0 0 0 �-- 4 - 4 - -- 0 0 0 0 1' 0 DOOR ELEVATIONS 1/2" = 1' -0" T QTY HARDWARE GROUP A: BLIND DOOR . . HARDWARE GROUP A: BLIND DOOR 2 EA gURFACF MOUNTED SI IDF BOLTS 1 EA. SURFACE MOUNTED DOOR PULL HARDWARE GROUP B - 1: ENTRY SLIDING DOOR MOVEABLE N NA.w.ALL WOOD DOOR SYSTEM, MODEL *15V465. ALL HARDWARE NECESSARY TO MAKE DOORS OPERABLE TO BE INCLUDED IN DOOR PACKAGE. (ALL HARDWARE TO BE INCLUDED IN SHOP DRAWINGS). SEE A15.2/A15.3 FOR SPECIFICATIONS. HARDWARE GROUP B -2: ENTRY DOOR - INTERIOR - a• I • ■ r.i . J ROLLER CATCH. IVES 336 -826 LUSH PULL= IVES 22 - c r nnnnc c 4 - 4 r SCSA3SI2CL 1 ° k 1 ,� , CUSTOM 4' ° Dell III A HARDWARE GROUP B -3: ENTRY DOOR - EXTERIOR - qi• r V. • i qi •• iii•' r r • c CYLINDER WITH THU TURN ON STORE SIDE. DOOR CON TACT BY SECURITY VENDOR PROVIDE MAXIMUM ALLOWABLE DOOR OPENING HARDWARE GROUP C: ROLLING GRILLE HARDWARE GROUP D: PINK FITTING ROOM (NEW) HARDWARE AS PROVIDED WITH DOOR BY DOOR MANUFACTURER/SUPPLIER DOOR LEVER/LOCKSET CUSTOM POWDER COAT FINISH COW'S MILK 1 EA. DOOR BUMPER: <SPEC) 1/2 PR. EA. DOOR SPRING LOADED HING: WAGER #1250 1 PR. EA. DOOR BALL BEARING WING: WAGER #1279 1 EA. 1100K: <SPED 1 EA. LOCKSET: SCI -ILAGE ATHEN STYLE DSOPD STOREROOM FUNCTION 626 SATIN KEP SPEC SCI HARDWARE GROUP E: SALES/NON - SALES DOOR 1/2 PR. HINGES: STANLEY F719 -26D EA. PUSH PLATE: IVES 8200- B26D -4 ° X16 ° EA. KICKPLATE: IVES 8400 -1326D- 10'X34 EA. PULL PLATE: IVES 8302 -8- B26D -4 "X16 EA. CLOSER: RUSSWIN DC3210 -M82 -689 EA. DOOR HOLDER: IVES 425 -5" -1326D EA. DOOR CHIME: EZ -TONE DC -1 AS REQUIRED AT RATED DOORS: 1 EA. DOOR SEAL (AT RATED DOORS): PEMKO 568W 1 EA. LATCHSET SCHLAGE AL105 NEPTUNE 626 HARDWARE GROUP F: TOILET ROOM DOOR 1 1/2 PR. HINGES: STANLEY F179 -26D 1 EA. PRIVACY LOCKSET: SCHLAGE AL40S NEPTUNE 626. 1 EA. KICKPLATE: IVES 8400 -826D- 10'X34 1 EA. DOOR STOP: IVES 402 -8261) 1 EA. CLOSER: RUSSWIN DC3210 -MB2 -689 1 EA. DOOR SEAL (AT RATED DOORS): PEMKO SSSW HARDWARE GROUP G: OFFICE & NON - SALES DOOR 1 1/2 HINGES: STANLEY F179 -26D 1 EA. LOCKSET: SCHLAGE AL50PD NEPTUNE 626 1 EA. KICKPLATE: IVES 5 -10 ° X34 ° 1 EA. DOOR STOP: IVES 402 -5260 1 EA. CLOSER: RUSSWIN DC3210- 182 -689 1 EA. DOOR SEAL (AT RATED DOORS): PEMKO SSSW HARDWARE GROUP H: NON SALES DOOR c. EA. CLOSER: RUSSWIN DC3210- MB2 -6B9 r A r1P P I IPII r11�rL II rr.` Alfr C If l lnt r 1 EA. DOOR CHIME: EZ -TONE OC -1 1 EA. DOOR 5FAL: (AT RATED DOORS) FEMKO 5881A1 PRIMED G.C. TO PAINT P -14 HARDWARE GROUP .k SERVICE DOOR (FOR EXISTING SERVICE DOOR, SEE DOOR AND HARDWARE NOTES BELOW) 1 1/2 PR. HINGES: STANLEY F179-26D 1 EA. CLOSER: RUSSWIN DG3210 -M82 -689 1 EA. ALUMINUM THRESHOLD: PEMKO 270A 1 EA. PANIC RELEASE/ALARM LOCK: ARM -A -DOR MODEL A101 -F02 1 EA. DOOR SHOE (AT EXTERIOR): FEMKO 216AV 1 EA. DOOR SEAL (AT RATED DOORS): PEMKO 5854 DOOR CONTACT BY SECURITY VENDOR (AT EXTERIOR DOORS) SIGNAGE: TENANT NAME AND SPACE NUMBER 2" HIGH DIE CUT VANDAL PROOF HELVETICA BLOCK STYLE LETTERS ON RED BACKGROUND, CENTERED AND MOUNTED AT 60 A.F.F. ALL FIRE DOORS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 80 - 99 REQUIREMENTS ARE AS FOLLOWS: CLEARANCES UNDER THE BOTTOMS OF FIRE DOORS SHALL NOT EXCEED 3/8 -INCH TO NON - COMBUSTIBLE SILLS, 3/4 -INCH TO THE FLOOR WHERE NO SILLS EXIST, 5/8 -INCH TO RIGID FLOOR TILE AND 1 /2 -INCI1 TO FLOOR COVERINGS. PER CODE SECTION TABLE 1 -11.4 NFPA 80 -99 THE CLEARANCE BETWEEN THE EDGE OF THE DOOR ON THE PULL SIDE AND THE FRAME, AND THE MEETING EDGES OF DOORS SWINGING IN PAIRS ON THE PULL SIDE SHALL BE 1/6 -INCH +/- I /16 -INCH FOR STEEL DOORS AND SHALL NOT EXCEED 1 /S- INCI -I FOR WOOD DOORS. CODE MATERIAL MANUFACTURER PAINT PAINT PAINT PAINT PITTSBURGH PAINTS 614- 207 -1105 PITTSBURGH PAINTS 614- 207 -1105 CORONADO 500- 883 -4193 PITTSBURGH PAINTS 614- 207 -1105 PPG PURE PERFORMANCE: q -310 (NO VOC PAINT) 'COW'S MILK' 534 -1: (EGGSHELL) PPG PURE PERFORMANCE: q -510 (No VOC PAINT) 'COW'S MILK' 534 -1: (SEMI - GLOSS) " KINSEY PINK' PPG PURE PERFORMANCE: q -110 (NO VOC PAINT) 'COW'S MILK' 534 -1: (FLAT) SALES AREA WALLS, INSIDE CABINET WALLS, CEILINGS, AND MULTIPLE LOCATIONS NON -SALES WALLS, MANAGERS OFFICE, NON - PUBLIC RESTROOMS AND CORRIDOR. BARRICADE (FULL BLEED ONLY) SALES SIDE OF DOORS / FRAMES, DOORS, TRIM, WAINSCOT AT PINK NON -SALES SIDE OF DOORS / FRAMES, MANAGERS OFFICE, NON- PUBLIC RESTROOM, AND NON - PUBLIC CORRIDOR 3 COATS - NO SUBSTITUTIONS - MUST USE PRIMER: CORONADO GRIP 4 SEAL BASE PRIMER # 116 -37 (1 COAT) PINK STANDALONE CEILINGS REFINISH EXISTING STOREFRONT PLASTER CLASS A 5 CLASS A 5 CLASS A 5 CLASS A < 25 F -13 P -14 P -21 P -26 1/4 CLEAR PLATE MIRROR POLISHED EDGE SALES AREA, FITTING ROOMS, TOILET ROOMS N/A M - I VINYL TILE VINYL TILE CARPET WOOD FLOORING HEX TILE MOSAIC TILE ARMSTRONG 577- 276 -7876 ARMSTRONG 577- 276 -7576 W00LSHI RE SUBWAY TILE SB8-43q -8453 APROPOS 12 X 12 TILE - EXCELON #51599 - COOL WI -1ITE IMPERIAL TEXTURE (OR LSP APPROVED EQUAL) I2' X 12 TILE - MELON #51516 - 'CHERRY RED' IMPERIAL TEXTURE (OR LSP APPROVED EQUAL) DENSE CUT PILE: STYLE: COUNTESS (CLR) GOLDLEAF #020950 5/55:8 ENGINEERED WOOD FLOORING, RANDOM LENGTH PRE - FINISHED: COW'S MILK 1 UNGLAZED PORCELAIN HEX TILE - WHITE, #P10X- 1-1EX -FD: GROUT: MAPEI MIST #12 UNSANDED CUSTOM MOSAIC TILE NON -SALES AREAS, NON - PUBLIC TOILET ROOMS NON -SALES EGRESS AISLE, 3' -0" CLEAR AREA AT ELECTRICAL PANEL PINK FITTING ROOMS PRE - MESHED ON 1.0 SF SHEETS PINK STANDALONE RESTROOM AND CORRIDOR FLOORING STOREFRONT ENTRY - GROUT T.B.D. CLASS A < 25 GLASS A < 25 FC -1 FC -2 FC -16 FC -IS FC -20 FC -21 B -1 INC-1 WC -I3 WC -17 WC -I8 WC-1 WC -20 WC -21 WC -22 WC -23 WC -24 WC -25 WC -26 C -27 WC -28 ACT -2 PAINT FINISI -IES MISCELLANEOUS FLOOR COVERING BASE COVERING VINYL WALL BASE ARMSTRONG 677- 276 -7576 ARMSTRONG #71 MID GRAY NON SALES AREAS WALL COVERING FIBERGLASS REINFORCED PANELING (FRP) WALLCOVERING WALLCOVERING WALLCOVERING WALLCOVERING WALLCOVERING WALLCOVERING WALLCOVERING WALLCOVERING WALLCOVERING WALLCOVERING WALLCOVERING WALLCOVERING TOILE WALLCOVERING WALL TILE SEE SPECIFICATIONS 097716 mm US CERAMIC TILE GO 800.321.0684 COLOR: WI -IITE. ADHESIVE: USE MANUFACTURER'S SUPPLIED ADHESIVE. REFER TO SWEET A15.4, SECTION 097716 FOR SPECIFICATIONS PINK W/ 2 1/2' WI -MITE POLKA DOTS B" PINK DOT ON COW'S MILK BACKGROUND WALLCOVERING OVER PRIMER CUSTOM WAND PAINTED DISTRESSED PINK (MATCH KINSEY PINK) PINK CREST / FEEDER STRIPE PATTERNED WALLCOVERING PINK LOGO AND HEART ON WHITE BACKGROUND PATTERNED WALLCOVERING DOGS ON PINK BACKGROUND PATTERNED WALLCOVERING PINK TOILLE ON WHITE BACKGROUND PATTERNED WALLCOVERING PINK AND WHITE FEEDER STRIPE PATTERNED WALLCOVERING POPLAR WAINSCOT. PRE - PRIMED GG TO PAINT P 44: SEMI -GLOSS COWS MILK 534 -I 5' WHITE DOT ON PINK WALLCOVERING 1 WHITE DOT ON PINK WALLCOVERING LOOSE POPLAR PLANKS. PRE - PRIMED GC TO PAINT P -14: SEMI -GLOSS COWS MILK 534 -I TOILE WALLCOVERING INSTALLED OVER FACE AND SIDES OF PINK FOCAL PUCK PANELS. 6 BRIGHT WALL TILE, WHITE ICE 081 -36 W/ 6'x4' BRIGHT TILE COVE BASE - ITEM #AT34I0 GROUT: MAPEI MIST #12 UNSANDED NON - PUBLIC SERVICE CORRIDOR 4 BACK OF NON - PUBLIC WATER FOUNTAINS WAINSCOTING (SEE PLANS FOR EXACT LOCATION) (INSTALL PER MANUFACTURER'S RECOMMENDATION) INTERIOR BACKS AND SIDES OF WALL CABINETS - SEE PLAWELEV. (IF APPLICABLE) WALLS AND VALANCES INTERIOR BACKS AND SIDES OF WALL CABINETS 4 INTERIOR WALLS - SEE PLAN /ELEV. (IF APPLICABLE) PINK FITTING ROOM WALLS 4 CEILING (H.C.F.R.) PINK FITTING ROOM WALLS 4 CEILING PINK FITTING ROOM WALLS * CEILING PINK FITTING ROOM WALLS * CEILING PINK FITTING ROOM ALCOVE WALLS $ CEILING WAND - BRUSHED W/ MEDIUM STROKES VISIBLE BRUSH STROKES DESIRED PINK FITTING ROOM ALCOVE $ FITTING ROOMS REAR WALL ONLY OF LARGE ENCLOSED PINK SHOW WINDOW(5) PINK STOREFRONT PORTAL SIDE WALLS AND CEILING (PKG 1, AND PINK STANDALONE) HAND - BRUSHED Ni MEDIUM STROKES, VISIBLE BRUSH STROKES DESIRED: PINK STANDALONE @ CASHWRAP AREA $ COLUMNS (SEE DETAIL A/Al2.7) PINK FOCAL PUCK PANELS TOP TILE TO WAVE 6 "x3' SULLNOSE CAP #S436q PINK STANDALONE RESTROOM AND CORRIDOR WALLS EVIONED FOR 1� COOS APPO CLASS C < 200 CLASS A < 25 CLASS A < 25 CLASS A < 25 CLASS A < 25 CLASS A < 25 STOREFRONT CLADDING ACOUSTICAL CEILING TILE j AN -7 MB f : • �Y E e leni.Av 1�C]I SMOKE DEVELOPMENT CLASS A < 450 CLASS A < 450 CLASS A < 450 CLASS A < 450 N/A CLASS A < 450 CLASS A < 450 CLASS A < 450 CLASS A C 450 CLASS A < 450 CLASS A < 450 CLASS A < 450 CLASS A < 450 ACT 1 ACOUSTICAL EILING TILE ACOUSTICAL CEILING TILE ARMSTRONG 877 276 7876 ARMSTRONG 877 -- 276 --7876 • I STYLE: DUNE. BEVELED TEGULAR 24 x24''X5/6 FINE TEXTURE, DESIGN #1775 RID- ARMSTRONC aj16" SUPRAFINE STYLE: DUNE, SQUARE LAY -IN 24 "x48 "X5 /5' FINE TEXTURE, DESIGN #1773 GRID: ARMSTRONG 15/16 PRELUDE REFER TO SPECIFICATIONS ON SHEET A15.3 IF FIRE RESISTANCE IS REQUIRED BY CODE REFER TO SPECIFICATIONS ON SHEET A15.3 IF FIRE RESISTANCE 15 REQUIRED BY CODE CLASS A < 25 CLASS A < 25 CLASS A 0 CLASS A 0 NOTE: ALL FINISHES ARE SHOWN FOR REFERENCE AND MAY NOT NECESSARILY BE USED ON 11419 PROJECT. REFER TO 'REFLECTED CEILING PLAN' SWEET A03.1, 'FLOOR AND WALL FINISH PLAN' 51-IEET A05.1, AND 'INTERIOR ELEVATIONS,' A07 SERIES, FOR FINISH REQUIREMENTS. REFER TO 'SPECIFICATIONS,' A15 SERIES, FOR ANY NOTES RELATING TO FINISH AND MATERIALS. ALL FINISHES REQUIRE A 'CLASS C' RATING TO MEET Tl-1E MINIMUM FLAME AND SMOKE DEVELOPMENT REQUIREMENTS, U.N.O. SHREMSHOCK INC. 6130 S. $4, U1 ROAD WESTER I • 081 614 -545 0) Nim 0 Lc) 0 6923 TERED I1 Y . CHITEC / 's , • zS.SHREMS ATE OF WAS HINGTON HOCK = C7 • Ii] W cn fi - ° y a ° = L� O S 3 ' W I O 5 N W f - co a o r = 0 I - O irk - W m VI W N x C Q Z 2 V O H as a ° yew= = 41- O wom s on La a z d : ° En d W 4 ▪ _ W H U H z En W 0] ° �, C C ~O Z U w x re U n .H yr w a LBo = L4 ° as Nom] 4 q z z x a z 6 N o j U tC E W W (� rC W ° ° x° p - y S . I- U a La W U C REQUIRE') BY: ■ INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: Q CC W I- z LU C.) I- 0 Cl W F-• I- Z co mai La W ar , )a Cl- M W co co PD t„I [D (/) REVISIONS: 1 r Iv r DRAWING NUMBER: = N a o = a a. 4 WI 1--• -C 2 C ° 6 Cl) Z W a W - Z Z W Q a a n. try x • . W a W a O Z ° P3 a OOW C are w -' W rn La 4 D - -. O 0 m W F= f- W Z W C ,.. ° w 04o° wa G. =4cW }Q. -Vf 1, w p x 0Ia N W W S U e.1 0 ° W a 4 v; ,- co w, 4 xm° ,- V ^ =6W p V W W C N J W 2 a m H m a 2 4 z a-Uc2.. 2 4 LI awd x 2 L ' x ?-C 4 4 F C A - 1- mO d =d2 W U W I V U = d r V L H W O4Q C L., Q ° C. =(A W C O C= ~ IaC.1" g Vi °0 a 2 [ y7 W ZO = ,.. 0 I . 3 l =a= Li I- V)gFC v U Y g J :, c.,.... =_ ri g , s t'i G 4= W 2 Q 10 ° / aT a o0C _ L _ _ow -,- a- ° x W =W = = N r I ( =Ox QY a7 L .L. 0C N C• °O W ,..,''� z 6 = x Z ae9 °a W ~ o Q 1 W 7r_IQN °C N W C = V 6 W W C W = Z W a m r ✓ a ccavlo RECEIVED Cl I Y OF I UK W1 L r r 1 • n 9 • fl7 r . MIYI %Tai T Eri DATE 12/14/2007 ML NAW RHW FINISH AND DOOR SCHEDULES I 1 2 1 2 1 1 1 1 1 NO. LOCATION O1 SLIDING WOOD DOOR ® STOREFRONT ® ROLLING GRILLE ® ROLLING GRILLE ® NOT USED ® TOI LET ROOM 0 TOILET ROOM ® OFFICE ® SALES /NON SALES 10 SERVICE 0 STOCKROOM 12 MOP CLOSET 0 BLIND DOOR 14 BLIND DOOR 15 PINK FITTING ROOM 16 PINK FITTING ROOM 0 PINK FITTING ROOM 0 FINK FITTING ROOM SIZE (NOMINAL) DOOR MATERIAL TEMP. GLASS PERFORATED METAL METAL FRAME WOOD CUSTOM STEEL POST STEEL POST IN= WOOD WOOD WOOD WOOD WOOD OO D RATING PF■PM1 PP"' WSW= 11111■1■Pffl F■11■1 ;■P■IMI NM= IMP■IM p p ME DOOR TYP 6 6 6 7 5 6 4 4 4 4 HDW GROUP 5-2 A A DETAIL NUMBER HEAD JAMB SILL A A 08.7 A 05.4 08.2 08.4 Al2.4 A Al2.4 A Al2.4 Al2.4 Al2.4 A Al2.4 A A13.4 A13.4 Al2.4 Al2.4 A Al2.4 Al2.4 Al2.4 A13.4 ABA ABA Al2.7 Al2.7 Al2.7 DOOR SCHEDULE & HARDWARE GROUPS DOOR AND HARDWARE NOTES REMARKS / HARDWARE NOTES Other relevant information DOOR TO REMAIN UNLCCKED DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS BY MFG. PRE-FINISHED BY MFG. PUBLIC NON-PUBLIC SEE ELECT. DRAWINGS FOR DELIVERY BUZZER PRIMED G.C. TO PAINT P-14 PRIMED G.C. TO PAINT P-14 PRIMED G.C. TO PAINT P-14 NO SCALE I. EXIT DOORS AT STOREFRONT TO HAVE SIGN ON TOP RAIL STATING "T1-115 DOOR TO REMAIN UNLOCKED DURING BUSINESS 1-1OURS AS REQUIRED BY CODE. 2. DOORS l41 TI-IE PAT1-4 OF TRAVEL FOR 14ANDICAPPED TO BE OPERABLE WIT1-1 A SINGLE EFFORT BY LEVER, PANIC BAR OR PUSH / PULL I4ARDWARE AS PER ADA. 3. IVIT DOORS TO BE OPERABLE FRCA1 THE INSIDE WITI4OUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 4. PROVIDE A MOTOR FOR ROLLING GRILLES MORE THAN 150 SQUARE FEET OR WIDER THAN 12 COORDINATE POWER REQUIREMENTS KITH ELECTRICAL DRAWINGS. PROVIDE ACCESS PANELS AS REQUIRED COORDINATE LOCATION WITH ARCHITECT. 5. G.C. TO PROVIDE AND INSTALL SIGNAGE ON STORE SIDE OF BOTTOM RAIL OF GRILLE STATING, 'GRILLE TO REMAIN IN FULL OPEN POSITION DURING STORE HOURS WHEN OCCUPIED BY TI-IE GENERAL PUBLIC." 6. DOOR CLOSERS TO BE ADJUSTED TO PROVIDE FOR A MAXIMUM EFFORT TO OPERATE OF 5 LBF. AT FIRE DOOR USE LESS THAN 15LESS MINIMUM FORCE ACCEPTABLE BY FIRE MARSHAL. THE SIAIEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO TI-IAT FROM AN OPEN POSITION OF 10 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MORE TO A POINT 3" FROM TI-IE LATC14, MEASURED TO TI-IE LEADING EDGE OF - n-LE DOOR. 7. THRESHOLDS 514ALL NOT EXCEED 1/2" IN 1-1EIGHT. RAISED THRESHOLDS AND FLOOR LEVEL CI-IANGE5 AT ACCESSIBLE DOORHAYS 51-1ALL BE BEVELED A SLOPE NO GREATER TI-IAN 1:2. 5. ALL WOOD AND 14.M. DOORS TO 14AVE 1-1/2 PAIR BUTT HINGES PER LEAF. (KEY ALL LOCKS ALIKE). q. 13011-1 SIDES OF DOORS SHALL BE FINISHED THE SAME, UNLESS OTHERWISE NOTED. SEE A05 DRAWINGS FOR PAINT CALL OUTS. 10. ALL WOOD DOOR FRAMES AND TRIM SHALL BE A.W.I. OR W.I.C. CUSTOM GRADE U.O.N. 11. ALL LEGAL E)(IT5 SHALL BE PROVIDED WITH SELF-ILLUMINATED EXIT SIGNS WAVING 6 LETTERS WITH 3/4 STROKES IN CONTRASTING COLORS. 14ARDWARE CONTRACTOR TO COORDINATE ALL HARDWARE WITI-1 DOORS 4 FRAMES AS SPECIFIED, INCLUDING EiACKSETS * STRIKES. 12. ALL MILLXORK IN T1-115 SCOPE OF WORK SHALL BE DELIVERED ON SITE 51-10P-PRIMED AND SANDED. 13. ALL COMPONENTS OF FIRE RATED DOOR ASSEMBLIES 51-1ALL BEAR THE LABEL OF AN APPROVED TESTING AGENCY INCLUDING (DOOR, FRAME, CLOSING DEVICE, LATCHES * 14INGES). FRAME, AND PROVIDE SMOKE GASKETS AND DRAFT CONTROL IF REQUIRED. 14. DOOR HARDWARE SI-IALL BE OF THE LEVER OR PUSH TYPE (STAINLESS STEEL IN ALL LOCATIONS). MOUNTED 30" TO 44" ABOVE WE FLOOR AND SHALL BE OPERABLE WITH A MAXIMUM EFFORT OF 85 4135 FOR EXTERIOR DOORS AND 5 LBS FOR INTERIOR DOORS (KEY ALL LOCKS ALIKE). 15. OFFICE DOOR AND NON-SALES DOOR TO BE KEYED ALIKE. 16. LOCKING HARDWARE AT ENTRY DOORS MUST INCLUDE U-CHANGE LOCKS. 17. FOR VISTING SERVICE DOORS, G.C. TO INSTALL TAMPER PROOF HINGES IF NOT VISTING. REMOVE OUTSIDE KNOB/LEVER/LOCK AND INSTALL BLANK COVER PLATES TO CONCEAL ALL 18. HANDICAP FITTING ROOMS TO RECEIVE SLIDING STOPS (2 EACH) AS SUPPLIED BY MANUFACTURER NO SCALE J DESCRIPTION NOTES FINISH SCHEDULE FLAME SPREAD NO SCALE OM PROJECT INFORMATION: VARIES - SEE K/A00.2 NOTE: USE THE FINISH SCHEDULE TOGETI -IER WITH THE KEY BELOW TO DECIPHER THE FLOOR FIXTURE ID TAGS FROM THE A06 SHEETS. FOR EXAMPLE: 1-IF3 -5L REPRESENTS THE 3- NICHE HORIZONTAL FOCAL WITH BLACK, WC -8 FINISH. NOTE: THIS SCHEDULE LISTS ALL POSSIBLE FIXTURES. PLEASE SEE THE A06 SHEETS FOR FIXTURES SPECIFIC TO THIS STORE. PINK FIXTURE PUCK PANEL - 32" PUCK PANEL - 48" FOCAL PUCK PANEL - 16" FOCAL PUCK PANEL - 48" WOOD PANEL WITH 3 PUCK - 33" WOOD PANEL WITH 3 PUCK - 49" WOOD PANEL - 6 5/16" WOOD PANEL - 11 II /I6" WOOD PANEL - 49" ISLAND CASHWRAP SIDE CASHWRAP LOOSE CASHWRAP FIXTURE - LARGE LOOSE CASHWRAP FIXTURE - SMALL CHESTERFIELD SOFA CRATE SIDE TABLE CARVED COFFEE TABLE SOFA TABLE FLOORCLOTH VI INGBACK CHAIR PANTY BAR BRUSH FINISH DRAWER BASE BRUSH FINISH T- STAND ON DRESSMAKERS BASE U -STAND ON DRESSMAKERS BASE LOUNGE FIXTURE - SMALL LONG CARVED TABLE TRUNK PACKAGE BAKERS RACK BAKERS RACK SHORT LIFESTYLE TABLE FITTING ROOM MIRROR FITTING ROOM REAR VIEW MIRROR FITTING ROOM STADIUM CHAIR FITTING ROOM BENCH - HANDICAPPED (48 "W AS REQUIRED BY CODE) SALES FLOOR MIRROR IN STORE SHOPPER BENCH ID PP32 PP48 PFP16 PFP48 PWP32 PWP48 PWPA PWPB PWPC PCWI PCWS PCWFL PCWFS PCFS PCST PCCT PST PFC PWBC PPBLB P05532 POTS PDUS PLFS PCTL PTP PBR PBRS PLT PERM PRVM PRFSC PFR13H PSFM PISD T.B.D. FIXTURE SCHEDULE NO SCALE T 1. ELECTRICAL CONTRACTOR IS TO TILT THE LAMP IN ALL "5' AND "T' FIXTURES AT AN ANGLE TOWARD WALL OR CABINETS PER DIRECTION FROM THE STORE MANAGER PRIOR TO STORE OPENING - REFER TO "DIRECTION ARROWS" ON PLAN 2. IF MUSIC SPEAKERS NEED TO BE RELOCATED OTHER THAN WHAT IS SHOWN ON REFLECTED CLG. PLAN, THEN RELOCATE AS CLOSE AS POSSIBLE TO GIVEN LOCATION. RELOCATE IN A SYMMETRICAL PATTERN IN RELATIONSHIP TO ADJACENT LIGHTS AND SPRINKLER HEADS. 3. G.G. IS TO PROVIDE ACCESS PANELS AS REQUIRED BY LANDLORD TO GAIN ACCESS TO PULL BOXES, DAMPERS, VALVES, TEMPERATURE CONTROL. (COORDINATE LOCATIONS IN FIELD WITH L5D4C - LOCATE IN SYMMETRICAL PATTERN WITH LIGHTING LAYOUT) SEE ACCESS PANEL SPECIFICATIONS. 4. ALL DIMENSIONS SHOWN ON REFLECTED CEILING PLAN ARE TO FACE OF GYPSUM BOARD - SEE CONSTRUCTION DETAILS FOR CLARIFICATION 5. NO COMBUSTIBLE MATERIALS OF ANY TYPE ALLOWED ABOVE FINISHED CEILING OR IN ANY OTHER CONCEALED OR NON SFRINKLERED SPACE 6. WHEN A DECK 15 LOCATED ABOVE THE MANAGER'S OFFICE OR ABOVE THE LAVATORIES, G.G. 15 RESPONSIBLE TO MAKE SURE THESE DECKS ARE KEPT CLEAR OF ALL CONDUIT AND OTHER ITEMS THAT MAY RUN ON TOP OF DECK. IF IT IS NECESSARY TO RUN CONDUIT OR OTHER ITEMS, HOLD THEM TIGHT TO FULL HEIGHT WALLS TO ALLOW USE OF DECK. SEE DETAIL 14/Al2.I FOR EXTENT OF DECK. 7. ALL CEILING HEIGHTS ARE FROM THE TOP OF FINISH FLOOR TO UNDERSIDE OF FINISH CEILING S. PROVIDE ADEQUATE CLEARANCES FOR FIXTURES, DUCTS, CEILINGS AND RELATED PERTINENT ITEMS NECESSARY TO MAINTAIN THE SPECIFIED HEIGHTS ABOVE FINISH FLOOR. REFLECTED CEILING PLAN NOTES SYMBOL DESCRIPTION NE , NEON r3 u F4 CS 00 X2 D X4 1=1 X5 T5 I FC Li 74) RECESSED HALOGEN DOWNLIGHT, WHITE CONE, MATTE FINISH, SELF FLANGED REFLECTOR, WHITE OPAL LENS 6 RECESSED COMPACT FLUORESCENT DOWNLIGHT, CLEAR CONE, MATTE FINISH, SELF FLANGED REFLECTOR. 7'0 RECESSED HALOGEN DOWNLIGHT, CLEAR CONE, MATTE FINISH, SELF FLANGED REFLECTOR 64) RECESSED HORIZONTAL COMPACT FLUORESCENT DOWNLIGHT, CLEAR CONE, MATTE FINISH, SELF FLANGED REFLECTOR - ENERGY REDUCTION 64 RECESSED HORIZONTAL COMPACT FLUORESCENT DOWNLIGHT, CLEAR CONE, MATTE FINISH, SELF FLANGED REFLECTOR - ENERGY REDUCTION: WITH EMERGENCY BALLAST I 44 RECESSED ADJUSTABLE MR16 ACCENT LIGHT, CONICAL DROP HINGE LAMP, MATTE WHITE TRIM - ENERGY REDUCTION 4'0 RECESSED ADJUSTABLE MR16 ACCENT LIGHT, 45' VERTICAL TILT, 360' ROTATION, CLEAR CONE, MATTE FINISH TRIM. PINK FITTING ROOMS (AND PUBLIC RESTROOM): WHITE PENDANT W/ 6" CANOPY, 4 1/2" STEM. BOTTOM OF FIXTURE TO BE HUNG AT 8' -0' A.F.F. (60 WATTAGE) AT CASHWRAP AREA: WHITE PENDANT WITH 6" CANOPY, 16 1/2" STEM, BOTTOM OF FIXTURE TO BE HUNG AT 8' -6' A.F.F. (25 WATTAGE) "PINK" COLLEGIATE NEON SIGN TO BE HUNG AT B.O. SIGN 5' -2 1/2" A.F.F. "LOVE" AND "PINK" COLLEGIATE NEON SIGN TO BE HUNG AT WALL ABOVE - SEE INTERIOR ELEVATION. NEON SIGN 2' BARE LAMP FLUORESCENT STRIP, ELECTRONIC BALLAST, SURFACE MOUNTED. 3' BARE LAMP FLUORESCENT STRIP, ELECTRONIC BALLAST, SURFACE MOUNTED. 4' BARE LAMP FLUORESCENT STRIP, ELECTRONIC BALLAST, SURFACE MOUNTED. 6' BARE LAMP FLUORESCENT STRIP, ELECTRONIC o- v BALLAST, SURFACE MOUNTED. 8' BARE LAMP FLUORESCENT STRIP, ELECTRONIC L60 BALLAST, SURFACE MOUNTED. 12' BARE LAMP FLUORESCENT STRIP, ELECTRONIC BALLAST, SURFACE MOUNTED. PAR30 FRONT LOADING GIMBAL RING TRACK HEAD, MATTE WHITE FINISH - ENERGY REDUCTION 4 1/4"4 TRACK MOUNTED PAR30 METAL HALIDE TRACKHEAD, MATTE WHITE FINISH, WITH ACCESSORY CLIP AND SPREAD LENS. AM ERLUX SEMI - RECESSED 2 -LITE DOWNLIGHT, 120 VOLT, ELECTRONIC BALLAST, WHITE FINISH. TRACK MOUNTED "MINI MASTER COLOR" TRACKHEAD, WHITE FINISH SURFACE MOUNTED TRACK UNIVERSAL MOUNTING EMERGENCY LIGHT UNIVERSAL MOUNTING EXIT SIGN 4 EMERGENCY LIGHT, SINGLE SIDED EMERGENCY DOWN -LIGHT (SALES) CEILING MOUNTED LED EXIT SIGN, SINGLE SIDED CEILING MOUNTED LED EXIT SIGN, DOUBLE SIDED SEMI - RECESSED WALL MOUNTED LED EXIT SIGN, SINGLE SIDED SEMI- RECESSED WALL MOUNTED LED EXIT SIGN, DOUBLE SIDED THERMAPLASTIC EXIT SIGN, UNIVERSAL MOUNTING TRAFFIC COUNTER SECURITY DOME MUSIC SPEAKER SUBWOOFER SECURITY CAMERA SECURITY MONITOR FIXED SECURITY CAMERA NO SCALE 05DAO03MONOTE SYMBOL DESCRIPTION NI 4' CHAIN HUNG BARE LAMP FLUORESCENT STRIP, EMERGENCY BALLAST, WIRE GUARD w 4' SURFACE MOUNTED BARE LAMP FLUORESCENT STRIP, EMERGENCY BALLAST, WIRE GUARD 4' CHAIN HUNG BARE LAMP FLUORESCENT STRIP, ELECTRONIC BALLAST, WIRE GUARD x FM 8' CHAIN HUNG BARE LAMP FLUORESCENT STRIP, ELECTRONIC BALLAST, WIRE GUARD FN 12' CHAIN HUNG BARE LAMP FLUORESCENT STRIP, ELECTRONIC BALLAST, WIRE GUARD FO 16' CHAIN HUNG BARE LAMP FLUORESCENT STRIP, ELECTRONIC BALLAST, WIRE GUARD Fr; 4' SURFACE MOUNTED BARE LAMP FLUORESCENT STRIP, ELECTRONIC BALLAST, WIRE GUARD Fr 8' SURFACE MOUNTED BARE LAMP FLUORESCENT STRIP, ELECTRONIC BALLAST, WIRE GUARD FU 12' SURFACE MOUNTED BARE LAMP FLUORESCENT STRIP, ELECTRONIC BALLAST, WIRE GUARD FW 16' SURFACE MOUNTED BARE LAMP FLUORESCENT STRIP, ELECTRONIC BALLAST, WIRE GUARD 1'X4' SURFACE MOUNTED FLUORESCENT WITH PRISMATIC LENS - ENERGY REDUCTION CEILING EXHAUST FAN AT LAVATORY 12" X 24" RETURN AIR GRILLE (SALES AREA) 12" x 12" RETURN AIR GRILLE (FITTING ROOMS, ALCOVES) 24" x 24" RETURN AIR GRILLE: (SALES AREA) 12" X 12" SUPPLY AIR GRILLE (MANAGER'S OFFICE) 24" X 24" SUPPLY AIR GRILLE (SALES AREA) 24" X 24" ACCESS PANEL (SEE A15.2 SECTION 08310 - ACCESS DOORS AND PANELS) CEILING & LIGHTING LEGEND SEE ELECTRICAL LIGHTING SCHEDULE FOR LIGHT FIXURE AND LAMP SPECIFICATIONS. NO SCALE J 1. ALL DIMENSIONS SHOWN ON CONSTRUCTION PLAN ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED, SEE CONSTRUCTION DETAILS FOR CLARIFICATION. 2. ALL ANGLED WALLS ARE TO BE 455' UNLESS NOTED OTHERWISE ON PLAN OR CONSTRUCTION DETAILS. 3. FLOOR LEVELING REQUIREMENTS, SALES AREA MAX. SLOPE 2%, STOCKROOM (FOR FIXED SHELVING PAD, MAX. SLOPE 0.5%. FOR MOBILE SHELVING, MAX. SLOPE 0.01%) 4. AT OPEN CEILING LOCATIONS, CONDUIT AND SPRINKLER PIPING SHALL RUN STRAIGHT AND TRUE, AND DUCTWORK SHALL BE SPIRAL RUN GALVANIZED STEEL DUCT. OPEN CEILINGS WITH CONDUIT AND DUCTWORK EXPOSED SHALL BE PAINTED PER THE FINISH SCHEDULE. 5. REFER TO MECHANICAL DRAWINGS FOR H.V.A.C. EQUIPMENT SERVICE PLATFORM LOCATIONS (IF ANY), SPECIFICATIONS AND INSTALLATION NOTES AND DETAILS. 6. ALL CABINET ROUGH OPENINGS 4 FINISHED CABINET DIMENSIONS ARE CRITICAL DIMENSIONS. IF FIELD DIMENSION VARIES FROM THOSE SHOWN ON PLAN, LSD$C'5 PROJECT MANAGER SHOULD BE NOTIFIED IMMEDIATELY. 7. SAW CUTTING IS REQUIRED FOR INSTALLATION OF SENSORMATIC EQUIPMENT. DASHED LINES INDICATE POSITION OF SENSORMATIC PADS AT ENTRANCES. REFER TO ELECTRICAL DRAWINGS FOR SPECIFIC INSTALLATION DETAILS AND REQUIREMENTS. TYPICAL AT ALL ENTRANCES. 8. ALL G.C. SUPPLIED WOOD TRIM 4 BLOCKING TO BE FREE FROM ANY KNOTS, DEFECTS, ETC., ONLY CLEAR FINISH GRADE BOARDS WILL BE ACCEPTED BY LSD$C CONSTRUCTI MANAGER. 9. G.G. TO PREPARE ALL SLABS AS NECESSARY FOR INSTALLATION OF FINISH FLOORING. 10. (REF) INDICATES A REFERENCE DIMENSION WHICH 15 NOT CRITICAL AND MAY VARY IN THE FIELD. IF DIMENSION VARIES CONSIDERABLY MORE THAN NOTED ON DRAWINGS, NOTIFY THE L5D4C CONSTRUCTION MANAGER IMMEDIATELY. CONSTRUCTION PLAN NOTES LANDLORD REQUIREMENTS NO SCALE 05DA003GONOTE Bulletin 11 Southcenter Mall Tenant Design Criteria Tian Statt Min ril Date: 1 6.61C07 Thin: $nlletin s e r i e s I e l s the m a s t up to date i firm regarding the required Roofing eu$s S1 irecti t anti Preferred Sprinkler Subcontrecters fer all Tenant Improvem 3t the Scuathceirter M 11t. The informatieh beti r supplement the inf rrnahanin thf Temp* [wart erigiaja Maprrsal dated march , 21 7. i+s there eib t r ortho Tit to formed . information Tie A r c h i t e c t s end Engirieers. Requi d Roam uhcntraerrir. Pad1Fia Rainier R:,oflng, Th . Attn: Malty 1473 Stone Avet':Uie I frttl Seattle,. WA 38:13 Phone: 2.67' F .: 63 -481i E�Iri l paOranWgiatoltOn1 . Preferred Spriridtter Sub[f r°ItrAtttirs: Patriot Fire Protection III. Mark Fr 2707 7e Avenue Ea5 Tacoma, WA 96424 24 Hr. .Pl w:: 25-926-22.91.1 Direct Lire: 253-23473,53S Fes: 2 5- 3- g 2-6 .1-40 c+sc Fire Protection Patrir..k. ri-ah n 15000 W nv:fl Redirond. Pzadi Sae a-; ' aadlnyilk VA, KifAin 24 Hr. Ph :425 - 8274 Dim et Line 425-6M Fax: 5 8Z7- 4754 E - rti pcarnatranaomoofire.ami . Western states Fie Protection Co, Wes Hamilton 7102 ! t l x AVenue NE, #A -105 I d17iorid. thiA 98,1.52 Hr; Thanes 2 125-631-0100 Direct Lime: 425 -€ 01.01.' 425--S$1-.Ca! irr il: weston,hatilitig"4.1.s. Cromer Fite Protection, Inv John Abel 4932 West Interurban Blvd. SthelL WA 9 }12 24 I-fr. Phone: 425 1 pima Line: 1 2 5 - 1 8 1 ; - 7 6 6 0 : j It ".co -1 )01 Bulletin 14 ............................ Southcenter Mall Tenant DOSitirl Criteria "r1� FJI C rI:EI TEV rla D_ 1214:2007 T 14. Bulletin teries at the recigit .up te¢ date Itithnnatien reg rding the 3rd Party Sprinkler Pervi +r tar all Tenant imps. cit. at the Sclst#lwenter 41011. 'The inlrcrraatian attaetted !uppterne is the infonn L ion in the Tennant Eleogn ri# iia MtiOttal d a t e d march 2 0 4 } 7 . it is the .r&Aptiti ibai of h .T.eilant fonvar 1 thi i nform stiart to the Tensors Archit+ , Englieers, and Contractors, Ten Who require ? ;inkier tm.0-4 or moo Within their Der ised $es a re r r q u f l l` to complete a a part r e v i v e pi rto the Fire Dep rtment prrnkterpermit submittal, Tend $fia11 tili 6 the folicAng °+ tiir r . .5 to i e.vi acrd engineer fr this, review: T €EgQ11 ri ee ; FLLC Eric P. T zOn„. PP A2.I1IE 1 Renton, WA 39 T4lepho ' f425) 917'10.3 F osirnite 0251917-1705. E i 1 Il' ericatifazomeon The ttrst : `d patty revl8ti ^t'wijI t barrio lay the Tenant or Tenatit 6eriertf O,arltra r Sri ill be bill$d ap a part vftlie TorlartF6 eprinl lei cOrletr its, NO SCALE E C1 SCHOOL HOUSE HOOKS -SEE B/AI3.4 0 H.C. BENCH - G.C. TO PROVIDE SOLID F.R.T. IN -WALL BLOCKING TO SECURELY MOUNT BENCH TO WALL - SEE A13.2 FOR DETAILS CD LOCATION OF MARKETING GRAPHICS - SEE INTERIOR ELEVATIONS AND N/Al2.6 FOR INSTALLATION GUIDELINES 0 FITTING ROOM PAGING SYSTEM BUTTON - SEE L/E04.3 FOR SPECIFICATIONS 5 1" X 8' -0" SURFACE MOUNTED CLEAR CORNER GUARDS C I 5' -0" DIAMETER HANDICAP CLEAR TURNING CIRCLE �J TELEPHONE AND ELECTRICAL PANEL - SEE ELECTRICAL DRAWINGS FOR EXACT PLACEMENT AND DETAI 0 DECK ABOVE - SEE DETAIL D /Al2.1 AND STRUCTURAL DRAWINGS FOR DETAILS p BRUSHED STAINLESS STEEL SURFACE MOUNTED CORNER GUARDS - SEE A15.4 FOR SPECIFICATIONS 10 DRINKING FOUNTAIN - SEE DETAIL R/AI3.I AND PLUMBING DRAWINGS 11 HARDWARE STORAGE BIN - SEE C/A14.1 FOR DETAILS 12 PLAN TUBE HOLDER - SEE 0 /14.1 FOR DETAILS C I SOUND SYSTEM - SEE A/E04.2 FOR DETAILS 14. TABLE * CHAIRS 15 LOCKERS - G.C. TO BOLT TO EACH OTHER AND FASTENED TO WALL - SEE A15.4 FOR SPECIFICATIONS STEAMER - S CI PROCESSING WORK STATION MARKETING STORAGE BIN rrr rr1 rlA1 • CI MOP SINK - SEE A/A13.1 AND PLUMBING PLANS FOR DETAILS 21 PERSONAL COMPUTER CART CI SUPPLY SHELF 23 MANAGER'S DESK CI FILE CABINET CI FIRE EXTINGUISHER CI DOOR CHIME FOR NON -SALES DOOR 28 LOCATION OF SENSORMATIC SYSTEM AMD CONCRETE CUTTING /EXCAVATION. SEE SHEET E04.4 FOR DETAILS 29 LEASELINE PLAN KEYNOTES PARTITION SCHEDULE A 2A/AI4 I CA 32 MALL BULKHEAD ABOVE 33 CENTERLINE OF SLIDING DOOR 7 PACK 35 REFRIGERATOR AND MICROWAVE - SEE POWER PLAN 36 SHELF FOR WATER HEATER - SEE STRUCTURAL DRAWINGS FOR FRAMING DETAILS 37 BLOCKING ABOVE CEILING - SEE CEILING PLAN FOR LOCATIONS SS PA 0 NOT USED 10 NOT USED 41 NOT USED 42 NOT USED 43 NOT USED a NOT USED C I NOT USED C J GC TO INFILL MALL FLOORING FROM LEASELINE TO FACE OF STOREFRONT AS REQUIRED. VERIFY AMOUNT IN FIELD. USE ONLY FULL TILES (IF EXISTING IS CUT, REMOVE AND REPLACE WITH FULL TILE). q7 NOT USED 48 NOT USED NO SCALE NOTE: ALL LIGHT GAGE METALr- 1ZAMING TO COMPLY WITH THE SSMA (STEEL STUD MANUFACTURERS ASSOCIATION) TAtikgp AND GUIDELINES. REFER TO DETAIL N /Al2.1 FOR REQD STUD SIZES, GAGE AND SPACING'- FOR WALLS UNDER DIFFERENT LOADING CONDITIONS OR HEIGHTS, REFER TO THE SSMA TABLES. 1111111111111111 1 FAILIMMIVinti 11 ///////I (N) DEMISING WALLS: (I) LAYER ' TYPE 'X' GYPSUM BOARD (ON FORE SIDE ONLY) TIGHT TO DECK ABOVE ON LANDLORD'S 6' METAL STUR FRAMING. ONE HOUR FIRE RATED PER U.L. #U465 (E) PAgjT ON (AND OR DEMISING) WALLS: G.C. TO REPAIR OR REPLACE 5/8" GYP. BD. TYPE =a'X' IF REQUIRED TO MAINTAIN FIRE (N) NON RATED PARTITION: (I) LAYER 5/8" TYPE "X" GYP.BD EACH SIDE ON MTL STUDS @.,16" O.C. OR RECESSED WALL STANDARD STUDS AS INDICATED ON PLAN. INSTALL GYP.BD ON ONE SIDE ONLY AT BACK TO BACK CONDITIONS (REFER TO SPECIFIC DETAILS). AT RESTROOM WALLS THAT SHARE SALES AREA WALLS, FILL WITH 3 1/2' FRICTION FIT BATT INSULATION (STC 42 OR BETTER). (N) FURRED PARTITION: 3 5/8" MTL STUDS @ 16" O.C. WITH 5/8" TYPE "X' GYP.BD ON ONE SIDE (N) ONE HOUR RATED PARTITION: METAL STUDS WITH 5/8' TYPE 'X' GYP.BD ON BOTH SIDES. EXTEND GYP.BD TIGHT TO DECK ABOVE OR TIGHT TO BOTTOM OF RATED CEILING, SEE FLOOR PLAN FOR SPECIFIC CONDITION (U.L. #U465) REFER TO N/Al2.1 FOR REQD STUD SIZES, GA AND SPACING. I (N) STOREFRONT WALL (INTERIOR MALLS): METAL STUD FRAMING, FINISH VARIES, SEE A05.1 - A08.8 .�ia✓>ra. I (N) LAVATORY/OFFICE DECK WALL: METAL STUDS TO 7' -4' A.F.F. WITH 5/8' TYPE 'X' GYP.BD ON BOTH SIDES. FILL WITH 3 1/2" FRICTION FIT BATT INSULATION (STC 42 OR BETTER) AT ALL 17 RESTROOM WALLS ADJACENT TO PUBLIC AREAS FOR SOUND ATTENUATION. RUN INSULATION FROM TOP OF FLOOR SLAB TO TOP OF PLATFORM. SEE STRUCTURAL DRAWINGS FOR FRAMING DETAILS. AFICS, t AO8.1 - AO8. COLUMN NOTES: GENERAL CONTRACTOR TO WRAP ALL STRUCTURAL MALL COLUMNS WITHIN LEASED SPACE WITH 5/8' GYP. BD. TYPE 'X' FIRE -RATED ENCLOSURE TO OBTAIN REQUIRED RATING AS ESTABLISHED BY STATE AND LOCAL CODES AND /OR HY LANDLORD. COLUMNS ARE TO BE WRAPPED AS TIGHT AS POSSIBLE TO MAINTAIN A MINIMUM SIZE ENCLOSURE, UNLESS NOTED OTI- IERWISE. INTERIOR BARRICADE: 5/8" GYP.BD OVER 3 5/8' 25 GA. METAL STUDS @ 24' O.C. - MUD AND TAPE JOINTS TYP., PAINT AS NOTED. PROVIDE 3 5/8" 25 GA. MTL. STUD BRACING AND BOTTOM STRUTS @ 10' -0" O.C. MAX. SECURE BOTTOM STRUTS AS REQD G.G. IS RESPONSIBLE FOR BARRICADE FRAMING, INCLUDING ALL CONNECTIONS TO STRUCTURE. E' ////////I (WHERE- -OGC-URS) GENERAL CONTRACTOR TO CONFIRM ACTUAL FIELD CONDITIONS AND COMPLY WITH INDICATED INSTRUCTIONS. EXISTING DEMISING WALLS TIGHT TO DECK: * REPAIR AND /OR REPLACE DRYWALL SURFACES TO LIKE NEW CONDITION. EXISTING DEMISING WALLS SHORT OF DECK: * INSTALL ADDITIONAL METAL FRAMING AND DRYWALL AS REQUIRED TO COMPLETE DEMISING WALL TIGHT TO DECK. EXISTING DEMISING WALLS SHORT OF DECK: REQUIRED DUE TO COMMON HVAC PLENUM AND APPROVED BY BUILDING DEPARTMENT: * INSTALL 1' X 2' WIRE MESH SECURITY SCREEN FROM TOP OF PARTITION TIGHT TO DECK ABOVE - G.G. MUST ADVISE LSD*C'S PROJECT MANAGER OF ACTUAL FIELD CONDITIONS IN ORDER TO OBTAIN SPECIFIC INSTALLATION INSTRUCTIONS. NO SCALE C A SHREMSHOCK , ARCHITECTS, INC. 6130 S. S ROAD WESTERV 4 30.8 1 614 --545 REG :sib' ED '401 ECT GERAL'S SHREMSHOCK STATE OF WASHINGTON 6923 W = C-5 - � Y Ce 4 W E : c2 z 4 y 6 N y a N � z�. ° W W W W ° W S ° 2 D_F O4 a 4 oci) REQUIRED BY: O * INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: REVISIONS: E W Q Q C W W Cr S � °UC w W d0. w ° z a 0 a �� W W 4 0 C :>: U O g" O N Vim ° W uWi m a c, 0 J C ° f/1 a W W T ° h� w� Oa ��za W O_° U.0 H° ^! 2 cya� H= r8 E C W U ° C7 W ~ F, ri� d i` ti "; W °d,. W °� �� ;::: . d ° T J C V Q W S ,)w 40 C O J O. i z Q z U W d Q. q 4 U� �! -y1^ W a W � W F uld t/ 1 N m l ) I- m fA a p : p = 0 w v+ CSC 21 2001 NOTES AND LEGENDS DRAWING NUMBER: i iCvG i v �"v CITY OF TUKW A P :Iilvu I CENTER N N N O DATE 12/14/2007 ML NAW RHW ILA 1/2" = 1 ° -0 °° NOT USED NOT USED E STOREFRONT BARRICADE NOTES NO SCALE - - P-13 \ -1 P-13 I g / \ \ / 1/2" = 1 ° -0 °° NOT USED NOT USED E STOREFRONT BARRICADE NOTES NO SCALE - - 05DA017A0NOTE NOT USED S NOT USED a 15 A.F.F. T.O. MALL BU LKI- -I EAD 13' -7" A.F.F. S.O. MALL BULKI -LEAD 12' -0" A.F.F. T.O. BARRICADE 0 - 0 j1 FINISI -I FLOOR INTERIOR MALL BARRICADE ELEVATION L.L. /L.L. PAIR OF 3' -0" LOCKABLE HOLLOW CORE DOORS ALIGNED WITI -1 STOREFRONT OPENING - SEE A0I.1 FOR LOCATION 1 P -13 30' -0' L.L. /LL. PER L.O.D. P VArtiza 1l1 trl R I, f1 14' -5" J I 6 5/I6" 12 atkw 0 1•40 P -13 BARRICADE GRAPHICS LAYOUT TO BE APPROVED SEPARATELY BY LANDLORD R E� JED FOR : CODE COMPLIANCE APPROVED n{ib City Of IulovIla i 1/4" = 1' -0" SHREMSHOCK 6130 S. q,, WESTERIVI 614 -5454' REIERED HITECT 0 GEC S. SHREMSHOCK STATE OF WASHINGTON 6923 y yK.w:[Ay, REQUIRED BY: i * INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: ARCHITECTS, INC. ROAD Q 1 J to W �■ WN0< I — O W z c V D W VI cD(/l co co co 1) REVISIONS: RECEIVED CI I Y UI- IUKVVIL'\ n r,. n .1 nrn7 1.UL'J L I LuUI BARRICADE PLAN & DETAILS DRAWING NUMBER: rtnlvu 1 (./tN tI-6 n n If) N I— zW o ce 0- �c w 1.1., 0- as W Z C' Z N C 0 C DATE 12/14/2007 ML NAW RHW - •m• • ■ M ~ 0• - V • 'r V . V � V 1- i r • 3' -0" MIN. 4'_0" SECTION AT INTERIOR BARRICADE EXISTING MALL BULKHEAD ISQUEEN DUST BARRIER OVER 3-5/8" X 25 GA. MTL. STUDS @ 24" O.C. - SECURE TO EXISTING BULKHEAD. AFTER REMOVAL, PATCH AND REPAIR TO MATCH EXISTING CONDITIONS LEASE LINE GYP. BD. OVER 3 -5/8" X 25 GA. MTL. STUDS @ 24" O.C. - MUD AND TAPE JOINTS, SECURE TO BULKHEAD - AFTER REMOVAL, PATCH AND REPAIR TO MATCH EXISTING CONDITIONS 3-5/8" X 25 GA. MTL. STUD BRACING AND BOTTOM STRUTS AT 10' -0" O.C. MAX. - SECURE BOTTOM STRUTS AS REQUIRED. G.C. IS RESPONSIBLE FOR ALL BARRICADE FRAMING, INCLUDING CONNECTIONS TO STRUCTURE 1_ GENERAL CONTRACTOR IS TO CONSTRUCT BARRICADE AS SHOWN - IF REQUIREMENTS 5Y LANDLORD /MALL DIFFER, CONTACT LSD#C PROJECT MANAGER 2. CARE 15 TO BE TAKEN WHEN DISASSEMBLING AND REMOVING BARRICADE - GENERAL CONTRACTOR IS TO RESTORE MALL FLOORING /SIDEWALK AND BULKHEAD TO A 'LIKE NDSI' CONDITION 3. GENERAL CONTRACTOR IS TO CONSULT WITH MALL REPRESENTATIVE REGARDING HOURS DURING WHICH WORK ON BARRICADE MAT OCCUR 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL BARRICADE GRAPHICS AND FINISHES IN "LIKE NEW" CONDITION - GENERAL CONTRACTOR TO REPAIR AND REPAINT ANY DAMAGES AS NECESSARY 5. D PAINT AO NOTED. NOTE: CLEAR DOA 7. PROVIDE BATT INSULATION AS NEEDED FOR CLIMATIC CONDITIONS - PROVIDE SOUND INSULATION AS REQUIRED BY MALL MANAGEMENT S. GENERAL CONTRACTOR TO PROVIDE CONTINUOUS FLOOR PROTECTION AT POINT Of CONTACT WITH FRAMING - IN CASE OF DAMAGE TO MALL FLOORING, TILE SUBCONTRACTOR IS RESPONSIBLE TO PATCH AND REPAIR TO A "LIKE NEW" CONDITION 1. AT PACKAGE ONE AND SUPERSTORE BARRICADE WALLS, GENERAL CONTRACTOR IS TO FILL ALL VOIDS AND SEAMS TO PROVIDE A SMOOTH FINISH FREE OF ANY DEPRESSIONS OR EXPOSED SCREWS PRIOR TO THE INSTALLATION OF GRAPHICS. GENERAL CONTRACTOR 15 ALSO RESPONSIBLE FOR PAINTING SAID BARRICADE PER DETAIL B/A01.7 10. SIGNAGE INSTALLER 15 RESPONSIBLE FOR VERIFYING THAT PAINT IS COMPLETELY DRY PRIOR TO INSTALLATION OF GRAPHICS I II !I II.. SOUTHCENTER PROJECT INFORMATION: 1. IT IS THE INTENT OF THESE DRAWINGS THAT THE ENTIRE SPACE IS TO BE CLEARED OF ALL PARTITIONS, FIXTURES, FINISHES, AND 5IGNAGE. THE REMAINING SPACE SHOULD CONSIST OF EXISTING PERIMETER WALLS, STRIPPED COLUMNS, CONCRETE FLOOR, AND EXPOSED UNDERSIDE OF STRUCTURE (U.O.N.) COORDINATE WITH MECHANICAL DRAWINGS IF ANY EXISTING EQUIPMENT IS TO REMAIN. SPRINKLER MAINS ARE TO REMAIN. ALL BASE BUILDING UTILITIES TO REMAIN, INCLUDING BUT NOT LIMITED TO PLUMBING, DRAINAGE, AND ELECTRICAL SERVICE. 2. CONTRACTOR SHALL VERIFY FIELD CONDITIONS AND NOTIFY LS= PROJECT MANAGER AND ARCHITECT OF ALL DISCREPANCIES BEFORE PROCEEDING WITH WORK. 3. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE(S). PROVIDE AND PLACE BRACING OR SHORING TO ENSURE SAFETY AND SUPPORT OF STRUCTURE. G.G. TO ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE, OR INJURY. 4. CEASE OPERATIONS AND NOTIFY TI-IE LSD*C PROJECT MANAGER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE COMPROMISED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY IS RESTORED. 5. PROVIDE, ERECT, AND MAINTAIN BARRICADES, LIGHTING, AND GUARD RAILS AS REQUIRED HY APPLICABLE CODES TO PROTECT OCCUPANTS OF BUILDING, WORKERS, AND PEDESTRIANS. 6. FOR DISCONNECTING, REMOVING, AND CAPPING UTILITY SERVICES WITHIN AREAS OF DEMOLITION. NOTIFY THE LOCAL UTILITY COMPANY AND BUILDING MANAGER IN ADVANCE AND OBTAIN APPROVAL BEFORE STARTING THIS WORK. 7. VAC SUBCONTRACTOR TO INSPECT EXISTING CONDITIONS PRIOR TO DEMOLITION, AND DETERMINE WHETHER ANY COMPRESSOR REFRIGERANT LINES ARE PRESENT THAT MUST BE PROPERLY DRAINED (TO E.P.A. STANDARDS) PRIOR TO DEMOLITION. 8. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. IDENTIFY SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. q. EXCEPT WHERE NOTED OTHERWISE, MAINTAIN POSSESSION OF MATERIALS BEING DEMOLISHED. IMMEDIATELY REMOVE FROM SITE. 10. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK, INCLUDING THAT REQUIRED FOR CONNECTION TO TI-IE EXISTING BUILDING. PROTECT EXISTING FOUNDATIONS AND SUPPORTING STRUCTURAL MEMBERS. PI -IASE DEMOLITION IN ACCORDANCE WITH CONSTRUCTION SCHEDULE. 11. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. 12. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST TO LSP. 13. BURNING OF MATERIALS ON SITE 15 NOT PERMITTED. 14. REMOVE DEMOLISHED MATERIALS, TOOLS, AND EQUIPMENT FROM SITE UPON COMPLETION OF WORK. LEAVE SITE IN A CONDITION ACCEPTABLE TO LSD•C PROJECT MANAGER. 15. ALL STORE DEMOLITION WORK SHOULD HE COORDINATED WITH THE STORE MANAGER SO AS NOT TO DISRUPT STORE OPERATIONS. AREAS OF NEW CONSTRUCTION SHOULD BE CORDONED OFF TO PREVENT DEBRIS AND DUST FROM ENTERING THE REMAINING SALES FLOOR. ACCESS TO THE STOCKROOM MUST BE MAINTAINED. 16. PRIOR TO BID SUBMISSION, THE G.G. SHALL MAKE A SITE VISIT TO REVIEW TI-IE DEMOLITION REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, TI-IE ENTIRE INTERIOR OF THE EXISTING SPACE OR SPACES (LE. COMMON DEMISING WALLS, STOREFRONT, EXISTING UTILITIES AND LAVATORIES) REVIEW M.E.P. DRAWINGS FOR DEMOLITION REQUIREMENTS / UTILITY RELOCATIONS. COORDINATE ALL DEMOLITION WITH LSD#C PROJECT MANAGER AND LANDLORD'S FIELD REP. 17. REMOVAL INSTRUCTIONS FOR DATAPULT EQUIPMENT: A- POWER DOWN AND DISCONNECT 3 PHASE VOLTAGE SOURCE. E- CAREFULLY REMOVE ALL SPLIT CURRENT TRANSFORMERS. DO NOT CUT CT LEADS SNORTER THAN 10 FEET OR DAMAGE BECAUSE THE CT'S WILL BE REUSED. C- DISCONNECT ANALOG TELEPHONE CIRCUIT AND PHONE LINE SHARING DEVICE WHERE APPLICABLE. D- RESTORE STORE'S PHONE LINE(S) TO NORMAL OPERATION AND TEST. E- CALL ENERWISE AT 588.524.2772 UPON COMPLETION OR IF YOU HAVE QUESTIONS OR CONCERNS DURING REMOVAL. F- 5141P EQUIPMENT BACK TO ENERWISE WITH A NOTE STATING THE STORE NUMBER AND THAT IT IS LIMITED BRANDS PROPERTY. G- SHIPPING ADDRESS: ENERWISE GLOBAL TECHNOLOGIES 511 SCHOOLHOUSE ROAD - SUITE 200 KENNETH SQUARE, PA 1 1348 DEMOLITION GENERAL NOTES NO SCALE 05DA011MONOTE ftd 2 REMOVE ALL EXISTING GYP. BD. OR ACOUSTICAL TILE CEILINGS, SOFFITS AND ALL RELATED TENANT CEILING ELEMENTS INCLUDING BUT NOT LIMITED TO LIGHT FIXTURES, CEILING DIFFUSERS, DUCTWORK, AND ED CONDUIT. REMOVE EXISTING COLUMN FINISHES AND FURRING TO STRUCTURE. ALL EXISTING FIRE PROOFING TO REMAIN INTACT. iwi " • r =, - OF (N) EQUIPMENT INGLUDIN U A L7 w. r= • 1 , r ...... ...., r...., ALL PIPES AN LINES ALL MALL EQUIPMENT E XISTING DEMISING WALL TO REMAIN. REMOVE EXISTING FURRING TO FACE OF EXISTING DEMISING WALL GYP. HD. WHERE OCCURS. V r' I 0 AID • a A RIP - ■ A■ 10 R EMOVE ALL EXISTING PLUMBING FIXTURES, EXHAUST VENTS, FLOOR DRAIN, FLOOR SINK, AND PLUMBING LINES. CAP ALL PLUMBING LINES WITHIN NEAREST DEMISING WALL. IF PIPES ARE IN THE SLAB, CAP LEVEL WITH FLOOR SLAB. 11 E XISTING MALL PIER it COLUMN TO REMAIN - PATCH AND REPAIR AS REQUIRED TO MATCH MALL FINISHES 12 EXISTING STRUCTURAL DIAGONAL BRACING TO REMAIN REMOVE EXISTING ELE 15 REMOVE EXISTING WALL AS REQUIRED FOR NEW SERVICE DOOR LOCATION - C.00RDINATE SCOPE OF DEMOLITION WITH SHEET A02.1 17 EXISTING MALL DUCT TO REMAIN - HEIGHT NOTED ON DEMOLITION PLAN CI EXISTING STRUCTURAL BEAMS TO REMAIN - HEIGHTS NOTED ON DEMOLITION PLAN r1 ISTIN ROOF DRAT G J J HONE GOMPAN a .J I • 1. TH THE TELEP G N MA 1` INATE ALL WORK SIZES NOTED ON I5 TO 8E DEMOLISI -IED, IT n I G PnA1C/ TIAI,- 71 IC • • 15b e • HE NEW LOCATION -• a 25 LEASELINE a •■• S T IN G MMENT AND - RESTER BE REMOVED DEMOLITION KEY NOTES LEASE PLAN NO SCALE FIRE / ALARM SPEAKER L.L. /L.L. 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W27X114 LEASELINE 4T OUTSIDE FACE OF PROPOPED CORRIDOR LL WITH 6" METAL STUDS IBY LANDLORD 4ND 5/5 GWB TENANT SIDE BY TENANT. (1) 12 "X12 "X4" RED FIRE ALARM J -BOX FOR FUTURE TENANT INSTALLED F.A. DEVICES. 13' -b" AFF. TENANT COMM U (CATIONS FEED. STUB (1) BAY. ALL CONE IT SHALL BE ROUTED AND TERM INAT AT CABLE TRAY WITH AP THERE SHALL E NO JUNCTION BOXES ABO� co ///7/// ////////7//'////// FUSED SWITCH co 4 SAN. SKIER STUB -UP FOR FUTURE TENANT CONNECTION. TERMINATE WITH FLOOR CLEANOUT 47 -8" L.L. /L.L. PER L.O.D. I I' -S" /4" R.O. 12 DEEP INSIDE TENANT LL q GRI E +13' -6' AFF. CONTINUE INTO SER ICE RRIDOR ROPRIATE FITTINGS. PROVIDE WIT PULL, STRING. E TENANT SPACES. 41) // // / /77/ ///// 30-0 E 1424X68 / /// /// M 3 118' -6 7/16" L.L. /L.L. m 3 30-0" H 3 e5 q /16" L.L. /L.L. PER L.O.D. DATED 06 -21 -07 4 m 3 L.L. /L.L. PER L.O.D. 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W 0 x W = W ,_ 0 q O H L 0 z3r 3 9 r Q D W rn U W ox y �o �� Prrllvu I (I -:NTFR RECEIVED C!TY nF TUKVoi 1Tr. 7 1 2'17 1- Z 0 w I= O ce W < 0< W _ Z CY] E tV 0 0 0 DATE DATE ISSUED: 12/1 4/2007 DESIGNED BY: ML DRAWN BY: CAB CHECKED BY: RHW DRAWING NUMBER: 1: 1 J A14.3 LINE OF X— BRACING A14.3 MIN. G.C. TO INSTALL 4 "X4' -0" STAINLESS STEEL; 1 GAUGE STAINLESS STEEL CORNER GUARDS ON OUTSIDE CORNERS OF ALCOVE. CONSTRUCTION FLOOR PLAN L.L. /L.L. PER L.O.D. A13.1 10 -6 /2 118' -6 7/16" ADJACENT TENANT (N.I.C.) ADJACENT TENANT (N.I.C.) 65' -9 9/16" LANDLORD COMMENTS (G.C. TO COMPLY) 1. LANDLORD SI -IALL PROVIDE 6" METAL STUD FRAMING FOR ALL DEMISING WALLS. TENANT'S G.G. IS TO INSTALL 5/8" TYPE X GYPSUM WALLBOARD TENANT'S SIDE OF DEMISING WALL. TENANT'S G.G. MUST MAINTAIN A 6" MIN. CLEAR OPEN I - IEIGI - ABOVE COMMON TENANT DEMISING WALLS AND BELOW STRUCTURE. THIS CONDITION OCCURS WI -{ERE THERE IS AN ADJACENT TENANT. 2. REAR DOOR SIGNAGE: TENANT'S NAME AND SPACE NUMBER INSTALL 2" HIGH, DIE CUT, VANDAL PROOF, WHITE I4ELVETICA BLOCK STYLE LETTERS ON A RED BACKGROUND MOUNTED 5' — ABOVE FINISH FLOOR, CENTERED ON DOOR. NOTE: ALL DIMENSIONS ARE TO DACE OF GYPSUM BOARD UNLESS NOTED OTHERWISE (SEA DETAILS FOR CLARIFICATION) A14.1 NON -SALES 2442M 2442M CORRIDOR 2442M 2442M 2442M 2442M 2442M 2442M 2442M 2442M 10'H 10'H 2442M 2442M 2442M 2442M 2442M 2442M 2442M 2442M 2442M 2442M 2442M A14.1 r ril 1 / / STUB UP LOCATION; TO BE VERIFIED Ni SIa0P5 DRAWINGS A10.7 ROOM *3 SALES FLOOR ALIGN ROOM *2 SALES FLOOR A10.4 A10.3 A10.4 HCFR3 ij : A11,1 A11.1 A10. A10.4 A10.7 A10.4 Al2.1 A10. ROOM *1 SALES FLOOR ///////%/////// / / / / / / / / / / / / / / / / / / / / / / / / / / ! 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ALIGN STOREFRONT WITH FACE OF NEUTRAL PIER 4 CORNER OF LEASE LINE SHREMSHOCK 6130 S. s WESTERY. 614 -545 REQUIRED BY: DESIGN CHANGES ,ti, A1RtR YAW. * INDICATES NO REVISION TO THIS SHEET ° 05� U W 7 C 0 W = o__ u_ f In W N 1- o Q 0 0 0 2 2 C] Cj Q a p W Cj = 0 d W 2 OLLISICTan W W d !X CC li W ~ W 0 La a - W W D- V) m O Nix a� ~ ° Y 0 1- Q La V H C a a yh Cep 00 1-a N ua O a Q? .„ 2 a a2 ��o O g O u U 5- U 8i2 v3� 2 yi C C C y O W 0 c O Q q_ 0 �=0 1jx0 C1-1-0[1-1:41..10 2 Se w x N oz = ° N a W W V1 N d W = ° H C ~ W - v x il "'i� 1 / 1 - ° C o ? ■ CSW ° m -C C J O 2 4 ]g 0 Q } t =, � In c f W b,a C w Q ¢ 2 a Tm2N F-U a " 2 CC to , y a a 1- O p ° 2 ; J L Q W W r h N W C 0 W Z x 1 --C 6 0 ~ „ o p W VI�pO W 2 ° z 2 C W ii ;2-7 o W p C 4 W - C L C 2 U W == p_ F W 2 1 2 W U) 0 1-404 = N REVISIONS: DRAWING NUMBER: PERMIT CENTER 01/25/08 UPDATES 03/21/08 04/18/08 051 23/04 DATE ISSUED: 12/14/2007 DESIGNED BY: ML DRAWN BY: CAB CHECKED BY: RHW /RIC CONSTRUCTION FLOOR PLAN 0 m z G) 0 1- z 0 z r I'll - IMML I ! Ni • aa i� IN NI s as ! NE NI a NI I MI NE NI MIN - ! -i MIN 0 111111111_III111 _ _ 11111IIlil llllll l_ 111111111111I1111111111111111111111111111IIIIII1111111111111111I1111111111111111111111111111111111111111111111111111111111 11 111111111111111111111111 1111111111111111111111111111111111 _11___ 11111 E __ i_ ! ! I -0 11/16" L.L\L.L. L. I7 E z C) n f — , 1 MIN 11111h1111I1I111II111111I11111 ;11111111;_ II IIUIIIII 1 11111 I II II IIIIIIIII IIIII11111111111 T 111 NI as ii ii as NME NI IN NI MI W E T7T = rte ! /! � ` :� Mt ///////, / // = '_ I I s . . . ® . ® . ® 41 :422596::.— �i!i!iAS ... +. � +. +.w..L 6f P .+. I6` -11` L.L. /L.L. r 1 - C) a Cs m z -I m a I — I '' 42 -10 7116 L.L. /L.L. 24 MALL COMMONS (N.I.C.) CORRIDOR SERVICE (N.I.C.) 5 -7 CP co -91 6 nix T 9 UJ r Ui r \ 0 r to r \� U, IV W 0 0 0 0 -- ( c _19 4) m r) 073 mm 0 Om 0 yr c) co Vr Om II P rn F m LI m0 P D dI 0 A) L. FEkl Z7 0 Z rri 0 '2 E r O 0 rm z PROJECT INFORMATION: PINK! WESTFIELD SOUTHCENTER SPACE #1125 633 SOUTHCENTER SEATTLE, WA 98188 SCOPE: NEW PACKAGE: DESIGN TYPE: PINK GENERATION: LSD &C PROJECT #: 00052394 A/E PROJECT #: 0501449 07577 PROHIBITION OH REUSE: THESE DRAWINGS AND SPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE CONTEMPORANEOUSLY WITH THEIR ISSUE DATE. THEY ARE NOT INTENDED FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. REUSE OF THESE DRAWINGS AND SPECIFICATIONS, OR ANY REPRODUCTION THEREOF, ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS EXPRESSLY AUTHORIZED IN WRITING BY LIMITED STORE PLANNING, INC., D /B /A LIMITED STORE DESIGN AND CONSTRUCTION ( ° LSDC "). THESE DRAWINGS AND SPECIFICATIONS ARE IHE PROPERTY OF LSDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH LSDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE LSDC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND SPECIFICATIONS MUST BE RETURNED TO LSDC UPON COMPLETION OF THEIR INTENDED USE, UNLESS OTHERWISE AGREED BY THE LSDC. 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; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 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. Limited �.i �•ur / ,:, L �2 'e6 e•... fi K AF ANNIIN .. � ff 'mc Limited 5-5 �.. ar `f•; o- w y- i Ohio $ 4# [y 3 L � Y.Y d � E E � }. 5. 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TO FIELD CUT ALL LIGHT TRACKS TO 2' -O" LENGTHS FROM OWNER SUPPLIED 8' -O" LENGTHS. NOTE: LIGHTING IN ROOMS #2 & #3 ADJUSTED PER DESIGN CHANGE I. ALL SPRINKLER HEADS IN THE FORWARD SELLING AREA ARE TO BE CONCEALED POP OF COVER TYPE. 2. ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS AND NOT FROM DECK ABOVE. 3. VERIFY WITH WESTFIELD'S ON SITE TENANT COORDINATOR ON ALL LOCATIONS OF ACCESS PANELS TO LANDLORD'S EQUIPMENT 4. CEILING SUPPORT SHALL COMPLY WITH SEISMIC BRACING REQUIREMENTS FOR THAT REGION. 5. ALL STOREFRONT LIGHTING MUST BE INCANDESCENT AND ON SEPERATE CIRCUIT AND ON 7 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. 6. STOREFRONT SIGNAGE MUST BE ON SEPERATE CIRCUIT AND ON 7 DAY TIME CLOCK SET TO MALL'S OPERATING HOURS. 7. LAY IN ACOUSTICAL TILE CEILINGS MAY NOT BE USED IN FORWARD SELLING AREA. TILES TO HAVE NOISE REDUCTION COEFFICIENT OF 0.60 - 0.70 WITH A MINIMUM ROOM TO ROOM ATTENUATION FACTOR OF 40.0 DECIBELS AND MUST MEET ALL CODE, FLAME SPREAD, FUEL AND SMOKE DEVELOPMENT FACTORS. NOTE: IF CEILING HEIGHTS DIFFER, THEN STEM LENGTHS WILL NEED TO ADJUST ACCORDINGLY. DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: - ac S W f n O W w 6 W w -. W W y r J O a ° �y� aorpp_ C O 4� W � H N V W 1 ¢�Q0 2 j 40 6�0_Isy C U (S W Z O o W } 4 N F C 4 � 4 � W 2 rOj Q 'O N U O W IL31, LL d '" CW `" ce O V 1 FU [ W iy [/I 7 W Vf p p S? ° W �- a p C7 2 GO O 2¢ Q LL r ~ 22 11 . 7 - V 4 � d LI MD CD a W W S X03 V ° 1_ L.J W xn� Wr s Q °-� oa4orn 4�Y o �:. "i - = d W V W Y�''.wJ V 0 LL p O I - W �'' � 3 d Q L i - It La W W WW 4^ C N 0 O � � Ym 2 II ¢ J OH T � Or 7:- La O JW �• W (= R. VI :4jS a C W S � Y °=�' N m 11L-75 7Q� W ta! d . O W U p ° W r Y N CC Z H C La C J C =~ L ,= W W *. " L f , F ° !! 6~ Xv � OO � C ∎• J 4 C3 = -• z Y 0 Z Ay C? O I- y O ; d1 o Q °30 ��`�c� � o yc s¢vWi s¢ c, mg CD z La 1 z Cw n g W W2 fl W V T' •1 W wm a - W U r • •d C I — cd, r Iwo 0 0 m I r z li 0 a sssss s. EMIT isssss -- ss ,.• sss l S�����s�� Isl ti3u1011 I - °1/16" L.L \L.L• IIII - MIN MIN MEI MUM NMI MIN a� :I. MIK MI M. Y MI NI MI MI MI MI MMI MI MI MI In In ME ME : . 1111111111111111111111111111111111III1111111111111111 11IIII11111111111111111111111111111111111111111111111111IIIIlIl[ llllllIIII111111ll1111111111111mu 111111II1 11111111111111111111111111111111i11111I1111111IIIIIIIIIIl1111 "„:=ITI ====r1 I \ _ r_l l� � I' "Ar r- CI - MK NI I f1 m Z i f I \ ! NM I 0 INI MN IMIll MEE MIN OM ■ ■ ∎ = I 1l1f ll i�llliiilllioiononon illl un •lU'QS L V2 WV �I� I SS DC7�kck INM IMI Nm Y _ _ Y ■ O Y_ ■ - IMP Y Y Y !_ o _ MN _ =_ JNM IMN ME MIN MN MIME 16' -11 L.L. /L.L. rn 30 -0 L.L./L.L. PER L.O.D. t n 42 -10 7/16' L.L./L.L. 0 : 24 1_ cl " (N.I.C. MALL COMMONS CORRIDOR SERVICE (N.I.C.) N Lu 1 0 Lu 0 co) m • > z. r ✓ 0 - - rn u 7 rn F :! s T. T - Tn > D x -1m - fi n 3 - n c rn - U g v 3 Fn r _, no Q rn d N - IM M - 1 � > U) r - n 000 n - n rTl (j) � -11 „R. .r 2 3 N 3 - a - BUJ C, w m C.p>I PROJECT INFORMATION: PINK! WESTFIELD SOUTHCENTER SPACE #1125 633 SOUTHCENTER SEATTLE, WA 98188 SCOPE: NEW PACKAGE: DESIGN TYPE: PINK GENERATION: LSD &C PROJECT #: 00052394 A/E PROJECT #: 0501449 07577 PROHIBITION ON REUSE: THESE DRAWINGS AND SPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE CONTEMPORANEOUSLY WITH THEIR ISSUE DATE, THEY ARE NOT INTENDED FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. REUSE OF THESE DRAWINGS AND SPECIFICATIONS, OR ANY REPRODUCTION THEREOF, ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS EXPRESSLY AUTHORIZED IN WRITING BY LIMITED STORE PLANNING, INC., D/B/A LIMITED STORE DESIGN AND CONSTRUCTION ( "). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF LSDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH LSOC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE LSDC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND SPECIFICATIONS MUST BE RETURNED TO LSDC UPON COMPLETION OF THEIR INTENDEO USE, UNLESS OTHERWISE AGREED BY THE LSDC, COPYRIGHT NOIICE: 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; KNOWN AS THE ARCHITECTURAL WORKS•COPYRIGHT PROTECTION ACT OF 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. Li nit Y d t� . ',NW �> y gyp, ,? 5 �: t p r i r' 2, .. :;. +3:0� D k e 0 7,.,. e i� i G £. %',r ^v, •.'• h f'+er$w ''"5 .'{ L '¢ SE ° C c # f. y f r • . ..e le PE i #:: u 614,4'0 `+. 0 5. { O 0 try a 614, 415:: 'EF:: 6923 C A ' 4 L GERALD S.SHREMSHOCK STATE E 4 WASHINGTON 00 N TERED ITECT n 7C 73 m rn 11 m z 0 m CD Qa 0 0 m � m0 r ® z c o m m m Dal r ^ m a 0 0 i� m 0 11 cn I } m cn m z ti 0 z Qo -n "5" -0 C m r z A TI 0 Z r - n • PRVM N l OS Ll 17SeiV . DMiSS2DO&I PFRM ; N. I � 4IIIIIi N •I PRVM 1 ;t1 r rn. 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CORRIDOR SERVICE (N.I.C.) 4 5 -7 W T t r 1 1— W LI 0 0 U.) 0 0 >■ -4 ti m C- Z Iv co O 11 PROJECT INFORMATION: PINK! WESTFIELD SOUTHCENTER SPACE #1125 633 SOUTHCENTER SEATTLE, WA 98188 SCOPE: NEW I PACKAGE: DESIGN TYPE: PINK GENERATION: LSD &C PROJECT #: 00052394 A/E PROJECT #: 0501449 07577 PROHIBITION ON REUSE: THESE DRAWINGS AND SPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE CONTEMPORANEOUSLY WITH THEIR ISSUE DATE. THEY ARE NOT INTENDED FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. REUSE OF THESE DRAWINGS AND SPECIFICATIONS, OR ANY REPRODUCTION THEREOF, ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS EXPRESSLY AUTHORIZED IN WRITING BY LIMITED STORE PLANNING, INC., DAB /A LIMITED STORE DESIGN AND CONSTRUCTION ( "). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF LSDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH LSDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE LSDC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND SPECIFICATIONS MUST BE RETURNED TO LSDC UPON COMPLETION OF THEIR INTENDED USE UNLESS OTHERWISE AGREED BY THE LSDC. 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; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 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. Li m ited fi p� { 3 ) , , r, DE(' Three LirMted ParkwPAi r iu ib:„:]s . , >o 4.2:.0 Tel : ?i2ibi3{: . 614,415,7000 Fax: > 4,4' £15,7 d3'..v".3 6923 REGIS RED ARC ECT R S. SHREMSHOCK STATE OF WASHINGTON n tem > Si G) 0 C, 1 0 C r z I 1 1 1 l 1 \ - - ■ .f 1 ■ i now \\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 � \ \ \ \ \ \ \\ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ �I1111I11 111I III III IIIIl l1111I1i1I 11111111 III111II I11111I I IINI1li I1111II111111111111IS1TII 6. I I1 WM MIN NMI MIN NYE w �i IMMI 1, 12 BE Y w it NM MIN MIMI Ei MIMI w Y MIMI NM a �.. is Y 1 wlhon E IMM MALL COMMONS C ■ I 0 a r— m C) m z . &,., W„MM2641ARMUI4 1 m C, m m PROJECT INFORMATION: PINK! WESTFIELD SOUTHCENTER SPACE #1125 633 SOUTHCENTER SEATTLE , WA 98188 SCOPE: NEW PACKAGE: DESIGN TYPE: PINK GENERATION: LSD &C PROJECT #: 00052394 A/E PROJECT #: 0501449 07577 PROHIBITION ON REUSE: THESE DRAWINGS AND SPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE CONTEMPORANEOUSLY WITH THEIR ISSUE DATE. THEY ARE NOT INTENDED FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. REUSE OF THESE DRAWINGS AND SPECIFICATIONS, OR ANY REPRODUCTION THEREOF, ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS EXPRESSLY AUTHORIZED IN WRITING BY LIMITED STORE PLANNING, INC., D/B/A LIMITED STORE DESIGN AND CONSTRUCTION ( "LSUC "). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF LSDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH LSDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE LSDC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND SPECIFICATIONS MUST BE RETURNED TO LSDC UPON COMPLETION OF THEIR INTENDED USE, UNLESS OTHERWISE AGREED BY THE LSDC. COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN 'ARCHITECTURAL WORK' UNDER SEC. 102 OF THE COPYRIGHT C U.S.C. DECEMBER H ACT, 17 S ..C. AS AMENDED D M R 1990; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. THE PROTECTION INCLUDES, WITHOUT UMITATION, THE OVERAii 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/DR MONETARY LIABILITY. Li mfted i„„i rr Li) STOF PLAN N N b ,[, '^ 9 E Sw. b�.,.. �+C.:,a. �..4'.v. v. `� "cvf O.rA v.!$ K' e 3., +` F; ; g-y 3'R 3 e f�f d w,EF � ;G 3 y:�f t` a b ^v+Xi t#f [{ e ff.? p + i # i e [ Q; ¢., $ C , S ' E 5., #. { Np , hC .. i / ;. Y•�w�'C'v LS :+y•L '%„ eL$ i �S $f t +, 4 +rf rant/ »3w com 692 r REISTERED CHITECT GERALD S. SHREMSHOCK STATE OF WASHINGTON : Yn IY O m „. n ED NOTE: ALL PRE - PRIMED TRIM & WAINSCOT PAINTED P -14, (U.N.O.) NC--31 PP 3g" WC -3I N OPEN TO ROOM #2 N WC -31 PP 3g" Il -0" A.F.F. 13.0. CEILING A.F.F. T.O. PUCK PANEL 0' -O" A.F.F. FINISI -IED FLOOR ROOM #1 ELEVATION NOT USED R ROOM #3 ELEVATION a NOTE: ALL PRE- PRIMED TRIM & WAINSCOT PAINTED P -14, (U.N.O.) A.F.F. B.O. CEILING 7' -1" A.F.F. T.O. PUCK PANEL 0' -0" A.F.F FINISHED FLOOR 1/4" = 1' -0" M T1:3D. MIRROR A 11 A.F.F. B.O. CEILING 7' -I" A.F.F. T.O. PUCK PANEL NOTE: ALL PRE - PRIMED TRIM & WAINSCOT PAINTED P -14, (U.N.O.) 0' -0" A.F.F. FINISHED FLOOR II'_O" A.F.F. B.O. CEILING 10' -0" A.F.F. B.O. ENTRY 0 -0" A.F.F. FINISI-IED FLOOR P -13 P -14 I P -14 P -13 P -I4 P -14 NOTE: ALL PRE - PRIMED TRIM & WAINSCOT PAINTED P -14, (U.N.O.) STOREFRONT SALES AREA SALES AREA 1/4" : 1' -0" 1/4" : 1' -0" NOTE: ALL PRE- PRIMED TRIM & WAINSCOT PAINTED P -14, (U.N.O.) I1' -O" A.F.F. B.O. CEILING \ r� 10'-0" A.F.F. \ B.O. ENTRY 8 A.F.F. T.O. PICTURE RAIL 0' -0" A.F.F. I P -14 FINISHED FLOOR REFER TO DETAIL G /AI0.3 FOR WALLCOVERING INSTALLATIO GUIDELINES IN PINK I P -14 NC -29 TYP. @ SACK OF CABINETS IN RM2 INC -17 INSTALLATION GUIDELINES PROVIDED SY VENDOR P -14 1/4" - 1' -0" NOTE: ALL PRE - PRIMED TRIM & WAINSCOT PAINTED P -14, (U.N.O.) REVISED ELEVATIONS DUE TO PLAN CHANGES INC-2c1 TYP. 1 HACK OF CABINETS IN RM2 PROVIDED BY VENDOR REFER TO DETAIL G /AI0.3 FOR WALLCOVERING INSTALLATION GUIDELINES IN PINK A 10.3 WC -32 TYP. A BACK OF CABINETS DD14- Ill -0 A.F.F. B.O. CEILING 10' -O" A.F.F. 8.0. ENTRY S' -6" A.F.F. T.O. PICTURE RAIL P -14 0'_0 A.F.F. FINISHED FLOOR 1/4" = 1' -0" DET NAME D C B A SHREMSHOCK ; ARCH 6130 S. S .R WESTER 614 -5454 a z a o x m w CLi LLI C/2 a crs e ©SNS ACP e �s DESIGN CHANGES DESIGN CHANGES/ TI7 FIELD CONDO = INDICATES NO REVISION TO THIS SHEET ECTS, INC. ROAD o - Cr) 0 CO ! CO ce REVISIONS: JUN 04 2008 PERMIT CE = a W 2 N D U OL� c J V"(35 Q0 i? {S =W - w w o � �w C x Z Q W p W x I 1 U V w O m 0 41 p CS = Wes^ H O arO W � Z. m � an U M ° a T-Sa a yy �a a W W a a pp U G i r U T U a O In ai-N of O CC d�H W CCU U:2! � p H O4Q !9Lu C C]pY�ii y d Q Q W U Fo; a N E m • 5 a �J�y �T °Uasw ci F n�1- w �_ z 7 w Z W a a W O °- P trFx °- S ° s W � W � = F q � ° s �� Sr4 Oxx 2 • xOZ V' OZ C H 4 Z 66 g1 =2'ro O d � d o a z ° 3 �O RUC N o na :: MYp: U f- Z�� W C C • i;ii;; V �3 1.L,.��,,�� C20 WW O W a : J Q 7 U a_- 0 -= U 0 . 2 W N J .. .. Cn Lu 03 �s..■ LLI y. 0_ L u E: r 1— 0_ CD c 1- W oj a. E LLI < M < o cn Clm 3t CL N W OLw(fl V) CO V1 L/) O .-.I REQUIRED BY: DATE uuNN ��pp gg o1 /z5 /o 6E51 TER UPDATES 03/21/05 CITY OF TUKVVILA 04/15/05 0 DATE ISSUED: 12/14/2007 DESIGNED BY: ML DRAWN BY: NAW CHECKED BY: RHW /RIC INTERIOR ELEVATIONS DRAWING NUMBER: EXIT _OPEN TO — MALL. \ - Ii 1 NI T NOTE: ALL PRE - PRIMED TRIM & WAINSCOT PAINTED P -14, (U.N.O.) NC--31 PP 3g" WC -3I N OPEN TO ROOM #2 N WC -31 PP 3g" Il -0" A.F.F. 13.0. CEILING A.F.F. T.O. PUCK PANEL 0' -O" A.F.F. FINISI -IED FLOOR ROOM #1 ELEVATION NOT USED R ROOM #3 ELEVATION a NOTE: ALL PRE- PRIMED TRIM & WAINSCOT PAINTED P -14, (U.N.O.) A.F.F. B.O. CEILING 7' -1" A.F.F. T.O. PUCK PANEL 0' -0" A.F.F FINISHED FLOOR 1/4" = 1' -0" M T1:3D. MIRROR A 11 A.F.F. B.O. CEILING 7' -I" A.F.F. T.O. PUCK PANEL NOTE: ALL PRE - PRIMED TRIM & WAINSCOT PAINTED P -14, (U.N.O.) 0' -0" A.F.F. FINISHED FLOOR II'_O" A.F.F. B.O. CEILING 10' -0" A.F.F. B.O. ENTRY 0 -0" A.F.F. FINISI-IED FLOOR P -13 P -14 I P -14 P -13 P -I4 P -14 NOTE: ALL PRE - PRIMED TRIM & WAINSCOT PAINTED P -14, (U.N.O.) STOREFRONT SALES AREA SALES AREA 1/4" : 1' -0" 1/4" : 1' -0" NOTE: ALL PRE- PRIMED TRIM & WAINSCOT PAINTED P -14, (U.N.O.) I1' -O" A.F.F. B.O. CEILING \ r� 10'-0" A.F.F. \ B.O. ENTRY 8 A.F.F. T.O. PICTURE RAIL 0' -0" A.F.F. I P -14 FINISHED FLOOR REFER TO DETAIL G /AI0.3 FOR WALLCOVERING INSTALLATIO GUIDELINES IN PINK I P -14 NC -29 TYP. @ SACK OF CABINETS IN RM2 INC -17 INSTALLATION GUIDELINES PROVIDED SY VENDOR P -14 1/4" - 1' -0" NOTE: ALL PRE - PRIMED TRIM & WAINSCOT PAINTED P -14, (U.N.O.) REVISED ELEVATIONS DUE TO PLAN CHANGES INC-2c1 TYP. 1 HACK OF CABINETS IN RM2 PROVIDED BY VENDOR REFER TO DETAIL G /AI0.3 FOR WALLCOVERING INSTALLATION GUIDELINES IN PINK A 10.3 WC -32 TYP. A BACK OF CABINETS DD14- Ill -0 A.F.F. B.O. CEILING 10' -O" A.F.F. 8.0. ENTRY S' -6" A.F.F. T.O. PICTURE RAIL P -14 0'_0 A.F.F. FINISHED FLOOR 1/4" = 1' -0" DET NAME D C B A SHREMSHOCK ; ARCH 6130 S. S .R WESTER 614 -5454 a z a o x m w CLi LLI C/2 a crs e ©SNS ACP e �s DESIGN CHANGES DESIGN CHANGES/ TI7 FIELD CONDO = INDICATES NO REVISION TO THIS SHEET ECTS, INC. ROAD o - Cr) 0 CO ! CO ce REVISIONS: JUN 04 2008 PERMIT CE = a W 2 N D U OL� c J V"(35 Q0 i? {S =W - w w o � �w C x Z Q W p W x I 1 U V w O m 0 41 p CS = Wes^ H O arO W � Z. m � an U M ° a T-Sa a yy �a a W W a a pp U G i r U T U a O In ai-N of O CC d�H W CCU U:2! � p H O4Q !9Lu C C]pY�ii y d Q Q W U Fo; a N E m • 5 a �J�y �T °Uasw ci F n�1- w �_ z 7 w Z W a a W O °- P trFx °- S ° s W � W � = F q � ° s �� Sr4 Oxx 2 • xOZ V' OZ C H 4 Z 66 g1 =2'ro O d � d o a z ° 3 �O RUC N o na :: MYp: U f- Z�� W C C • i;ii;; V �3 1.L,.��,,�� C20 WW O W a : J Q 7 U a_- 0 -= U 0 . 2 W N J .. .. Cn Lu 03 �s..■ LLI y. 0_ L u E: r 1— 0_ CD c 1- W oj a. E LLI < M < o cn Clm 3t CL N W OLw(fl V) CO V1 L/) O .-.I REQUIRED BY: DATE uuNN ��pp gg o1 /z5 /o 6E51 TER UPDATES 03/21/05 CITY OF TUKVVILA 04/15/05 0 DATE ISSUED: 12/14/2007 DESIGNED BY: ML DRAWN BY: NAW CHECKED BY: RHW /RIC INTERIOR ELEVATIONS DRAWING NUMBER: ROOM #3 ELEVATION NOT USED NOT USED PP 32" OPEN TO ROOM 4:6 11'-0 A.F.F. 5.0. CEILING 7'-1 A.F.F. T.O. PUCK PANEL 0 A.F.F. FINISHED FLOOR ROOM 412 ELEVATION SCALE SCALE P N FITTING ROOM ALCOVE NOT USED 1/4" m 1'-0" ▪ abl SCALE ■=. M L J FITTING ROOM ALCOVE T.O. PENDANT LIGHT T.O. WAINSCOT CAP 0 A.F.F. FINISI-1ED FLOOR NOTE: ALL PRE-PRIMED TRIM & WAINSCOT PAINTED P-14, (U.N.O.) ITTING ROOM ALCOVE 6 1 1 -6 li A.F.F. 5.0. CEILING 81_01I A.F.F. T.O. PENDANT LIGHT GI—O A.F.F. TD. WAINSCOT GAP 0-0 A.F.F. FINISHED FLOOR NOTE: ALL PRE-PRIMED TRIM & WAINSCOT PAINTED P-14, (U.N.O.) NC-22 P-14 P-14 NC-22 P-14 STADIUM SEAT FOLDED (TTP. OF 2) 11 NOTE: ALL PRE-PRIMED TRIM & WAINSCOT PAINTED P-14, (U.N.O.) ■ < GR-3 NOTE: GRAPI-IIC IS PAINTED AFTER WAINSCOT IS PAINTED AND SEATS ARE INSTALLED AFTER GRAPI–IIC 15 PAINTED 9 A.F.F. 5.0. CEILING 8 A.F.F. T.O. PENDANT LIGHT 6 A.F.F. T.O. WAINSCOT CAP 0 A.F.F. FINISHED FLOOR FITTING ROOM ALCOVE - - - NOT USED 1/4" = 1'-0" 1/4" = T-0" 1/4" m 1'-0" SCALE 11111111!•1111 H G • ' , ' ' • , : : • - A.F.F. B.O. CEILING - A.F.F. T.O. PENDANT LIGHT 6 A.F.F. T.O. WAINSCOT CAP 0 A F F FINISHED FLOOR NOTE: ALL PRE-PRIMED TRIM & WAINSCOT PAINTED P-14, (U.N.O.) OPEN TO ROOM it.4 NC 22 P-14 P-1.4 P-14 F NOTE: ALL PRE-PRIMED TRIM & WAINSCOT PAINTED P-14, (U.N.O.) NC-22 P-14 M.— P-14 OPEN TO ROOM tk4 0 1'-6 11 A.F.F. B.O. CEILING 6 A.F.F. T.O. WAINSCOT GAP O'—O A.F.F. FINISHED FLOOR HALLWAY NC-22 P 11 P-14 1 P-14 NOTE: ALL PRE-PRIMED TRIM & WAINSCOT PAINTED P-14, (U.N.O.) 9 A.F.F. B.O. CEILING 6 A.F.F. T.O. WAINSCOT CAP 0 A.F.F. FINISHED FLOOR HALLWAY NC-22 P-14 I P-14 ======== .1======1111111 P-14 NOTE: ALL PRE-PRIMED TRIM & WAINSCOT PAINTED P-14, (U.N.O.) 1'1C-28 A.F.F. 5.0. CEILING e A.F.F. T.O. WAINSCOT CAP 0 A F F FINISHED FLOOR HALLWAY NOTE: ALL PRE-PRIMED TRIM & WAINSCOT PAINTED P-14, (U.N.0.) 1A1C-22 P—I4 P-14 NC-25 6I A.F.F T.O. WAINSCOT CAP P-14 GV-6 A.F.F. B.O. CEILING 0 A.F.F FINISHED FLOOR 'Iv HALLWAY 1/4" = 1'-0" 1/4" = 1'-0" " • -• • . • 2 • : : • . . • • - • , - • - • , : .• • . - . . • • 1/4" 1 / 4 " : D B A SHREMSHOCK ARCr ITECTS, INC 6130 S. SUNBUR ROAD WESTERVILLL 0 43081 614-545 REQUIRED BY: INDICATES NO REVISION TO THIS star REVISIONS: 01/25/08 maRsaaram ER UPDATES 03/21/08 P MENgANY 04/18/08 DESIGN CHANGES 05/23/08 RECEIVED CITY CIF TLIKVV1LA JUIN 0 4 2008 DATE ISSUED: 12/14/2007 DESIGNED BY: ML DRAWN BY: NAW CHECKED BY: RHW/RIC H1 a ! , z v r D z II I 0 a 1, r 0 0 av z C) r D 0 a 0 n i z ^ D C/ rn rn r y 0 I r 0 z z 0 cn m 0 0 r rn en ent VAPNAOnTn I1*(- aTl Wf R ra:ma6519u6619wa 0vvo m nv � - -I I n 5 m A Z Z _ m 0 m'�03 m ;% :5 ;z r C C 7 m m m PROJECT INFORMATION: PINK! WESTFIELD SOUTHCENTER SPACE #1125 633 SOUTHCENTER SEATTLE, WA 98188 SCOPE: DESIGN TYPE: LSD &C PROJECT #: NEW PACKAGE: PINK GENERATION: 00052394 WE PROJECT #: 0501449 07577 PROHIBITION ON REUSE: THESE DRAWINGS AND SPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE CONTEMPORANEOUSLY WITH THEIR ISSUE DATE. THEY ARE NOT INTENDED FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. REUSE OF THESE DRAWINGS AND SPECIFICATIONS, OR ANY REPRODUCTION THEREOF, ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS EXPRESSLY AUTHORIZED IN WRITING BY LIMITED STORE PLANNING, INC., D/B/A LIMITED STORE DESIGN AND CONSTRUCTION ( "LSDC "). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF LSDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH LSDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE LSDC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND SPECIFICATIONS MUST BE RETURNED TO LSDC UPON COMPLETION OF THEIR INTENDEO USE, UNLESS OTHERWISE AGREED BY THE LSDC, 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; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 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. �i fteo ' �" {` ED STORE z ,pct" a ..., 2 m e rk • y c C 'F bub, +' r'3ia 43 230 Telephone: 614,4'15,7000 .s F ax: { #. o .: 415, 73 £%"w Ey� pp {{ f y 1 ^t %rte �( t� 2 ,"•e p h y s S ,,q _ p+ y'� $'t R% W t p: F F i$ 4$ 1+` 'r 4 k s : x S rte$ R S C •: L„ "A S i t 5i ck : n. r a A d +,. 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THEY ARE NOT INTENDED FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. REUSE OF THESE DRAWINGS AND SPECIFICATIONS, OR ANY REPRODUCTION THEREOF, ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS EXPRESSLY AUTHORIZED IN WRITING BY LIMITED STORE PLANNING, INC., D/B/A LIMITED STORE DESIGN AND CONSTRUCTION ("LSDC"). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF LSDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH LSDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL E MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE LSDC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS MU SPECIFICATIONS MUST BE RETURNED TO LSDC UPON COMPLETION OF THEIR INTENDED USE, UNLESS OTHERWISE AGREED BY THE LSDC. 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; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 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. nit d gr Nj (4 e n . '"fr;1 1QTR r- L, . . :Limited Pak C..<0urn bus, Ohio 43230 614,415, 7000 Pay,.. 614:415:7340 ht wyk? w„ C rk;"1 cl Brands.. C 0 M z 0 cn m 0 m 0 0 m m • 0 1 •. • 01 4" r • IL m m co 0 ni 0 0 r z -o m cn 0 0 z 0 ro w T, meek L! L ' I� hommillwAmmmummt4 co Ii �� ~� �vr iNAwmil-mi v • ( VARIES , 10 5/16" 4 I/4 1 1 F.D. 174_1 EQ. EQ. I T U rr,• z z nl 7i l a 0 C in z • -n 8 EQ. s n ryry z °ic C7 E D rn 1 1:13 }1• ' U ) 13 44. j!T EQ. EQ. Z rn 0 --=1 rn 2 z 4i rn 0 rn z 0 rn BUJ BCIAG6 IMIWW7677 (- 1•II l lT , oomas]Mij, IeL C I m �m r v, z r C C C m m PROJECT INFORMATION: PNK! WESTFIELD SOUTHCENTER SPACE #1125 633 SOUTHCENTER SEATTLE, WA 98188 SCOPE: NEW I PACKAGE: DESIGN TYPE: PINK GENERATION: LSD &C PROJECT #: 00052394 A/E PROJECT #: 0501449 07577 PROHIBITION ON REUSE: THESE DRAWINGS AND SPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE CONTEMPORANEOUSLY WITH THEIR ISSUE DATE. THEY ARE NOT INTENDED FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME, REUSE OF THESE DRAWINGS AND SPECIFICATIONS, OR ANY REPRODUCTION THEREOF. ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS EXPRESSLY AUTHORIZED IN WRITING BY LIMITED STORE PLANNING, INC., D/B/A LIMITED STORE DESIGN AND CONSTRUCTION VLSI/CI. THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF LSOC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH LSDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE MC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND SPECIFICATIONS MUST BE RETURNED TO LSDC UPON COMPLETION OF THEIR INTENDED USE, UNLESS OTHERWISE AGREED BY THE LSDC. 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; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 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 UABIUTY. L imit vw� .N a�' PP , C 1: T•RUC y: a ON � f•.:c • ,.+, P t a 3''iy Columbus, O y y" 33 €�tr*i ,.us` €i.�,�':� 3'4�i��0�.��!''z,:t� �.�i`�'�i�es.# ' 2 0 +.�ra3 $ .[h •r :. i e: 614,415,7000 a xx 415 4 s. �J & 4;.' k�•., �k � ry�:: 3.v WW p fc �''• F x ! ,C�'S� f .: { 4�. 5, k { '_ s: 7 v } N3C .:.SDn'C ,. ,,,;rzeG ed Brand- c :ff S NOT USED • ea 0 • a • • . • a • • • • • • 0 • • • • a • • . a . • • ■ ■ ■ ■ ■ SALES AREA q" HIGH PREPRIMED F.R.T. WOOD TRIM 3/4" POPLAR FR2 SHIPLAP PANELS MALL CONCOURSE q" HIGH PREPRIMED F.R.T. WOOD TRIM 3/4" POPLAR FR2 SHIPLAP SF -15 PANELS 1/2" VERTICAL SECTION AT ENTRY LEASE LINE POLISHED PLASTER FINISH 3/4" THICK POPLAR TRIM 5/8" F.R.T. PLYWOOD [ SF -17 OVER 5/5 TYPE 'X' GYPSUM BOARD 7' -4" A.F.F. T.O. TRIM 5F -15 I 3/4" POPLAR PLANKS FASTENED NOTE: INSTALL AS SHOWN WITH EQUAL PIECES AT EACH END. (TYP) STOREFRONT FINISH ISOMETRIC 1/2" ; 1' -0" OD MB TRIM DETAIL NOTES TO G.C.: ANCHOR ALL FRAMING TO STRUCTURE ABOVE. (NOT TO DECK) G.G. SHALL PATCH, REPAIR, AND FINISH EXISTING MALL BULKHEAD AS REQ'D TO "LIKE -NEW" CONDITION AT STOREFRONT TIE -IN COORDINATE FINISH SPEC.'S W/ LANDLORD. G.C. SHALL APPLY (IF NOT EXISTING) ONE LAYER OF 5/8" TYPE 'X' GYP. BD. ON BACKSIDE OF MALL BULKHEAD SEALED AIRTIGHT FROM TOP OF STOREFRONT TO UNDERSIDE OF DECK ABOVE. G.C. SHALL FIELD VERIFY EXACT LOCATION, CONDITION AND ACTUAL HEIGHT ABOVE FINISHED FLOOR OF EXISTING MALL BULKHEAD. NOTE: ALL FRAMING SHALL BE 3 5/8" X 20 GA. METAL STUDS @ 16" O.C. UNLESS OTHERWISE NOTED. ® 11' -0" A.F.F. B.O. CEILING P -26 5/8" TYPE 'X' GYP. BD. MTL STUD FRAMING P -13 5/8 TYPE 'X' GYP. BD. MTL STUD FRAMING LIGHTING RECESSED FIXTURE - REFER TO REFLECT LIGHTING PLAN STOREFRONT BOX BEAM, SEE STRUCTURAL DRAWINGS WC -25 LARGE HARNESS HOOKS MEMEMMEISEE 11 " LOOSE" POPLAR NC--26 I I PLANKS. FASTENED ON 5/8" F.R.T. PLYWOOD. NOTE: INSTALL AS SHOWN WITH EQUAL PIECES AT EACH END (TYP) P -14 NOTE: ALL FRAMING SHALL BE 3 5/8" X 20 GA. METAL STUDS @ 16" O.C. UNLESS OTHERWISE NOTED. REFER TO STRUCTURAL DRAWINGS. SF -16 PREFAB METAL BASE ON 2 LAYERS OF 3/4" F.R.T. PLYWOOD (PRE FINISHED COWS MILK). SUPPLIED BY OWNER INSTALLED BY G.G. TENANT FLOORING - REFER TO FINISH WALL FLOOR PLAN 1 1/2" EQ EQUAL 8 1/2" / / 6" = 1' -0" / / / / / \ / / 8(/2" / 8 / / / / EQUAL /I / / / / \ DETAIL AT BULKHEAD 1/4 / / / / / r MOSAIC TILE - REFER TO FINISH t WALL FLOOR PLAN 1/3' Q. 41TYP. I 1/2" SLIDING WOOD DOOR SYSTEM - REFER TO DOOR SCHEDULE (E) MALL FLOORING EXISTING MALL BULKHEAD TO REMAIN. 1/2" X 5/8" WHITE METAL REVEAL 13' -7" A.F.F. B.O. (F) MALL BULKHEAD "—SIGN PANEL - SEE STOREFRONT ELEVATION STOREFRONT BOX BEAM, SEE 1:: STRUCTURAL DRAWINGS WC -25 q' -10" A.F.F. gbp B.O. ENTRY q' -5 1/2" A F F 7' -4" A.F.F. T.O. PICTURE RAIL q" HIGH PREFRIMED POPLAR TRIM SUPPLIED BY OWNER INSTALLED BY G.C. PROVIDE CONT. 20 GA. METAL BLOCKING LEASE LINE REFER TO SHEET A05.1 FOR FLOOR FINISH. P - 14 II 15'_0" A.F.F. T.O. (E) MALL BULKHEAD NOTES TO G.G.: ANCHOR ALL FRAMING TO STRUCTURE ABOVE. (NOT TO DECK) G.C. SHALL PATCH, REPAIR, AND FINISH EXISTING MALL BULKHEAD AS REQ'D TO "LIKE -NEW" CONDITION AT STOREFRONT TIE -IN COORDINATE FINISH SPEC.'S W/ LANDLORD. G.C. SHALL APPLY (IF NOT EXISTING) ONE LAYER OF 5/8" TYPE 'X' GYP. BD. ON BACKSIDE OF MALL BULKHEAD SEALED AIRTIGHT FROM TOP OF STOREFRONT TO UNDERSIDE OF DECK ABOVE. G.C. SHALL FIELD VERIFY EXACT LOCATION, CONDITION AND ACTUAL HEIGHT ABOVE FINISHED FLOOR OF EXISTING MALL BULKHEAD. 6" ;1' -0" CO L. c_..,c APP `2: D IAN -- 7 C Of 0' -0" A.F.F. FINISHED FLOOR 1" L. 1' -O" SEE SECTION kik FOR HEIGHT 4 (E) MALL BULKHEAD i" X 5/8" WI -IITE METAL REVEAL CORNER ANGLE CLOSER FOR SMOOTH FINISH LEASE LINE SHREMSHOCK ARCHITECTS, INC. 6130 S. S. { :: - OAD - WESTERV „„ 3Q.&1 614 - 5454 , g . 0 lx 0 H W 0 0: 0 0.sa{iswxscttswcsta [a[xt�[t�+ep[aYi22[aEYS5.�n0 W 0 ■ INDICATES NO REVISION TO THIS SHEET d A 4. 00 maim he a0 Q W 07 Z 1— I-- � ZCO W° Wa 0- re) W RFCFIVFPl CITY OF TUKWIL. I ��UI Ntrumi l chNTER I -!!!! 5 Q°C7 � =°z L7 =4 m N S W W = 3�lj� ° FOWL Z mv=ioJ ��asyo Fy ° p d U r C w 0 4 W Fa_ : :9Sc2- 41 W d° =0-4)-4!!Z 6CT Q ( C1 1 ,2 ! = SW -lW, 8 =WJw i-.- o J Q 3WO°a 3 34a V 2� F. 2 Ul V1 d C P J - o C,) a=Ciw Yin 00 j C]— =sw d- F-C =6 fno I— Z W j0 CD Q CC AC Q W 0- CD AC I— .. W W � H a. a. Z O- 0 0 qj 0 REVISIONS: REQUIRED BY: DATE DATE ISSUED: 12/14/2007 DESIGNED BY: ML DRAWN BY: NAW CHECKED BY: XXX STOREFRONT SECTION DRAWING NUMBER: N N n 0 71 -I" A.F.F. T.0. PUCK PANEL 6'_2" A.F.F. (- OF MTL BLOCKING - SEE D /A10.3) 2' -8" A.F.F. (Q OF MTL BLOCKING - SEE D /A10.3) 0 -10" A.F.F. ( . TRANSFORMER AND J -BOX ATTACHED TO WALL - LOCATED ABOVE CEILING. G.G. TO MINIMIZE DISTANCE FROM TRANSFORMER TO NEON SIGN PRE -DRI PUCK P INTO F 4" # P B.O. CEILING A.F.F. ED FLOOR D/A10.3) WALL LEVELER ATTAC TO PUCK PANEL HOLES IN TOP OF EL AND THEN INSTALL GE OF MTL STUD (2) STEEL SCREWS PER L MIN 3 AWAY FROM ENDS YP. ON ETAL STUD CH CLEAT HANGER CKETS INK PUCK PANEL SECTION REFER TO CEILING PLAN B.O. CEILING 10'_9" A.F.F. T.O. PUCK PANEL 10-2" A.F.F. (C OF MTL BLOCKING - SEE D /A10.3) 8 -8" A.F.F. (¢, OF MTL Yl BLOCKING - SEE D /A10.3) 31 -8" A.F.F. (C OF MTL BLOCKING - SEE D /A10.3) 1' -2" A.F.F. (c. OF MTL T BLOCKING - SEE D /A10.3) 0 -0" A.F.F. FINISHED FLOOR i 1 I - V I I -3 1 /8" N. N. 2 7/8"/ FOR TRIM PROFILES, SEE DETAIL A/Al2.7 8" 1 5/8" METAL STUD FRAMING FLUORESCENT STRIP, MOUNT TIGHT To CEILING - REFER TO REFLECTED LIGHTING PLAN EFER TO REF. CEILING PKF CONT. PRE - FINISHED ALUMINUM ANGLE - G.G. TO FASTEN INTO EA. STUD 5/5" TYPE 'X' GYPSUM BOARD - REFER TO FLOOR 4 WALL FINISH PLAN 9' -9" A.F.F. B.O. GYP. BD. PKF PKF PLAN - B.O. CEILING 4 PUCK PANEL 5/8" GYP. BD. OVER 3 5/8" METAL STUD FRAMING 'PINK' NEON SIGN. HANG PER DETAIL C/Al2.3 FILL VOIDS WITH TYPE X GYP. P. (TO ACT AS FIRE BLOCKING) (LEAVE SMALL GAP FOR FUNCTION OF FRENCH CLEATS. FRENCH CLEAT HANGER BRACKETS (TYP.) PKF 3 PINK FOCAL SECTION , 1 1/2" = 1' -0" N 8" PINK DOT ON WHITE BACKGROUND G.G. TO CUT DOWN WALLCOVERING AT REGISTRATION MARKS TO MEET NEXT SHEET VERTICALLY AND HORIZONTALLY. WC -32 N ILA 0 1 : PP :48 ". 10 -0" MATERIAL WIDTH q l - All REGISTRATION MARKS X 000000 -0 000000 0 0 0 0 0 0 0 -0 0 0 G 0 0 0 4' -6" C WC - 31 WALLCOVERING WC -31 WC -32 INSTALL SHEETS HORIZONTALLY 4 4 DOT TANGENT PILASTER NC-31 0000boog000b 0 0 )000 1 n n n r1 n n( n n n r n n . PP .48" . C PP 48" CABINET WALL (MULTIPLE CABINETS) INSTALL SHEETS HORIZONTALLY PP :4r : FOCAL WALL . PP 48" . 2 1/2" WHITE DOT ON FINK BACKGROUND G.G. TO CUT DOWN WALLCOVERING AT REGISTRATION MARKS TO MEET NEXT SHEET VERTICALLY AND HORIZONTALLY. O O PP 3g" 0 C + 000 O 0 0 O 0 0 O 0 0 O 0 0 O 0 0 O 0 0 O 0 0 0 0 0 0 O 0 0 0 0 0 0 O 0 0 01 0 0 0 O 0010000 0 0 0 0 0 0 0 O 0 0 0 0 0 O 00 o00 O 0 0 0 0 0 O 0 0 0 0 0 O 0 0 0 0 0 O 0 0 0 0 0 O 0 0 0 0 0 O 0 0 o o o O 0 0 0 0 0 0 0 0 0 0 0 010 0 0 0 0 0 0 O 0 0 0 0 0 0 O 0 0 • O 0 0 O 0 0 • O 0 0 O 0 0 O 0 0 0 (. . • 400 0 0 c ►se O 0 O 0 0 O 0 0 O 0 0 O 0 0 O 0 0 O 00 O 0 0 O 0 0 O 0 0 O 0 0 O 0 0 O 00 O 0 0 O 0 0+ 1U U) 0 SEAM, TYP. WC -32 WALLCOVERING c. DOT CABINET 4-0" MAT. WIDTH 3' -6" / REG. ARKS 0 O W w M■ II 41.■ 7 4011, Aft MP III. 111 ���I+ w l IV Iv VP TIN - 0 1 O � • O O 4-&-. A O C II c � . cC o C i :PM 48" . C C ] D PP 32" : PP :48" IL I D. a c 0 C - NC -31 NC 32 C SEAM, TYP. C DOT PATTERN TO CONTINUE AROUND SIDE WALLS OF CABINET. EDGE OF PUCK PANEL SHOWN DASHED. EXTEND WALL COVERING TO 6' INSIDE EDGE OF PUCK PANEL. WC - 32 LU U) INSTALL SHEETS HORIZONTALLY PP .48" CENTER DOT AT CENTER OF CABINET O 0 0) 0 0 0 C O 0 0 0 0 0 0 0 O 0 0 0 0 0 0 C O C 0 0 0 0 0 0 O 0 0 0 0 0 0 c O 0 0 010 0 0 0 O 0 0 0 0 0 0 O C O O 0 0 0 O 0 0 0 0 0 0 C . PP .48" O n 0 _ O n 4 G O r n r n n 0 /II � YJ DOT CABINET 611 . PP .48" . 0• 0 0 0 0 0 0 CABINET BACK WALL 000b000000 0001000 00 rTh n n n n CABINET WALL (SINGLE r.ABINET) / G.G. TO START WITH MATERIAL AT CEILING AND RUN DOWN WALL. SEE CLG. PLAN N Lu 0- u 0- LL 0 IL 0 I- : PP :48" . N 0 000 0000( LOCATION OF WALLCOVERING SEAM. D U 1S) 1L 0 cd C W U) SEAM, TYP. PINK WALLCOVERING INSTALLATION GUIDELINES • • • ) ) C C C C C ) C ) ) ) C 0. 0. aA PFP:48 " j 1. III O • • 4 II • 4 I • • J • li 0- 0. OF NEON SIGN 4 PUCK FOCAL. REFER TO REF. CEILING PLAN - B.O. CEILING TOP OF NEON SIGN TO ALIGN WITH B.O. TRIM CEILING MOUNTED NEON SIGN PUCK PANEL BASE 0 - 0" A.F.F. FINISH FLOOR SMALL PINK PUCK FOCAL ELEVATION, SMALL PINK PUCK FOCAL PLAN 1/2 " -1' -0" 1/2 " =1' -0" K FILL VOIDS BEHIND PUCK PANELS WITH TYPE X GYP. BD. (TYP.) PUCK PANEL OPP. BASE BELOW FLUORESCENT LIGHT FIXTURE ABOVE LINE OF TRIM ABOVE FOR TRIM PROFILES, SEE DETAIL A/Al2.7 5/8" F.R.T. PLYWOOD OVER 5/8" TYPE 'X' GYPSUM BOARD ON 3 5/8" METAL FRAMING WC -26 LINE OF BASE BELOW AND WAINSCOT CAP ABOVE [-) 5/8" GYP. BD. OVER STUD FRAMING, TYP_ FILL VOIDS BEHIND PUCK PANELS WITH TYPE X GYP. BD. (TYP.) PUCK PANEL LINE OF TRIM ABOVE (WHERE APPLICABLE) PKF PKF 2 5/8" GYP. SD. OVER STUD FRAMING, TYP. IPKF 3 A51r 13 PINK PILASTER G TRANSITION PINK PILASTER �7a CABINET 1/4" = 1' -0" 1 1/2" = 1' -0" G FOR TRIM PROFILES, SEE DETAIL A/Al2.7 5/8" GYP. BD. OVER STUD FRAMING, TYP. 1/4" 5/8" GYP. BD. OVER STUD FRAMING, TYP. FILL VOIDS BEHIND PUCK PANELS WITI -I TYPE X GYP. BD. (TYP.) PUCK PANEL PKF 3 3ASE - BELOW LINE OF TRIM ABOVE (WHERE APPLICABLE) PKF PKF 2 1 1/2" = 1' -O" E PUCK PANEL 1/2" F.R.T. PLYWOOD 5/8" GYP. BD. METAL STUDS @ 16" O.C., TYP. FRENCH CLEATS 6 18 GA. BACKING STUD - SEE DETAIL F /Al2.1 FRENCH CLEAT DETAIL ' 2" / 3/4")/2 11 f3/4" I 0 P r w ®FANK CABINET PLAN PINK PUCK PANEL MOUNTING DETAILS PINK CABINET SECTION PINK CABINET ELEVATION N.T.S. � - 1 1/2" = 1' -0" 0 0 C 0 0 0 0 D C C D C C D C C D c C PP :48" B A10.3 0 0 0 0 0 0 0 0 0 0 0 A10.3 - zezmomeimmmammommomzeze c • PP 32" PP :48" REFER TO REF. CEILING PLAN - B.O. CEILING PUCK PANEL BASE 0' -0" A.F.F. FINISH FLOOR 1/2" = 1' -0" D A SHREMSHOCK 6130 S. WESTERL 614 -545 0) .s :1,Y1 W ° 4 � w" I-z b $ W W O d � C W 2 N ,w. i',!: W H l0-1 W � d C C = = a W C D .c,;==_ w I- 4 W 0-I)) C =Enp W w 0 1- I- ° sQiC] :7:7 < 7 a 0 en s ° z z = ca � w Q � p d F- W CM = 0 C _ 3 w�p ° .--a yr x =°w wra. -W= I-.WPn-w H4cr4v10 REQUIRED BY: INDICATES NO REVISION TO THIS SHEET 1 ,AR•HITECTS, INC. a . ".� ROAD Q Itx ® W NJ in w �v � C4 0 c,- En P uj W V) CO V) co a4 co a REVISIONS: C~J ^ O Q N g m F H I- 5 , ,, Q F W p = a z1= p EI --g7U I- 1-, 4 g C =8m 017 n� v p W U C-,,iY 6 0 � W N O C p o3yt�� In J p Y] 2 w C w C w C V)2 C] j ! '="11 h o! s V = = H d C = g!-- J c n_ a - 3 z z o a 7� Cn C t sw =NV,a C� m W 1 W C J � W O] paam2'J` 5a U N a W Cn .- .1 A w4 DE51GN CH NGI VIIMER UPDATES 03/21/08 P WC6NDITI AIAS DESIGN CHANGES I�E DBINE 05/23/08 CITY OF TUKWILA JUN 0 4 2008 PERMIT CENTER DATE ISSUED: 12/14/2007 DESIGNED BY: ML DRAWN BY: CAB CHECKED BY: RHW PINK CABINET ASSEMBLY DRAWING NUMBER: n n n 0 .. z w w 0 O aix0_ Y W w za) z0 'N 0 a 0 DATE Q4/18/00 FOR TRIM PROFILES, SEE DETAIL A/Al2.7 8 -4" A.F.F. B.O. CEILING 7 -1" A.F.F. T.O. PUCK PANEL 6' -2" A.F.F. (. OF MTL BLOCKING - SEE D /A10.3) 2' -8" A.F.F. (c . OF MTL BLOCKING - SEE D /A10.3) 0' -l0' A.F.F. (cL OF MTL BLOCKING - SEE D /A10.3) 1 1' -3 1 /8' 2 7/8" 1 3/4" MAX 4 \ \ PKF PKF PKF PKF 0100 foik co Deco lotOce v. ctrl"n151 REFER TO REF. CEILING PLAN - B.O. CEILING 1 5/5" METAL STUD FLUORESCENT STRIP, MOUNT TIGHT TO CEILING BOARD - REFER TO FLOOR 4 WALL FINISH PLAN 2 FRENCH CLEAT 1-IANGER BRACKETS SECURE PANEL TO WALL STUDS - SEE DETAIL AT SECTION R/A10.3 3 5/8" METAL STUD FILL VOIDS WIT14 TYPE X AS FIRE BLOCKING) (LEAVE SMALL GAP FOR FUNCTION OF FRENCH CLEATS. WALL LEVELER ATTACHED TO PUCK PANEL FINIS1-1 FLOOR 5/B" TYPE 'X' GYPSUM BOARD SUSPENDED CEILING' P - 26 VJC - 2G 11 /2 2ND LAYER OF 5 /B TYPE 'X' GYPSUM BOARD (SEE B /A10.5 FOR APPLICABLE 5/S F.R.T. PLYWOOD GROUND5) - PRE - PRIMED POPLAR TRIM SUPPLIED BY OWNER INSTALLED BY G .C. 7' -0 LONG PREFABRICATED 'PWP' PANEL WITI -I FACTORY INSTALLED FRENCI-I CLEATS (TOP BOTTOM) PROVIDED BY OWNER INSTALLED BY G.C. PUCK PROVIDED BY OWNER AND INSTALLED BY G.C. POPLAR WAINSCOAT OVER 5/8" F.R.T. PLYWOOD (BEYOND) 5/S TYPE 'X' W. BOARD ON 3 5/B METAL STUDS F.R.T. WOOD BLOCKING (TYP.) 2 X F.R.T. WOOD BLOCKING BY G.C. * INSTALLED ONLY AFTER 'PWP' PANELS ARE SET IN PLACE CONTINUOUS WALL MOUNTED FRENCI -1 CLEAT 5/8" TYPE 'X' GYPSUM BOARD ON 3 5/8 METAL STUDS (TYP) PRE - PRIMED POPLAR TRIM SUPPLIED BY OWNER INSTALLED BY G.G. PRE - PRIMED POPLAR TRIM SUPPLIED BY OWNER 4 INSTALLED BY G.C: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 o O 0 0 0 0 0 0 0 0 O O O O O O O O O PWP48 F WP10 P PWP48 ' WP32 F WP10 7 PWP48 O O 0 0 0 O o• 0 0 0 0 O O o O 0 O 0 O O O 0 O 0 0 0 0 O O o o O 0 O 0 O 0 0 o O 0 0 0 0 O O O O O O O O O 0 O O O O O O O O O O O O O O O O O O O O O O PUCK (IT IS TI-IE RESPONSIBILITY OF TI-IE G.G. TO VERIFY TI-IAT ALL PUCKS ARE FACING TI4E CORRECT DIRECTION TO ACCEPT STANDARDS PRIOR TO INSTALLATION OF PANEL) 5/3" TYPE 'X' GYPSUM BOARD 7 ON METAL STUD FRAMING zv (FLR. TO FIN. CEILING - TYP.) METAL IN -WALL BLACKING (SEE INDICATED SECTION) PWP -5.3 (FILLER) SCRIBE ON SITE 11 X \ �� I / (3 PUCK PANEL) 5/8 TYPE 'X' GYPSUM BOARD ON METAL STUD FRAMING (FLOOR TO FINISI4ED CEILING BEI -IIND ALL PANELS) CONTINUOUS WALL MOUNTED FRENCW CLEAT FOR PWP PANELS (SEE SECTION) -- -- tl� -, ,�► T rr m L 11 11/16" 5/8" TYPE 'X' GYPSUM BOARD ON METAL STUD FRAMING (FLR. TO FIN. CEILING - TYP.) NOTE: ALL WAINSCOT, CAP 4 BASE TO BE BRUSH PAINTED DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 2 O a 7 — QZ 2 w W a U W a U Q r.4 _," c dq�� - � p0= i w ° x ca o - a • a ~ d a �` 7 0 ( p = O O a1-V y N a O 0 W ^ =a °o m ▪ � O 0 ni 5. � ¢ L = a 0 : r } F , r- - a U r 2 : v r C J W = 6 Y a N 0 � p ✓ J O y fra g La CC 4 N F ° La O 15 W 2 7 = = - d = s F2 • N • aMva ° Y W W O wad ?W T NO o 0 A 0 5/B" TYPE 'X' GYPSUM BOARD SUSPENDED CEILING' P - 26 VJC - 2G 11 /2 2ND LAYER OF 5 /B TYPE 'X' GYPSUM BOARD (SEE B /A10.5 FOR APPLICABLE 5/S F.R.T. PLYWOOD GROUND5) - PRE - PRIMED POPLAR TRIM SUPPLIED BY OWNER INSTALLED BY G .C. 7' -0 LONG PREFABRICATED 'PWP' PANEL WITI -I FACTORY INSTALLED FRENCI-I CLEATS (TOP BOTTOM) PROVIDED BY OWNER INSTALLED BY G.C. PUCK PROVIDED BY OWNER AND INSTALLED BY G.C. POPLAR WAINSCOAT OVER 5/8" F.R.T. PLYWOOD (BEYOND) 5/S TYPE 'X' W. BOARD ON 3 5/B METAL STUDS F.R.T. WOOD BLOCKING (TYP.) 2 X F.R.T. WOOD BLOCKING BY G.C. * INSTALLED ONLY AFTER 'PWP' PANELS ARE SET IN PLACE CONTINUOUS WALL MOUNTED FRENCI -1 CLEAT 5/8" TYPE 'X' GYPSUM BOARD ON 3 5/8 METAL STUDS (TYP) PRE - PRIMED POPLAR TRIM SUPPLIED BY OWNER INSTALLED BY G.G. PRE - PRIMED POPLAR TRIM SUPPLIED BY OWNER 4 INSTALLED BY G.C: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 o O 0 0 0 0 0 0 0 0 O O O O O O O O O PWP48 F WP10 P PWP48 ' WP32 F WP10 7 PWP48 O O 0 0 0 O o• 0 0 0 0 O O o O 0 O 0 O O O 0 O 0 0 0 0 O O o o O 0 O 0 O 0 0 o O 0 0 0 0 O O O O O O O O O 0 O O O O O O O O O O O O O O O O O O O O O O PUCK (IT IS TI-IE RESPONSIBILITY OF TI-IE G.G. TO VERIFY TI-IAT ALL PUCKS ARE FACING TI4E CORRECT DIRECTION TO ACCEPT STANDARDS PRIOR TO INSTALLATION OF PANEL) 5/3" TYPE 'X' GYPSUM BOARD 7 ON METAL STUD FRAMING zv (FLR. TO FIN. CEILING - TYP.) METAL IN -WALL BLACKING (SEE INDICATED SECTION) PWP -5.3 (FILLER) SCRIBE ON SITE 11 X \ �� I / (3 PUCK PANEL) 5/8 TYPE 'X' GYPSUM BOARD ON METAL STUD FRAMING (FLOOR TO FINISI4ED CEILING BEI -IIND ALL PANELS) CONTINUOUS WALL MOUNTED FRENCW CLEAT FOR PWP PANELS (SEE SECTION) -- -- tl� -, ,�► T rr m L 11 11/16" 5/8" TYPE 'X' GYPSUM BOARD ON METAL STUD FRAMING (FLR. TO FIN. CEILING - TYP.) NOTE: ALL WAINSCOT, CAP 4 BASE TO BE BRUSH PAINTED DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 2 O a 7 — QZ 2 w W a U W a U Q r.4 _," c dq�� - � p0= i w ° x ca o - a • a ~ d a �` 7 0 ( p = O O a1-V y N a O 0 W ^ =a °o m ▪ � O 0 ni 5. � ¢ L = a 0 : r } F , r- - a U r 2 : v r C J W = 6 Y a N 0 � p ✓ J O y fra g La CC 4 N F ° La O 15 W 2 7 = = - d = s F2 • N • aMva ° Y W W O wad ?W 5/6" 7 (' GYPSUM BOARD .._ SUSPE __ CEILING F - 26 n 1 WG -2G 2ND LAYER OF 5/8" TYPE 'X' GYPSUM BOARD 5/8" TYPE 'X' GYPSUM BOARD ON 3 5/8" METAL STUDS 6 1 PKF q" HIGH PRE- PRIMED POPLAR TRIM SUPPLIED BY OWNER INSTALLED BY G.G. WC -26 7 -0" LONG PREFABRICATED POPLAR WAINSCOT PROVIDED BY OWNER 4 INSTALLED BY G.G. 5/8" F.R.T. PLYWOOD OVER 5/8" TYPE 'X' GYPSUM BOARD ON 3 5/8" METAL FRAMING 5 1 PKF 14" 1-11G1-1 PRE-PRIMED POPLAR BASE TRIM SUPPLIED BY OWNER AND INSTALLED BY G.C. 7' -10 1/2" A.F.F. T.O. WAINSCOT CAP 1' -2" A.F.F. T.O. BASE A REFER. TO REF. CEILING PLAN - B.O. CEILING 7' -6 I/2" A.F.F. (C OF MTL BLOCKING - SEE F /Al2.1) MTL. IN -WALL BLOCKING (SEE DETAIL F /Al2.1) MTL. IN -WALL BLOCKING (SEE DETAIL F/Al2.1) 0 -6 1/4" A.F.F. (C OF MTL BLOCKING - SEE F /12.1) 0 -0" A.F.F. FINISI -I FLOOR PILASTER SECTION WAINSCOT CAP DETAIL 1';1' -O" P 5/8" TYPE 'X' GYP. BOARD WC -2 NAIL 1/2" X 6" F.R.T. WOOD BLOCKING PKF 6 q" HIGH PRE - PRIMED POPLAR TRIM SUPPLIED BY OWNER INSTALLED BY G.C. 5/8" F.R.T. PLYWOOD 1 7 -0" LONG PREFABRICATE\ POPLAR WAINSCOT PROVIDED BY OWNER * INSTALLED BY G.C. WC - 26 NAI L 5/8" F.R.T. PLYWOOD OVER 5/5" TYPE 'X' GYPSUM BOARD ON 3 5/8" METAL FRAMING NAI L PKF 5 1 -2" A.F.F. T.O. BASE 14" HIGH PRE - PRIMED POPLAR BASE TRIM SUPPLIED BY OWNER AND INSTALLED BY G.C. SCRIBE BASE (AS REVD.) 7n DETAIL DETAIL 7' -10 1/2" A.F.F. T.O. WAINSCOT CAP 5/6" GYPSUM BOARD ON METAL STUD FRAMING 0' -0" A.F.F. FINISH FLOOR 1/2" x 2 1/2" CONTINOUS F.R.T WOOD BLOCKING. G.C. TO PAINT BOTTOM FRONT TO MATCH WAINSCOT. FILL /SAND SMOOTH TO ALIGN WITH BOTTOM OF POPLAR TRIM PRIOR TO WAINSCOT INSTALLAION. 1/2" x 3" CONT. WOOD BLOCKING. G.C. TO PAINT FRONT AND TOP FACES TO MATCH WAINSCOT. FILL/SAND SMOOTH TO ALIGN W TOP OF BASE PRIOR TO WAINSCOT INSTALLATION 1/2" x 3" WOOD BLOCKING. 3 " =1' -Q" N A5OVE AI NS DECORATIVE FRAMED MIRROR IN FOREGROUND (SHOWN DASHED FOR CLARITY) SURFACE MOUNTED 2" X 8" WOOD BLOCKING - SEE INDICATED SECTION 5/8" TI-{K. F.R.T. PLYWOOD GROUNDS (REFER TO DETAIL K/A10.6) PRE - PRIMED POPLAR TRIM SUPPLIED BY OWNER INSTALLED BY G.G. PWP5.3 PKF 6 PRE - PRIMED POPLAR TRIM SUPPLIED BY OWNER 4 INSTALLED BY G.C. ABOVE WAINSCOT PLAN - B.O. CEILING PWP5.3 FINISH FLOOR " � �I�EV1IED Ft� CODE COMPLIANCE I APPROVED AM 12 2[10% A10.4 0 0 0 I o o --- 0 0 0 I 0 0 0 0 0 0 0 0 0 0 0 0 - - : : : 0 0 ❑ P . P4: PIN' 3. P P4� � . B PWP4 8 0 0 0 0 0 0 0 0 0 0 0 0 0 ❑ 0 O ❑ ❑ O ❑ ❑ O O O O o ❑ � 8 ❑ ✓ ❑ O v Q J PUCK (IT 15 THE RESPONSIBILITY OF THE G.C. TO VERIFY THAT ALL FUCKS ARE FACING WE CORRECT DIRECTION TO ACCEPT STANDARDS PRIOR TO INSTALLATION OF PANEL) METAL IN -WALL BL (SEE INDICATED SECT! NK PUCK WALL BENCH ELEVATION Q. I. PWP -48.A PWP -48.8 PWP -48.B PWP -48.A I.EQ. FILLER PANEL (TO CUT ON SITE) m 5/8" TYPE 'X' GYPSUM BOARD ON METAL STUD FRAMING cv (FLR. TO FIN. CEILING - TYP.) 3 1/2" MIN. CLEAR A10.5 A10.5 14C-2q A10.4 PWP -5.3 (FILLER) SCRIBE ON SITE PWP -5.3 FILLER P PWP 8.A I' -4" _ 1 -4" A10.4 49 PANEL WITH (3) PUCK PWP48.B 4q" PANEL (FILLER PANEL) 5/8" TYPE 'X' GYPSUM HOARD ON METAL STUD FRAMING (FLOOR TO FINISHED CEILING BEHIND ALL. PANELS) CONTINUOUS WALL MOUNTED FRENCH CLEAT FOR PWP PANELS (SEE SECTION) PWP48.B 4q" PANEL NOTE: ALL WAINSCOT, CAP & BASE TO BE BRUSH PAINTED PWP -5.3 (FILLER) SCRIBE ON SITE 17 -4 1/4" 1 1 -4 u 4q" PANEL WITL -L (3) PUCK 8.A 1 ^4" EMI ■111M■■ FILLER PANEL (TO CUT ON SITE) 5/8" TYPE 'X' GYPSUM BOARD ON METAL STUD FRAMING (FLR. TO FIN. CEILING - TYP.) A10.5 A10.5 3 1/2 MIN. CLEAR A10.4 PUCK WALL BENCH PLAN DETAIL SHREMSHOCK , ARCHITECTS, INC. 6130 S. ROAD W E ST E R' N' *. ,A081 614 -545 04 Wa d J ° 1- V5. Z }�C La °v W.. - - U' 00 0 ce &) 2 In = o 020 - = W V 0 f O - La 8a - = = 3�= 0 LI 4 LA 0 w W EC a N 0 W • { N - O u 0 w W 1- W' l- � o - La ix Ln o -..i:r a -boa W x � - 1.6■ z 3 w�4 d H _ V1 r Q °ca c x J 4 a N O C q 4~ 2 4 2 g O N U U w n W W W In '- re aW0OO..o -.z CI- Y 04 i= W 0 cl) REQUIRED BY: v x� r } %,vwn 0 0 v1 La 2 Z W JJJ W Q • a 4 • La 0 � z o 2 6 W = H 4 w v 1.11 Vi - 0 a o - 6 W H ° ti J W�Q o m y O L L M W z a o D - � wU C W Q 2 O W 0 U w� v7= Ce 0- 21 0 w C 0 H a I-- 6 LC ( 1 7 74 aQ ao t W °-a WW N N w m O W= =1-m Y en l-~ fn 4 > > m CD 0 = =V ae o a a Q g w ~ ~ F W W: o o S a W 5- a. a - W = La 1 - a d 0 0 DESIGN CHANGES • INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 1 CC W 1- z uJ 0 1 0 co co c ® � rn r s � Cs1 g q 8 Lis z id 1 __ WaMa REVISIONS: a �a o 'or 0 uj U ki ti W 4 V 0 a O d d 0 0 i,j ce a Ca -00 ,- W S W - 0 Y n a O d 0 •-7 [jO � N o vi- vi m a 0 CD W^ 0 4 d o 0 z E 5 V V 0 m a 2 2 ,S � 4 O W Y ° a 0 Y w a W 0 = u C W V O 0 ce a cv °z= z • CA fn J0 1 = n 8 Q N j W W U 0 = Cis o ° 2 6 ° W S W = La = 5 a O W W U bl 0 =W O a < - x z3�33 g w2 a CC v w so v a W a �w [C Or _twa U H a � 5w f J Q M W O Q0 c4T RECEIVED T UKWIL A JUN 0 4 2008 PERMiT GENIE 1- Z U .. O W .. w w QW % LL Ca Q w Z 0 0 0 DATE A AG LAN COMME Pert am R UPDATES 03/21/08 A P F(Elb CONDIT .eB 01 /25 /C 04/18 05/23/00 12/14/2007 ML CAB RHW /RIC FOCAL PANEL WALL BENCH DETAILS 1 DRAWING NUMBER: III il LII 1 1 III 5/6" 7 (' GYPSUM BOARD .._ SUSPE __ CEILING F - 26 n 1 WG -2G 2ND LAYER OF 5/8" TYPE 'X' GYPSUM BOARD 5/8" TYPE 'X' GYPSUM BOARD ON 3 5/8" METAL STUDS 6 1 PKF q" HIGH PRE- PRIMED POPLAR TRIM SUPPLIED BY OWNER INSTALLED BY G.G. WC -26 7 -0" LONG PREFABRICATED POPLAR WAINSCOT PROVIDED BY OWNER 4 INSTALLED BY G.G. 5/8" F.R.T. PLYWOOD OVER 5/8" TYPE 'X' GYPSUM BOARD ON 3 5/8" METAL FRAMING 5 1 PKF 14" 1-11G1-1 PRE-PRIMED POPLAR BASE TRIM SUPPLIED BY OWNER AND INSTALLED BY G.C. 7' -10 1/2" A.F.F. T.O. WAINSCOT CAP 1' -2" A.F.F. T.O. BASE A REFER. TO REF. CEILING PLAN - B.O. CEILING 7' -6 I/2" A.F.F. (C OF MTL BLOCKING - SEE F /Al2.1) MTL. IN -WALL BLOCKING (SEE DETAIL F /Al2.1) MTL. IN -WALL BLOCKING (SEE DETAIL F/Al2.1) 0 -6 1/4" A.F.F. (C OF MTL BLOCKING - SEE F /12.1) 0 -0" A.F.F. FINISI -I FLOOR PILASTER SECTION WAINSCOT CAP DETAIL 1';1' -O" P 5/8" TYPE 'X' GYP. BOARD WC -2 NAIL 1/2" X 6" F.R.T. WOOD BLOCKING PKF 6 q" HIGH PRE - PRIMED POPLAR TRIM SUPPLIED BY OWNER INSTALLED BY G.C. 5/8" F.R.T. PLYWOOD 1 7 -0" LONG PREFABRICATE\ POPLAR WAINSCOT PROVIDED BY OWNER * INSTALLED BY G.C. WC - 26 NAI L 5/8" F.R.T. PLYWOOD OVER 5/5" TYPE 'X' GYPSUM BOARD ON 3 5/8" METAL FRAMING NAI L PKF 5 1 -2" A.F.F. T.O. BASE 14" HIGH PRE - PRIMED POPLAR BASE TRIM SUPPLIED BY OWNER AND INSTALLED BY G.C. SCRIBE BASE (AS REVD.) 7n DETAIL DETAIL 7' -10 1/2" A.F.F. T.O. WAINSCOT CAP 5/6" GYPSUM BOARD ON METAL STUD FRAMING 0' -0" A.F.F. FINISH FLOOR 1/2" x 2 1/2" CONTINOUS F.R.T WOOD BLOCKING. G.C. TO PAINT BOTTOM FRONT TO MATCH WAINSCOT. FILL /SAND SMOOTH TO ALIGN WITH BOTTOM OF POPLAR TRIM PRIOR TO WAINSCOT INSTALLAION. 1/2" x 3" CONT. WOOD BLOCKING. G.C. TO PAINT FRONT AND TOP FACES TO MATCH WAINSCOT. FILL/SAND SMOOTH TO ALIGN W TOP OF BASE PRIOR TO WAINSCOT INSTALLATION 1/2" x 3" WOOD BLOCKING. 3 " =1' -Q" N A5OVE AI NS DECORATIVE FRAMED MIRROR IN FOREGROUND (SHOWN DASHED FOR CLARITY) SURFACE MOUNTED 2" X 8" WOOD BLOCKING - SEE INDICATED SECTION 5/8" TI-{K. F.R.T. PLYWOOD GROUNDS (REFER TO DETAIL K/A10.6) PRE - PRIMED POPLAR TRIM SUPPLIED BY OWNER INSTALLED BY G.G. PWP5.3 PKF 6 PRE - PRIMED POPLAR TRIM SUPPLIED BY OWNER 4 INSTALLED BY G.C. ABOVE WAINSCOT PLAN - B.O. CEILING PWP5.3 FINISH FLOOR " � �I�EV1IED Ft� CODE COMPLIANCE I APPROVED AM 12 2[10% A10.4 0 0 0 I o o --- 0 0 0 I 0 0 0 0 0 0 0 0 0 0 0 0 - - : : : 0 0 ❑ P . P4: PIN' 3. P P4� � . B PWP4 8 0 0 0 0 0 0 0 0 0 0 0 0 0 ❑ 0 O ❑ ❑ O ❑ ❑ O O O O o ❑ � 8 ❑ ✓ ❑ O v Q J PUCK (IT 15 THE RESPONSIBILITY OF THE G.C. TO VERIFY THAT ALL FUCKS ARE FACING WE CORRECT DIRECTION TO ACCEPT STANDARDS PRIOR TO INSTALLATION OF PANEL) METAL IN -WALL BL (SEE INDICATED SECT! NK PUCK WALL BENCH ELEVATION Q. I. PWP -48.A PWP -48.8 PWP -48.B PWP -48.A I.EQ. FILLER PANEL (TO CUT ON SITE) m 5/8" TYPE 'X' GYPSUM BOARD ON METAL STUD FRAMING cv (FLR. TO FIN. CEILING - TYP.) 3 1/2" MIN. CLEAR A10.5 A10.5 14C-2q A10.4 PWP -5.3 (FILLER) SCRIBE ON SITE PWP -5.3 FILLER P PWP 8.A I' -4" _ 1 -4" A10.4 49 PANEL WITH (3) PUCK PWP48.B 4q" PANEL (FILLER PANEL) 5/8" TYPE 'X' GYPSUM HOARD ON METAL STUD FRAMING (FLOOR TO FINISHED CEILING BEHIND ALL. PANELS) CONTINUOUS WALL MOUNTED FRENCH CLEAT FOR PWP PANELS (SEE SECTION) PWP48.B 4q" PANEL NOTE: ALL WAINSCOT, CAP & BASE TO BE BRUSH PAINTED PWP -5.3 (FILLER) SCRIBE ON SITE 17 -4 1/4" 1 1 -4 u 4q" PANEL WITL -L (3) PUCK 8.A 1 ^4" EMI ■111M■■ FILLER PANEL (TO CUT ON SITE) 5/8" TYPE 'X' GYPSUM BOARD ON METAL STUD FRAMING (FLR. TO FIN. CEILING - TYP.) A10.5 A10.5 3 1/2 MIN. CLEAR A10.4 PUCK WALL BENCH PLAN DETAIL SHREMSHOCK , ARCHITECTS, INC. 6130 S. ROAD W E ST E R' N' *. ,A081 614 -545 04 Wa d J ° 1- V5. Z }�C La °v W.. - - U' 00 0 ce &) 2 In = o 020 - = W V 0 f O - La 8a - = = 3�= 0 LI 4 LA 0 w W EC a N 0 W • { N - O u 0 w W 1- W' l- � o - La ix Ln o -..i:r a -boa W x � - 1.6■ z 3 w�4 d H _ V1 r Q °ca c x J 4 a N O C q 4~ 2 4 2 g O N U U w n W W W In '- re aW0OO..o -.z CI- Y 04 i= W 0 cl) REQUIRED BY: v x� r } %,vwn 0 0 v1 La 2 Z W JJJ W Q • a 4 • La 0 � z o 2 6 W = H 4 w v 1.11 Vi - 0 a o - 6 W H ° ti J W�Q o m y O L L M W z a o D - � wU C W Q 2 O W 0 U w� v7= Ce 0- 21 0 w C 0 H a I-- 6 LC ( 1 7 74 aQ ao t W °-a WW N N w m O W= =1-m Y en l-~ fn 4 > > m CD 0 = =V ae o a a Q g w ~ ~ F W W: o o S a W 5- a. a - W = La 1 - a d 0 0 DESIGN CHANGES • INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 1 CC W 1- z uJ 0 1 0 co co c ® � rn r s � Cs1 g q 8 Lis z id 1 __ WaMa REVISIONS: a �a o 'or 0 uj U ki ti W 4 V 0 a O d d 0 0 i,j ce a Ca -00 ,- W S W - 0 Y n a O d 0 •-7 [jO � N o vi- vi m a 0 CD W^ 0 4 d o 0 z E 5 V V 0 m a 2 2 ,S � 4 O W Y ° a 0 Y w a W 0 = u C W V O 0 ce a cv °z= z • CA fn J0 1 = n 8 Q N j W W U 0 = Cis o ° 2 6 ° W S W = La = 5 a O W W U bl 0 =W O a < - x z3�33 g w2 a CC v w so v a W a �w [C Or _twa U H a � 5w f J Q M W O Q0 c4T RECEIVED T UKWIL A JUN 0 4 2008 PERMiT GENIE 1- Z U .. O W .. w w QW % LL Ca Q w Z 0 0 0 DATE A AG LAN COMME Pert am R UPDATES 03/21/08 A P F(Elb CONDIT .eB 01 /25 /C 04/18 05/23/00 12/14/2007 ML CAB RHW /RIC FOCAL PANEL WALL BENCH DETAILS 1 DRAWING NUMBER: III il LII illiiiiENNIMEIMENAMEEMESI \/ • m 1 1/2" THK x 2 7/5"± WIDE x 1' -0" LG "HOLD DOWN' BLOCK, SECURED TO MIRROR 4 WALL AT 4 LOCATIONS ALONG MIRROR AFTER INSTALLATION TO PREVENT LIFT OFF. CONTINUOUS 1" X 1" ANGLE ATTACHED TO PLY BACKING AND CLEAT CONT 1 1/2" THK x 4" HIGH CLEAT ATTACHED TO PLY BACKING 1 X 1 ANGLE EA. END OF CLEAT CONT I" THK x 4" NIGH CLEAT ATTACHED TO BLOCKING CONTINUOUS 1 X 1 ANGLE ATTACHED TO PLY BACKING AND CLEAT CONTINUOUS 1" CLEAT ATTACHED TO PLY BACKING #12 x 2 1/2" LG WOOD SCREWS, 5, SCREWS TOTAL AT EACH PIECE OF BLOCKING MTL STUD BLOCKING 5 /5" THK. F.R.T. PLYWOOD GROUNDS (REFER TO ELEVATION B /A10.5) CONT 2x8 BEHIND MIRROR GLUE 2X8 TO PLYWOOD USING LIQUID NAILS ULTRA DUTY POLY ADHESIVE. 1 1/2" THKx27 /5 WIDE x LG "HOLD DOWN" BLOCK, SECURED TO MIRROR $ WALL AT 4 LOCATIONS ALONG MIRROR AFTER INSTALLATION TO PREVENT LIFT OFF. 1/4" MIRROR ON MIRROR MASTIC 1/2 PLYWOOD BACKING CONT 1 1/2" THK x 4" HIGH CLEAT ATTACHED TO PLY BACKING CONT I" THK x 4" HIGH CLEAT ATTACHED TO BLOCKING #12 x 2" LG WOOD SCREW 4" O.C. COUNTERSINK SCREW AS REQ'D TO PENETRATE FULL THICKNESS OF PLYWOOD BACKING -GLUE CLEATS USING LIQUID NAILS ULTRA DUTY POLY ADHESIVE. INSTALL PER MANUF. RECOMMENDATIONS. BENCH PROVIDED BY OWNER AND INSTALLED BY G.C. PARTIALLY EXPOSED ° J" CHANNEL TRIM - TOP, BOTTOM, AND 4 ONE SIDE. MIRROR AND BENCH @ PINK FOCAL ELEVATION `— REVIEWED F CODE COMPLIANCE 1 APPROVED .UPI 12 2T38 City Of Tukwila BUi P�5 .. INIUMEMENIESIM EllillESSIEREMBIZEINEN BilliESINCIENEEM 01 = a La C7 W � �y W W Qln W Dtr= b Q z N ° o5 W a'. J a O [] ate W LLd V1 o V1 y Q Z 2 U Z O H 4 0 - - ( W 0 y In I- z y =°. La z = W d p i I_l fl Lai d O - La W 1-W W C Q N La A= a W � _ N a m - . CC .- s C7 W Z F- c w < OWC = I-a N C VI U7 = = = La a r OZ 2 O p 2 a.a Z 7 y �_ 4 O 0 O U j - = W 0 UJ Y W n = = -- 0 a 1-- 0 d a w 0 DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: C/7 � sW � LLI N O 2 = D C W m z = �= •- r z • =. W .c != W= V a l 1-4 W CC W 2 = 0 La i a LL _ U L2.a 0 Ia v 3 La CT- W r C = 0 a w a C x a U 0 �(o W UU [n 1y a , a— S W 6 d ti Q a F Q i a a d0W Li N W to W Z = H = =11) 1- CI in W $ E C 0 d Q 4 0 °, W m C a� - a CC I- LJ wx 2 W-4 4 0 1- a [i• 0 GI o a 2 +� • U a Q Q U W • C Q 0 W et_ O Q W Q CC CI- 21-010= I- 0 Le z Czf9 Q OL, d 4 � v 1 0 = 411 L7 LL O 0 Cn 1 - N f- Qq = S7 ▪ 0 W o d N El N U W W O == = r ow W 7 = 4 a • t = w==L0 = p W v l� ��[C0 4 La a3 (f/�7 W W U p ▪ = = M ° 4 - F - v ° 2 = .4c � a al En 0 0 Q Q •_ n CJ W ° U � LL 17 e La d w a W U W W UM a = w SOLID WOOD PIECE APPLIED TO BOTH ENDS OF MIRROR TO CONCEAL MOUNTING DECORATIVE MIRROR TRIM SUPPLIED BY OWNER AND INSTALLED BY G.G. 6' -6 1/4 A.F.F. (C OF MTL BLOCKING - SEE F /Al2.1) O' -8 1/4" A.F.F. (C OF MIL / 7'+011 1 •f ACTUAL / MIRROR SIZE CONTINUOUS FRENC / /// / r REFER TO REF. CEILING PLAN - B.O. CEILING 8' -7 1/4" A.F.F. (& OF MIL BLOCKING - SEE F /Al2.1) T / , — X / ... / / ( _ / illiiiiENNIMEIMENAMEEMESI 1 1/2" THK x 2 7/5"± WIDE x 1' -0" LG "HOLD DOWN' BLOCK, SECURED TO MIRROR 4 WALL AT 4 LOCATIONS ALONG MIRROR AFTER INSTALLATION TO PREVENT LIFT OFF. CONTINUOUS 1" X 1" ANGLE ATTACHED TO PLY BACKING AND CLEAT CONT 1 1/2" THK x 4" HIGH CLEAT ATTACHED TO PLY BACKING 1 X 1 ANGLE EA. END OF CLEAT CONT I" THK x 4" NIGH CLEAT ATTACHED TO BLOCKING CONTINUOUS 1 X 1 ANGLE ATTACHED TO PLY BACKING AND CLEAT CONTINUOUS 1" CLEAT ATTACHED TO PLY BACKING #12 x 2 1/2" LG WOOD SCREWS, 5, SCREWS TOTAL AT EACH PIECE OF BLOCKING MTL STUD BLOCKING 5 /5" THK. F.R.T. PLYWOOD GROUNDS (REFER TO ELEVATION B /A10.5) CONT 2x8 BEHIND MIRROR GLUE 2X8 TO PLYWOOD USING LIQUID NAILS ULTRA DUTY POLY ADHESIVE. 1 1/2" THKx27 /5 WIDE x LG "HOLD DOWN" BLOCK, SECURED TO MIRROR $ WALL AT 4 LOCATIONS ALONG MIRROR AFTER INSTALLATION TO PREVENT LIFT OFF. 1/4" MIRROR ON MIRROR MASTIC 1/2 PLYWOOD BACKING CONT 1 1/2" THK x 4" HIGH CLEAT ATTACHED TO PLY BACKING CONT I" THK x 4" HIGH CLEAT ATTACHED TO BLOCKING #12 x 2" LG WOOD SCREW 4" O.C. COUNTERSINK SCREW AS REQ'D TO PENETRATE FULL THICKNESS OF PLYWOOD BACKING -GLUE CLEATS USING LIQUID NAILS ULTRA DUTY POLY ADHESIVE. INSTALL PER MANUF. RECOMMENDATIONS. BENCH PROVIDED BY OWNER AND INSTALLED BY G.C. PARTIALLY EXPOSED ° J" CHANNEL TRIM - TOP, BOTTOM, AND 4 ONE SIDE. MIRROR AND BENCH @ PINK FOCAL ELEVATION `— REVIEWED F CODE COMPLIANCE 1 APPROVED .UPI 12 2T38 City Of Tukwila BUi P�5 .. INIUMEMENIESIM EllillESSIEREMBIZEINEN BilliESINCIENEEM 01 = a La C7 W � �y W W Qln W Dtr= b Q z N ° o5 W a'. J a O [] ate W LLd V1 o V1 y Q Z 2 U Z O H 4 0 - - ( W 0 y In I- z y =°. La z = W d p i I_l fl Lai d O - La W 1-W W C Q N La A= a W � _ N a m - . CC .- s C7 W Z F- c w < OWC = I-a N C VI U7 = = = La a r OZ 2 O p 2 a.a Z 7 y �_ 4 O 0 O U j - = W 0 UJ Y W n = = -- 0 a 1-- 0 d a w 0 DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: \/ • m 0 GI o a 2 +� • U a Q Q U W • C Q 0 W et_ O Q W Q CC CI- 21-010= I- 0 Le z Czf9 Q OL, d 4 � v 1 0 = 411 L7 LL O 0 Cn 1 - N f- Qq = S7 ▪ 0 W o d N El N U W W O == = r ow W 7 = 4 a • t = w==L0 = p W v l� ��[C0 4 La a3 (f/�7 W W U p ▪ = = M ° 4 - F - v ° 2 = .4c � a al En 0 0 Q Q •_ n CJ W ° U � LL 17 e La d w a W U W W UM a = w SOLID WOOD PIECE APPLIED TO BOTH ENDS OF MIRROR TO CONCEAL MOUNTING DECORATIVE MIRROR TRIM SUPPLIED BY OWNER AND INSTALLED BY G.G. 6' -6 1/4 A.F.F. (C OF MTL BLOCKING - SEE F /Al2.1) O' -8 1/4" A.F.F. (C OF MIL / 7'+011 1 •f ACTUAL / MIRROR SIZE CONTINUOUS FRENC / /// / r REFER TO REF. CEILING PLAN - B.O. CEILING 8' -7 1/4" A.F.F. (& OF MIL BLOCKING - SEE F /Al2.1) T + 0 0 0 0 L ----- - - - - -- ------------ - - - - -- J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 1 1 • I i i i I i • I i 1 1 1 MEN PUCK (IT IS THE RESPONSIBILITY OF THE G.G. TO VERIFY THAT ALL PUCKS ARE FACING THE CORRECT DIRECTION TO ACCEPT STANDARDS PRIOR TO INSTALLATION OF PANEL) METAL IN-WALL BLOCKING I (SEE INDICATED SECTION) -METAL IN-WALL BLOCKING (BEE INDICATED SECTION) PKF WC -26 PKF REFER TO REF. CEILING REFER TO REF. CEILING PLAN - B.O. TRANSITION 6 q' HIGH PRE_PRIMED POPLAR TRIM SUPPLIED BY OWNER INSTALLED BY G.C. 5 PLAN - B.O. CEILING { 1' -2" HIGH PRE-PRIMED POPLAR TRIM SUPPLIED BY OWNER INSTALLED BY G.C. 0' -0" A.F.F. FINISH FLOOR DRAWING FOR REFERENCE ONLY. REFER TO SHOP DRAWINGS FOR ASSEMBLY AND SEE DETAIL P /A10.8 PINK PUCK WALL ELEVATION 5/8" 5/8" #1 / 1' -0I /4" A10.4 PWP48.B, PWP5.3, OR PWP10.7 A10,7 REFER TO CONSTR. FLOOR PLAN CONTINUOUS WALL MOUNTED FRENCH CLEAT FOR PWP PANELS (SEE SECTION) { FILLERS) EQUAL (SCRIBE ON SITE) 5/5" TYPE 'X' GYPSUM BOARD ON METAL STUD FRAMING (FLOOR TO FINISHED CEILING BEI -IIND ALL PANELS) PUCK (IT IS THE RESPONSIBILITY OF THE G.C. TO VERIFY THAT ALL PUCKS ARE FACING THE CORRECT DIRECTION TO ACCEPT STANDARDS PRIOR TO INSTALLATION OF PANEL) SEE PLAN PWP48.A PUCK PANELS EQUAL (SCRIBE ON SITE) . ill 1 Ili n r. I 1 I;4 WAINSCOT CAP ABOVE LINE OF BASE BELOW AND 1 1 •' 1' -o 1/4" 5/8" 5/8" C A10.8 TYPE 'X' GYPSUM EDAM) ON METAL STUD FRAMING (FLOOR TO FINISHED CEILING BEHIND ALL PANELS) WC -26 { POPLAR WAINSCOT OVER 6/6" P.R.T. PLYWOOD LINE OF BASE BELOW AND WAINSCOT CAP ABOVE HOOK ABOVE, PROVIDED BY OWNER AND INSTALLED 5Y G.C. (TYP. OF 4) DRAWING FOR REFERENCE ONLY. REFER TO SHOP DRAWINGS FOR ASSEMBLY AND SEE DETAIL 1 0.8 PINK PUCK WALL PLAN DETAIL O 0 O 0 L O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 PUCK (IT IS THE RESPONSIBILITY OF THE G.C. TO VERIFY THAT ALL PUCKS ARE FACING THE CORRECT DIRECTION TO ACCEPT STANDARDS PRIOR TO INSTALLATION OF PANEL) DRAWING FOR REFERENCE ONLY. REFER TO SHOP DRAWINGS FOR ASSEMBLY AND SEE DETAIL P /A10.8 SHREMSHOCK _ ARCHITECTS, INC. f 6130 S. SU I OAD WESTERN > w .. �. `, i 614 -545 -` x¢411 :$ . . W Cn W y 1y 4 � w a °?, x v1 3 a ° 4 s H � W� 0 7 0 d U ° 0 d W O m fn0 7 0 a 0 Z U O Q s CC [ j W - 1 hZ x 0 - a a � Ecm g s a ▪ S b 0- ▪ h1-- - Vhi re 1 O W W 1+-� W H w 0 If, C - w a 0 z tn = fq ▪ -1 LLxa I W x � x4 Z N p 4 W W U w arn wa °vest °z E ¢ . ° 4 0 ° C O U CI y o 0 fn d =NI-WC CN C= 0 C W X 0 O . h 0 fla w 0 DATE ISSUED: : DESIGNED BY: DRAWN BY: CHECKED BY: )- w W x oa Ca = (/ O1 CL W J W V l = • ti 2 h a 3 3 W W • r S N W W H- z 9 La ° r • CO La La ca • ac • a 41 r24 C3 x W 4 w 2 w_ I ' vx w 0d ft m O 0WNC= .4 z W S 2 as 0 = , co g h w 0 C W 4. p a 0 t4 O8tf fn LTJ I— 0 = v 1- x40 x W - 0 = U W W 0 a NR Fr2 CO S h c -= v w rxa Lacao ca h 0 C74 cc _CD Co o- ,- 0� C] 0 1iYJ20 O C fV = 4 da to W a 0 1-- Vf - ° C4 t7n h Q ° ° d p en rH0 c) LLI U 6 0 W n CS W F L. L W W a= CC a z a to in W fn in _ 4 - 0 W °W 2x +[9 ° 1 �W.-1W a a e h h Cn Z 0 C aa W =o w 0w a ° F w ha - 0 t7x = -ON cc '=. rL W h O 01 as 0W rN V Mwm La YCLh Wx 0-w amr� SZ W, 17_ I- 0 S 4 O+ h 4a 4 CO U h a Z W 47 — METAL IN -WALL BLOC (SEE INDICATED SECTION) O 0 O 0 O 0 7 O 0 O 0 O 0 O 0 O 0 O 0 O 0 0 0 O 0 O 0 FOCAL PANEL WALL DETAILS 1 "=1' -0" 1 " =1' -0" J PINK PUCK WALL ELEVATION 1 ";1' -0" E4 VI: 1 —�: MI= ZEL 1 7/16" FILLER(5) PWP48.B, PWP5.3, OR PWP10.7 EQUAL (SCRIBE ON SITE) LINE OF BASE BELOW AND WAINSCOT GAP ABOVE PUCK (IT 15 THE RESPONSIBILITY OF THE G.C. TO VERIFY THAT ALL PUCKS ARE FACING THE CORRECT DIRECTION TO ACCEPT STANDARDS PRIOR TO INSTALLATION OF PANEL) PWP48.A OR PWP32 PUCK PANELS REFER TO CONSTR. FLOOR PLAN Fl LLER(S) PWP48.B, PWP5.3, OR PWP10.7 CONTINUOUS WALL MOUNTED FRENCI -I CLEAT FOR PWP PANELS (SEE SECTION) PWP48.A OR PWP32 PUCK PANELS REFER TO CONSTR. FLOOR PLAN 5/8' TYPE 'X' GYPSUM BOARD ON METAL STUD FRAMING (FLOOR TO FINISHED CEILING BEHIND ALL PANELS) FILLER(5) PWP48.B, PWP5.3, OR PWP10.7 EQUAL (SCRIBE ON SITE) 2 3/5 r DRAWING FOR REFERENCE ONLY. REFER TO SHOP DRAWINGS FOR ASSEMBLY AND SEE DETAIL P /A10.8 PINK PUCK WALL PLAN DETAIL B A 0 O 0 1 1 • I i i i I i • I i 1 1 1 MEN PUCK (IT IS THE RESPONSIBILITY OF THE G.G. TO VERIFY THAT ALL PUCKS ARE FACING THE CORRECT DIRECTION TO ACCEPT STANDARDS PRIOR TO INSTALLATION OF PANEL) METAL IN-WALL BLOCKING I (SEE INDICATED SECTION) -METAL IN-WALL BLOCKING (BEE INDICATED SECTION) PKF WC -26 PKF REFER TO REF. CEILING REFER TO REF. CEILING PLAN - B.O. TRANSITION 6 q' HIGH PRE_PRIMED POPLAR TRIM SUPPLIED BY OWNER INSTALLED BY G.C. 5 PLAN - B.O. CEILING { 1' -2" HIGH PRE-PRIMED POPLAR TRIM SUPPLIED BY OWNER INSTALLED BY G.C. 0' -0" A.F.F. FINISH FLOOR DRAWING FOR REFERENCE ONLY. REFER TO SHOP DRAWINGS FOR ASSEMBLY AND SEE DETAIL P /A10.8 PINK PUCK WALL ELEVATION 5/8" 5/8" #1 / 1' -0I /4" A10.4 PWP48.B, PWP5.3, OR PWP10.7 A10,7 REFER TO CONSTR. FLOOR PLAN CONTINUOUS WALL MOUNTED FRENCH CLEAT FOR PWP PANELS (SEE SECTION) { FILLERS) EQUAL (SCRIBE ON SITE) 5/5" TYPE 'X' GYPSUM BOARD ON METAL STUD FRAMING (FLOOR TO FINISHED CEILING BEI -IIND ALL PANELS) PUCK (IT IS THE RESPONSIBILITY OF THE G.C. TO VERIFY THAT ALL PUCKS ARE FACING THE CORRECT DIRECTION TO ACCEPT STANDARDS PRIOR TO INSTALLATION OF PANEL) SEE PLAN PWP48.A PUCK PANELS EQUAL (SCRIBE ON SITE) . ill 1 Ili n r. I 1 I;4 WAINSCOT CAP ABOVE LINE OF BASE BELOW AND 1 1 •' 1' -o 1/4" 5/8" 5/8" C A10.8 TYPE 'X' GYPSUM EDAM) ON METAL STUD FRAMING (FLOOR TO FINISHED CEILING BEHIND ALL PANELS) WC -26 { POPLAR WAINSCOT OVER 6/6" P.R.T. PLYWOOD LINE OF BASE BELOW AND WAINSCOT CAP ABOVE HOOK ABOVE, PROVIDED BY OWNER AND INSTALLED 5Y G.C. (TYP. OF 4) DRAWING FOR REFERENCE ONLY. REFER TO SHOP DRAWINGS FOR ASSEMBLY AND SEE DETAIL 1 0.8 PINK PUCK WALL PLAN DETAIL O 0 O 0 L O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 O 0 PUCK (IT IS THE RESPONSIBILITY OF THE G.C. TO VERIFY THAT ALL PUCKS ARE FACING THE CORRECT DIRECTION TO ACCEPT STANDARDS PRIOR TO INSTALLATION OF PANEL) DRAWING FOR REFERENCE ONLY. REFER TO SHOP DRAWINGS FOR ASSEMBLY AND SEE DETAIL P /A10.8 SHREMSHOCK _ ARCHITECTS, INC. f 6130 S. SU I OAD WESTERN > w .. �. `, i 614 -545 -` x¢411 :$ . . W Cn W y 1y 4 � w a °?, x v1 3 a ° 4 s H � W� 0 7 0 d U ° 0 d W O m fn0 7 0 a 0 Z U O Q s CC [ j W - 1 hZ x 0 - a a � Ecm g s a ▪ S b 0- ▪ h1-- - Vhi re 1 O W W 1+-� W H w 0 If, C - w a 0 z tn = fq ▪ -1 LLxa I W x � x4 Z N p 4 W W U w arn wa °vest °z E ¢ . ° 4 0 ° C O U CI y o 0 fn d =NI-WC CN C= 0 C W X 0 O . h 0 fla w 0 DATE ISSUED: : DESIGNED BY: DRAWN BY: CHECKED BY: )- w W x oa Ca = (/ O1 CL W J W V l = • ti 2 h a 3 3 W W • r S N W W H- z 9 La ° r • CO La La ca • ac • a 41 r24 C3 x W 4 w 2 w_ I ' vx w 0d ft m O 0WNC= .4 z W S 2 as 0 = , co g h w 0 C W 4. p a 0 t4 O8tf fn LTJ I— 0 = v 1- x40 x W - 0 = U W W 0 a NR Fr2 CO S h c -= v w rxa Lacao ca h 0 C74 cc _CD Co o- ,- 0� C] 0 1iYJ20 O C fV = 4 da to W a 0 1-- Vf - ° C4 t7n h Q ° ° d p en rH0 c) LLI U 6 0 W n CS W F L. L W W a= CC a z a to in W fn in _ 4 - 0 W °W 2x +[9 ° 1 �W.-1W a a e h h Cn Z 0 C aa W =o w 0w a ° F w ha - 0 t7x = -ON cc '=. rL W h O 01 as 0W rN V Mwm La YCLh Wx 0-w amr� SZ W, 17_ I- 0 S 4 O+ h 4a 4 CO U h a Z W 47 — METAL IN -WALL BLOC (SEE INDICATED SECTION) O 0 O 0 O 0 7 O 0 O 0 O 0 O 0 O 0 O 0 O 0 0 0 O 0 O 0 FOCAL PANEL WALL DETAILS 1 "=1' -0" 1 " =1' -0" J PINK PUCK WALL ELEVATION 1 ";1' -0" E4 VI: 1 —�: MI= ZEL 1 7/16" FILLER(5) PWP48.B, PWP5.3, OR PWP10.7 EQUAL (SCRIBE ON SITE) LINE OF BASE BELOW AND WAINSCOT GAP ABOVE PUCK (IT 15 THE RESPONSIBILITY OF THE G.C. TO VERIFY THAT ALL PUCKS ARE FACING THE CORRECT DIRECTION TO ACCEPT STANDARDS PRIOR TO INSTALLATION OF PANEL) PWP48.A OR PWP32 PUCK PANELS REFER TO CONSTR. FLOOR PLAN Fl LLER(S) PWP48.B, PWP5.3, OR PWP10.7 CONTINUOUS WALL MOUNTED FRENCI -I CLEAT FOR PWP PANELS (SEE SECTION) PWP48.A OR PWP32 PUCK PANELS REFER TO CONSTR. FLOOR PLAN 5/8' TYPE 'X' GYPSUM BOARD ON METAL STUD FRAMING (FLOOR TO FINISHED CEILING BEHIND ALL PANELS) FILLER(5) PWP48.B, PWP5.3, OR PWP10.7 EQUAL (SCRIBE ON SITE) 2 3/5 r DRAWING FOR REFERENCE ONLY. REFER TO SHOP DRAWINGS FOR ASSEMBLY AND SEE DETAIL P /A10.8 PINK PUCK WALL PLAN DETAIL B A DRAWING FOR REFERENCE ONLY. REFER TO SHOP DRAWINGS FOR ASSEMBLY AND SEE DETAIL P /A10.8 J 1 PW 0 0 A PWP5.3 SINGLE FILLER �I♦�i 10.7 DOUBLE FILLER PW FILLER I = w 32 2 -PUCK PANEL WP 3 -PUCK PANEL PUCK AND FILLER PANELS NOT USED NOT USED P NOT USED NOT USED 3" — 1' -0" K J 0 A10.5 A10.5 5/8" TYPE 'X' GYPSUM BOARD ON 3 5/8" METAL STUDS (TYP) A10.5 SEE PLAN NC--26 POPLAR WAINSCOr OVER 5 /S" F.R.T. PLYWOOD ALIGN TRANSITION CEILING WITI4 FACE OF WALL LINE OF BASE BELOW AND WAINSCOT CAP ABOVE LINE OF TRANSITION CEILING ABOVE I-100K ABOVE PROVIDED BY OWNER AND INSTALLED BY G.G. (TYP. OF 4) EQ. EQ. 'r (4' MAX.) 5/8" EQUAL �r r EQ. 7r II SEE PLAN 7r l II EQUAL DRAWING FOR REFERENCE ONLY. REFER TO SHOP DRAWINGS FOR ASSEMBLY AND SEE DETAIL P /A10.8 2 1/4" EQ. (4" MAX.) 5/8" // POPLAR WAINSCOT OVER 5/8 F.R.T. PLYWOOD r -- WC -26 ALIGN TRANSITION CEILING WITH FACE OF WALL LINE OF TRANSITION CEILING ABOVE REVIEWED FOR CODE COMPLIANCE APPROVED R JUN 12 2008 City Of Tukwila ILDIN =° DIVISION 0 TRANSITION PASS THRU DETAIL FOR ALL TRIM PROFILES, SEE DETAIL A/Al2.7 AND A/A13.4 5/8" TYPE 'X' GYP. BD. OVER METAL STUD FRAMING, TIP. METAL STUD FRAMING F.R.T. WOOD BLOCKING PKF PK 4 7/6" 25/16" r A ►T 7 5/16 ce CONTINUOUS WALL MOUNTED FRENCI4 CLEAT FOR PWP PANELS (SEE SECTION) LINE OF BASE BELOW AND WAINSCOT CAP ABOVE PUCK FILLER PKF FILLER PANEL (TO CUT ON SITE) JAMB DETAIL (HEAD SIMILAR) 3" = 1' -0" F 5/8" TYPE 'X' GYP. SD. OVER METAL STUD FRAMING, TYP. METAL STUD FRAMING PKF 0 F.R.T. WOOD BLOCKING ALL TRIM LES, SEE DETAIL AND A/A13.4 LINE OF BASE BELOW AND WAINSCOT CAP ABOVE POP OVER DETAIL DETAIL 3" = 1' -0" CONTINUOUS WALL MOUNTED FRENCI4 CLEAT FOR PWP PANELS (SEE SECTION) FILLER PANEL (TO CUT ON SITE) 5/8" TYPE 'X' GYPSUM BOARD ON 3 5/8" METAL STUDS (TYP) CONTINUOUS WALL MOUNTED FRENCI4 CLEAT FOR PWP PANELS (SEE SECTION) 1 I' J 1 /8" .3/4" _3/4 3/16" >>>>,'/>>>>> ti J` /8 " -• �r X U E m v EQ. (OR 4" MAX.) co PUCK FILLER LINE OF BASE BELOW AND WAINSCOT CAP ABOVE PUCK FILLER 6" = 1' -0" CONTINUOUS WALL MOUNTED FRENCI4 CLEAT FOR PWP PANELS (SEE SECTION) FILLER PANEL (TO GUT ON SITE) 5/8" TYPE 'X' GYPSUM BOARD ON 3 5B" METAL STUDS (TIP) 4 0 0 i /8" 15 /8" /8" EQ. (OR 4 3/4" MAX.) MIN. CLEAR Tio PUCK FILLER LINE OF BASE BELOW AND WAINSCOT CAP ABOVE NC--26 POPLAR WAINSCOT OVER S /S' F.R.T. PLYWOOD 6 " =1' -0" A SHREMSHOCK . ARCHI ECTS, INC. 6130 S. SW OAD WESTER I ; : > ., 081 614 - 545:' W A — - C REQUIRED BY: (� ADDED) DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: ' INDICATES NO REVISION TO TNIS SHEET REVISIONS: CO CO co 0) JUN n 4 7008 NMI aw p�p - - F N J 1 0 m (" C U i =ao o ..,..._ CGH = U 2 qC 0-^aq !E a d e U O d H U O C CC) Y J Q o O ' 0. = N q s z � W g y W H W C] aa O C_7 W E s = Z C ] © = q � Z J a 1.4 a2 y_ a -C9 SC �N C C N I- > L... GC7 � . -- 2 ado C ;: RECEIV CITY OF TUKVVILA I i t ivi T OE� N N N 0 I— O � W p 0 Y W w <Ld 0- 0< w ZO ] Z y 0 0 0 I^ o I- EL EL W Z tJ ocn ci &I J DATE 05/23/C8 12/14/2007 ML CAB RHW FOCAL PANEL WALL DETAILS DRAWING NUMBER: 1 I s I A L .d I .• z c. - a z II • z 0 Cl) C m z 0 Cl) C m II 0 ifi (1) m 0 z I - o Cl) m I 0 II 3 0 ro z 0 C cn m D BOONA0611R4 14AVOIXISSVAII*4 000M M m > 3 m Z — P1 m ci) 0 co En co m 75 4> 2 cI Ph Ph rn U) 0 U) PROJECT INFORMATION: PINK! WESTFIELD SOUTHCENTER SPACE #1125 633 SOUTHCENTER SEATTLE, WA 98188 SCOPE: NEW PACKAGE: DESIGN TYPE: PINK GENERATION: LSD&C PROJECT #: 00052394 A/E PROJECT #: 0501449 07577 PROHIBITION ON REUSE: THESE DRAWINGS AND SPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE CONTEMPORANEOUSLY WITH THEIR ISSUE DATE. THEY ARE NOT INTENDED FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. REUSE OF THESE DRAWINGS AND SPECIFICATIONS, OR ANY REPRODUCTION THEREOF, ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS EXPRESSLY AUTHORIZED IN WRITING BY LIMITED STORE PLANNING, INC., D/Ell'A LIMITED STORE DESIGN AND CONSTRUCTION ('LSD"). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF LSDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH LSDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL EE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ISOC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND SPECIFICATIONS MUST BE RETURNED TO MC UPON COMPLETION OF THEIR INTENDED USE, UNLESS OTHERWISE AGREED BY THE LSDC, 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 1999; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 199D. 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. m Ited 14... 4 cL 18 rl Yhree 1, rwaited. Parkway Colwab.m. Ohio 432,30 TeiB'ephone.'. 614415 7 0 0 Fax: 14 . 4.115,73 httrx.//www, L SDnr;. , Br :1:::.1nriEs.c nM ••:• I. 1. . .1. • 6923 •••••*.• VARCH CT REGIST ED RAID S. SHREMSHOC TATE OF WASHINGTON dVIIMHSVO dVIIMNOVEI eainaow e3inacwg 2' -10 IN ....• ..-..... -1. 4'-11" 1 ......%% 2 1/8" I .• z c. - a z II • z 0 Cl) C m z 0 Cl) C m II 0 ifi (1) m 0 z I - o Cl) m I 0 II 3 0 ro z 0 C cn m D BOONA0611R4 14AVOIXISSVAII*4 000M M m > 3 m Z — P1 m ci) 0 co En co m 75 4> 2 cI Ph Ph rn U) 0 U) PROJECT INFORMATION: PINK! WESTFIELD SOUTHCENTER SPACE #1125 633 SOUTHCENTER SEATTLE, WA 98188 SCOPE: NEW PACKAGE: DESIGN TYPE: PINK GENERATION: LSD&C PROJECT #: 00052394 A/E PROJECT #: 0501449 07577 PROHIBITION ON REUSE: THESE DRAWINGS AND SPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE CONTEMPORANEOUSLY WITH THEIR ISSUE DATE. THEY ARE NOT INTENDED FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. REUSE OF THESE DRAWINGS AND SPECIFICATIONS, OR ANY REPRODUCTION THEREOF, ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS EXPRESSLY AUTHORIZED IN WRITING BY LIMITED STORE PLANNING, INC., D/Ell'A LIMITED STORE DESIGN AND CONSTRUCTION ('LSD"). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF LSDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH LSDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL EE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ISOC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND SPECIFICATIONS MUST BE RETURNED TO MC UPON COMPLETION OF THEIR INTENDED USE, UNLESS OTHERWISE AGREED BY THE LSDC, 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 1999; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 199D. 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. m Ited 14... 4 cL 18 rl Yhree 1, rwaited. Parkway Colwab.m. Ohio 432,30 TeiB'ephone.'. 614415 7 0 0 Fax: 14 . 4.115,73 httrx.//www, L SDnr;. , Br :1:::.1nriEs.c nM ••:• I. 1. . .1. • 6923 •••••*.• VARCH CT REGIST ED RAID S. SHREMSHOC TATE OF WASHINGTON dVIIMHSVO dVIIMNOVEI eainaow e3inacwg BRACING DETAIL N.T.S R 2 HOUR RATED PARTITION 1" = 1' -0" L BACKING - MEDIUM DUTY N.T.S. G FURRING WALL 1" = 1' -0" C - 05DAl21LOSECT - 05SAl21COSECT NTS J TYPICAL PARTITION 1 " =1' -O" E SALES /NON -SALES 1" = 1' -0" 05S121EOSECT 05SAl21AOSECT Al2.1 WATER HEATER OVER 3/4" EXTERIOR GRADE PLYWOOD - SEE PLUMBING DRAWINGS 6" X 16 GA. METAL BLOCKING BUILT UP COLUMN TO ALIGN WITH HEADER ABOVE 6" X16 GA. METAL STUD PLATFORM FRAMING TO ALIGN WIT1 -1 3 5/8" X 16 GA. WALL FRAMING MOP SINK - SEE PLUMBING DRAWINGS WATER HEATER SHELF DETAILS ( SECTION 1" = 1' -0" 05DAl21SODETL NOE• DO NOT ATTACH GYP. BOARD TO TOP TRACK DO NOT SCREW STUDS TO 'DEEP LEG" TRACK TOP CHORD OF JOIST USE TI-115 DETAIL ONLY IF BUILDING AUTHORITIES REQUIRE THAT PARTITION STUDS BE INDEPENDENT OF TOP TRACK DEFLECTION 0 TOP OF PARTITION TOP OF STUD 20 GA. "DEEP LEG" TRACK SECURE TO METAL DECK 3 " =1' -0" M O5SAl21MOSECT PLAQUE STATING LIVE LOAD LIMIT FOR LOFT AT 125 PSF - SEE STRUCT CALCS AS INCLUDED ON DEFERRED SUBMITTAL LETTER 2'X2' PANEL, WHERE REQD FOR MAINTENANCE ACCESS PAINTED LINE 18' DOWN FROM CEILING, APPLY ADHESIVE LETTERS: "DO NOT STACK ABOVE T1415 LINE' LAV. /OFFICE DECK 5/8" GYP BD OVER 3 5/8" MTL STUD RESTROOM CEILING/DECK FOR REFERENCE ONLY - SEE STRUCTURAL DRAWINGS FOR FRAMING DETAILS MAX PIPE OR CONDUIT DIAM, IN. 1 1 4 4 6 12 ANNULAR SPACE, IN 0 TO 3/16 1/4 TO 1/2 0 TO 1/4 0 TO 1 - I/2# I TO 1/2 3/16 TO 3/6 MINNESOTA MINING $ MFG. CO. - CP 2514E +. *BEARING THE UL CLASSIFICATION MARKING. UL DESIGN DETAILS F RATING, I OR 2 2 OR 4 I OR 2 I OR 2 3 OR 4 I OR 2 VARIES, REFER TO ELEV B.O. (E) STRUCTURE / DECK MALL DECK (TYPICAL) ATTACH STUD BRACING WITH A MINIMUM OF (2) 12 -14 TEK SCREWS (TYPICAL) 3 5/8" X 20 GA. MTL. STUD BRACING (La 48" O.C. SCRD1 TO WALL STUDS 1.1/(2) 12 -14 TEK SCREWS MINIMUM (TYPICAL) 2 I /2" STUD INFILL BY G.G. ONLY WHERE NEEDED (TYPICAL) MALL- STRUCTURE (TYPICAL) (1) 12 -14 TEK SCREW EACH SIDE OF EVERY STUD 20 GA. "DEEP LEG" TRACK SECURE TO EXISTING MALL STRUCTURE WITH A MINIMUM OF (2) TEK SCREWS @ 4' -0' O.C. MAX. (FORMERLY SYSTEM NO. 147) F RATINGS -1, 2, 3, AND 4 1-IR (SEE ITEMS 2 AND 3) T RATINGS -0, 1, 2, 3, AND 4 1-1R (SEE ITEM 3) L RATING AT AMBIENT-LESS TI-IAN 1 GFM /SQ FT. L RATING AT 400 °F -LESS THAN 1 CFM /SQ FT. I. WALL ASSEMBLY- THE I, 2, 3, OR 4 HR FIRE -RATED GYPSUM WALLBOARD /STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES; A. STUDS -WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 214R FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. O.C. WITH NOM 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3 -5/8 IN. WIDE BY 1 -3/8" IN. DEEP CHANNELS SPACED MAX 24 IN. OC. B. WALLBOARD, GYPSUM* -NOM 1/2 OR 5/3 IN. THICK 4 FT WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM OF OPENING IS 13 -1/2 IN. 2. PIPE OR CONDUIT -NOM 12 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE, NOM 12 IN. DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN. DIAM (OR SMALLER) CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE, NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT, NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING, NOM 6 IN. DIAM (OR SMALLER) TYPE L OR (OR HEAVIER) COPPER TUBING OR NOM I IN DIA (OR SMALLER) FLEXIBLE STEEL CONDUIT. WHEN COPPER PIPE IS USED, MAX F RATING OF FIRESTOP SYSTEM (ITEM 3) 15 214R. STEEL PIPES OR CONDUITS LARGER THAN NOM 4 IN. DIAM MAY ONLY BE USED IN WALLS CONSTRUCTED USING STEEL CHANNEL STUDS. A MAX OF ONE PIPE OR CONDUIT 15 PERMITTED IN THE FIRESTOP SYSTEM. PIPE OR CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. 3. FILL, VOID OR CAVITY MATERIAL * - CAULK -CAULK FILL MATERIAL INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN 1/4 IN. DIAM BEAD OF CAULK APPLIED TO PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FROM THE WALL. CAULK INSTALLED SYM- METRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F RATING OF THE FIRESTOP SYSTEM 15 DEPENDENT UPON NE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM 15 DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF WE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW: T RATING, HIz 0 +, 1 OR 2 3 OR 4 0 0 0 0 + WHEN COPPER PIPE IS USED, T RATING 15 OHR. # 0 TO 1 -1/2 IN. ANNULAR SPACE APPLIES ONLY WHEN TYPE CP -25 WS+ CAULK 15 USED AND ONLY WHEN THE MIN THICKNESS OF THE GYPSUM WALL BOARD IS 5/8 IN. FOR 1HR RATED WALLS AND 1 -1/4 IN. FOR 21-IR RATED WALLS. WHERE DEFLECTION HEAD AT RATED PARTITIONS IS REQD REFER TO STRUCTURAL PROVIDE BRIDGING AS REQD (REFER TO K/Al2.1) • ; d • • • • • :As. i = WALL TYPE AS SHOWN ON LEGEND PROVIDE FIRE SAFING 4 FIRE CAULKING AS REQD DESIGN NO. U465 NONBEARING WALL RATING - 1NR. B.O. (E1 CEILING STRUCTURE OR _00_ B.O. ROOF DECK SECURE METAL RUNNER TO BOT. OF STRUCTURE PER LANDLORD STANDARDS, USE MIN. OF (2) 5/8" TYPE 5 -12 SCREWS @ 2' -0" O.C. LINE OF CLG REFER TO CLG PLANS (2) LAYERS OF 5/8" GYP. BD. TYPE 'X' OVER MTL STUDS (SEE DETAIL N/Al2.1 FOR REQUIRED STUD SIZES) PROVIDE GYP.BD BOTH SIDES AS REQD CONT MTL TRACK SEE STRUCTURAL DRAWINGS FOR DETAILS CAULK AT WALL PERIMETER ON BOTH SIDES NOTE: U.L. DESIGN U411 I 0 I. FLOOR AND CEILING RUNNERS -(NOT SHOWN) - CHANNEL SHAPED RUNNERS, 3 5/8 IN. WIDE (MIN), 1 -1/4 IN. LEGS, FORMED FROM NO. 25 MSG (MIN) GALV STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 IN. O.C. MAX. IA. AS AN ALTERNATE TO ITEM 1 CEILING RUNNER * - 25 MSG MIN GALV STEEL W IDTH TO ACCOMODATE STUD, WITH 3 OR 4 IN. LEGS OFFSET AT MIDPOINT 5/8 IN. TO ACCOMODATE WALL CLADDING THICKNESS. ATTACHED TO CEILING WITH FASTENERS SPACES 24 IN. O.C. THE WALL CLADDING SHALL OVERLAP WALLBOARD 1 -1/4" IN. MIN. FIRE TRACK CORP. 2. STEEL STUDS- CHANNEL SHAPED, 3 -5/8 IN. WIDE (MIN), 1 -1/4 IN. LEGS, 3/8 IN. FOLDED BACK RETURNS, FORMED FROM NO. 25 MSG (MIN) GALV STEEL SPACED 24 IN. OC MAX. 3. BATTS AND BLANKETS * - (OPTIONAL)- MINERAL WOOD OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. SEE BATTS AND BLANKETS (BZJZ) CATEGORY FOR THE NAMES OF CLASSIFIED COMPANIES. 4. WALLBOARD, GYPSUM * -5/8 IN. THICK, 4 FT. WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE 2 SELF- TAPPING STEEL SCREWS SPACED 8 IN. OC ALONG EDGES OF BOARD AND 12 IN. OC IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. WHEN ATTACHED TO ITEM 6 (FURRING CHANNELS), WALLBOARD IS SCREW ATTACHED TO FURRING CHANNELS WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 12 IN. OC. BOREAL GYPSUM INC. - TYPE BG -C. CANADIAN GYPSUM CO, LTD - TYPES C, SCX, SI-IX, WRX. CONTINENTAL GYPSUM COMPANY - TYPE CG -C. DOMTAR GYPSUM INC. - TYPE 5 OR C. EAGLE- GYPSUM PRODUCTS - TYPE EG -C. GEORGIA- PACIFIC CORP., GYPSUM DIV. - TYPE GPFS -6 OR GPFS -C. NATIONAL GYPSUM CO., CHARLOTTE, NC - TYPE FSK -G, FSW -G. NATIONAL GYPSUM CO., RIYADH, SAUDI ARABIA - TYPE FR OR WR. PABCO GYPSUM CO. - TYPE PG-C. REPUBLIC GYPSUM CO., - TYPE RG -C. STANDARD GYPSUM CORP., - TYPE SG -C. TEMPLE - INLAND FOREST PRODUCTS CORP. - TYPE TP-5. UNITED STATES GYPSUM CO. - TYPE AR, C, 1P SCX, SPX, WRC, OR WRX. WESTROC INDUSTRIES LTD. - TYPE WESTROC FIREBOARD. 4A. WALLBOARD, GYPSUM* - (AS AN ALTERNATE TO ITEM 4) -NOM 3/4 IN. THICK, 4 FT. WIDE, INSTALLED AS DESCRIBED IN ITEM 4 WITH SCREW LENGTH INCREASED TO 1 -1/4 IN. UNITED STATES GYPSUM CO. - TYPE AR. 4B. WALLBOARD, GYPSUM * -(AS AN ALTERNATE TO ITEMS 4 AND 4A) -5/8 IN. THICK INSTALLED AS DESCRIBED IN ITEM 4. JOINT COVERING (ITEM 5) NOT REQUIRED. UNITED STATES GYPSUM CO. - TYPE WSX. 5. JOINT TAPE AND COMPOUND- VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 IN. WIDE, WMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN ALTERNATE, NOMINAL 3/32 IN. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. 6. FURRING CHANNEL - (OPTIONAL -NOT SHOWN)- RESILIENT 25 MSG GALV STEEL FURRING CHANNELS SPACED VERTICALLY MAX 24 IN. OC, FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD WITH 1/2 IN. LONG TYPE 5 -12 PAN -HEAD STEEL SCREWS. *BEARING THE UL CLASSIFICATION MARKING. NOTES: 2. F /Al2.1 BLOCKING FOR UPPER WALL HUNG CABINETS (UP TO 2 SHELVES) BASE CABINETS, FULL HEIGHT CABINETS, 1- IANDRAILS, GUARDRAILS, GRAB BARS, WALL HUNG EQUIPMENT, ETC. MAXIMUM WEIGHT - 250 1-85. /FT. 3. SEE TYPICAL WALL FRAMING FOR GAUGE OF STUDS, VERIFY LENGTH, HEIGHT, LOCATION OF BLOCKING PLATE AND NUMBER. 4. USE #12 SELF TAPPING SHEET METAL SCREWS WHEN ATTACHING ITEMS TO BLOCKING PLATE. 5. WALL STUD FLANGES ARE CONTINUOUS AT BACKING STUD OR PLATE PLATE. NOTES: G /Al2.1 BLOCKING FOR MISC. ITEMS, IE. SURFACE MTD. MIRRORS, WASTE RECEPTACLES, TOWEL DISPENSERS, ETC. MAXIMUM WEIGHT - 60 LBS. I. G /Al2.1 BLOCKING FOR MISC. ITEMS, IE. SURFACE MID. MIRRORS, WASTE RECEPTACLES, TOWEL DISPENSERS, ETC. MAXIMUM WEIGHT - 60 LBS. 2. F /Al2.1 BLOCKING FOR UPPER WALL HUNG CABINETS (UP TO 2 SHELVES) BASE CABINETS, FULL HEIGHT CABINETS, HANDRAILS, GUARDRAILS, GRAB BARS, WALL HUNG EQUIPMENT, ETC. MAXIMUM WEIGHT - 250 LBS. /FT. 3. SEE TYPICAL WALL FRAMING FOR GAUGE OF STUDS, VERIFY LENGTH, HEIGHT, LOCATION OF BLOCKING PLATE AND NUMBER. 4. USE #12 SELF TAPPING SHEET METAL SCREWS WHEN ATTACHING ITEMS TO BLOCKING PLATE. 5. WALL STUD FLANGES ARE CONTINUOUS AT BACKING STUD OR PLATE PLATE. BACKING - HEAVY DUTY WALL TYPE AS SHOWN ON LEGEND 0G 5.0. (E) STRUCTURE CANT. METAL TRACK N.T.S. 3 5/8" METAL STUDS AT 4' -0' D.G. MAX. ANCHOR AND BRACE TO STRUCTURE ABOVE NOT TO DECK. SUSPENDED 5/8' G.W.B. CEILING BLE STUD @ SIDES OF OPENINGS 20 GA MIL STUDS TYP., U.O.N. 6" X 18 GA BACKING PLATE ATTACHED TO STUDS W/ (3) #12 -14 F.H.5.D.S. DOUBLE STUD @ SIDES OF OPENINGS NOTCH AT VERTICAL STUDS, TYP. 6" X 18 GA BACKING STUD ATTACHED TO STUDS W/ (3) #12 -14 F.H.S.D.S. 20 GA MTL STUDS TYP., U.O.N. 5/8' TYPE "X' G.W.5. OVER 3 5/8' METAL STUDS AT 16 O.C. CANT, TRACK ANCHORED TO SLAB @ 24" O.G. MAX AND 12" FROM EACH END. F FOR REFERENCE ONLY - SEE STRUCTURAL DRAWINGS FOR FRAMING DETAILS I = WALL TYPE AS SHOWN ON LEGEND LAV. /OFFICE DECK (AT NON- SALES) FINISH CEILING. (WHERE OCCURS) I NON-TENANT I A.C.T CEILING (WHERE OCCURS) I NON -SALES I M Al2.1 (FOR RESTROOM WALLS ADJACENT TO PUBLIC AREAS ONLY) 3 1/2' FRICTION BATT INSULATION FOR SOUND ATTENUATION. STC OF 42 OR BETTER. RUN INSULATION FROM FLOOR SLAB TO TOP OF PLATFORM BEYOND WALL TYPE AS SHOWN ON LEGEND 1 HOUR FIRE -RATED WALL TYPE AS SHOWN ON LEGEND WALL TYPE AS SHOWN ON LEGEND 3/4" F_R_T_ PLYWOOD DECKING FASTENED TO JOISTS BELOW 5/8' TYPE "X' GYP. BD. FASTENED TO JOISTS BELOW 5 -0" A.F.F. T.O. STORAGE DECK -÷ 7' -4" A.F.F. 5.0. CEILING SEE STRUCTURAL DRAWINGS FOR FRAMING INFORMATION - LOAD LIMIT 125 PSF - SEE STRUCTURAL CALCS AS INCLUDED IN DEFERRED SUBMITTAL LETTER 5/8" TYPE 'X" GYP. BD_ 3 5/8" METAL STUDS TO ALIGN UNDER JOISTS ABOVE EACH DOOR - SEE STRUCTURAL DRAWINGS (FOR RESTROOM WALL-5 ADJACENT TO PUBLIC AREAS ONLY) 3 1/2" FRICTION BATT INSULATION FOR SOUND ATTENUATION. STC OF 42 OR BETTER. RUN INSULATION FROM FLOOR SLAB TO TOP OF PLATFORM BEYOND CONT. TRACK ANCHORED TO SLAB @ 24' O.C. MAX AND 12' FROM EACH END. 5.0. (E) STRUCTURE 5/8' TYPE "X" GYP. BD. (E) WALL PARTITION B.O. (E) STRUCTURE I TENANT I 5.0. (E) STRUCTURE* CONT. METAL TRACK 1 " =1' -0" 05SAl21DOSECT 7/8' METAL FURRING CHANNELS @ 16" D.G. (RUN HORIZONTALLY) CODE COMPLIANCE APPROVED City Of ukv b iAN 7 l503 SECURE TRACK TO SOT. OF DECK PER MALL STANDARDS SUSPENDED 5/8' G.W.B. CEILING 5/8' GYP. BD. TYPE 'X' OVER 6' (OR 3 5/8 ") METAL STUDS AT 16' O.C. SEAL TIGHT TO BOT. OF DECK TO MEET A ONE HOUR RATING PER U.L. DESIGN #465 CONT. TRACK ANCHORED TO SLAB @ 24" O.C. MAX AND 12' FROM EACH END. 1" - 1' -0" 05DAl21BOSECT 3 5/8" METAL STUDS AT 4' -O' O.C. MAX. ANCHOR AND BRACE TO STRUCTURE ABOVE NOT TO DECK. SUSPENDED 5/8' G.W.B. CEILING 5/8' TYPE "X" GYP SD. OVER 3 5/8" METAL STUDS 16" D.G. I SALES SIDE I CONT. TRACK ANCHORED TO SLAB @ 24" 0.C. MAX AND 12" FROM EACH END. SHREMSHOCK ARCHITECTS, INC. 6130 S. $U = OAD WESTERY m ' 3081 614 -545 . 0) Tar 1 0 Lin 0 z D 0 tx Z REGIST RC T 4 GERALD S. SHREMSHOCK STATE OE WASHINGTON 6923 ■111•■■• E21"9 w 0 • C I W W A ci - 1=g Q h � - 3 ~a �L7: � ~ W w 1... - 1nw W S r!I W Of•1 OAS < za a = 2 0 0 a x o r v a= c�w y C7 C i? -1 J a= a = w I w o = tZ LA! LA! O_ - D ' 4 0 O N d w V� b _ � k. O wU U Q. W W W ~� 0. �+W �� - 0.=G0 • W Q 111 e l l O 2 E OQ 0 [ w1-x v �� j J w 2 ° [�7 = y d j dw o w w z , r r _Ls! C C-0 0 = z 0z ce �!!. - O W I rd Q 1 cc © W 1-- z L61 I- o w Z 0 cri et f5i ce REVISIONS: REQUIRED BY: • INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: • A • • CO Co CO a7 • RF('.PIVFP'1 CITY OF TUK'NIL LL.L.: 1 /'IU/ PARTITION DETAILS DRAWING NUMBER: < Y"x Ptrovii I CENTER n n 10 N 0 - c z a) °- � 10 0 0 0 DATE 12/14/2007 ML CAB RHW INDEPENDENT UNISTRUT P1001 MAX. SPAN 12' -0" UNISTRUT BEAM CLAMP P2867A OR P2868A FOR DOUBLE CONNECTION TO SAME SUPPORT EXISTING STRUCTURAL JOIST OR BEAM DOUBLE NUT W/ LOCK WASHER (3) POINT CONNECTION W/ AIRCRAFT CABLE @ 3/32"4 (MIN) SECURE TO BEAM OR JOISTS ABOVE W/ CADDY B.C. (BEAM CLAMP 100# CAP) BY ERICO OR FLANGE CLAMP 4458 TYP 3/8" JAM NUT AND WASI -IERS J -BOX WHERE OCCURS SUSPENDED CEILING ASSEMBLY SEE RCP 4 Al2.3 3/8" JAM NUT - 3/8" COUPLING 3/8' JAM NUT CANOPY COVER 3/8" THREADED ROD RETAINER NUT ELECTRICAL POWER CORD 3/8' EYEBOLT CHAIN CONNECTOR AND CHAIN /// I" CLEAR TYP 45' TYP PENDANT FIXTURE ATTACHMENT 3" = 1' -O" 05SAl23MOSECT INDEPENDENT UNISTRUT P1001 MAX SPAN 12' -0" UNISTRUT BEAM CLAMP P2867A OR P2868A FOR DOUBLE CONNECTION TO SAME SUPPORT EXISTING STRUCTURAL JOIST OR BEAM DOUBLE NUT W/ LOCK WASHER 3 -5/8" 20GA METAL WIDE FLANGE STUD SPANNING CEILING FRAMING - SECURE EACH END W/ (2) #IO TEK SYSTEM, @ SUSPENDED FIXTURE LOCATION ONLY SUSPENDED CEILING ASSEMBLY SEE RCP * Ai2.3 1/4" THREADED ROD VERIFY CONNECTION SUSPENDED FIXTURE 20 -60 LBS PROVIDE OVERSIZED TRIM RING TO ALLOW I" OVERALL TRAVEL IN ALL DIRECTIONS COLOR TO MATCH ADJACENT SURFACE • ry CLEAR TYP SUSPENDED FIXTURE ATTACHMENT 3" = 1' -0" 05SAl23LOSECT M L STRUT SIZING CHART SIZE 0.5" DIA X 22GA 0,75" DIA X 22GA i DIA X 20GA 1.25" DIA X 20GA 1.5" DIA X 20GA 2" DIA X 20GA 2.5" DIA X 18GA 3" DIA X 18GA 3.5" DIA X 16GA MAX HT 31 4 51 71.011 BI - 1 1 II' -6" 14 1, -6 R 17' -3" 23'--3" NOTES HIGH SEISMIC 1. ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING 2. INSTALL CLG GRID USING #12 GA WIRE HANGERS @ 4 FT MAX O.C. 4 8" MAX FROM PERIMETER WALL 3. HEAVY DUTY GRID SYSTEM REQUIRED. 4. CEILING AREA > 1000 SQ FT TO I-4AVE HORIZONTAL RESTRAINT WIRE AND RIGID BRACING, SEE DETAIL A/Al2.3 5. CEILING AREA > 2500 SQ FT TO 1-IAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITION. 6. CEILING WITHOUT RIGID BRACING MUST NAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. 7. CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. 8. CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. GI. SUSPENDED CEILINGS WILL BE SUBJECT TO SPECIAL INSPECTION. 10. LIGHT FIXTURES (ALL TYPES) TO BE MECHANICALLY ATTACHED TO GRID PER NEC 410 -16 (TWO 12 GA WIRES PER FIXTURE UNLESS INDEPENDENTLY SUPPORTED) 11. AIR TERMINALS: < 20 LBS - POSITIVELY ATTACHED TO GRID 20 TO 56 LBS - POSITIVELY ATTACHED TO GRID AND TWO 12 GA WIRES TO STRUCTURE (MAY BE SLACK) > 56 LBS SUPPORTED DIRECTLY TO STRUCTURE BY APPROVED HANGERS ACT CEILING SUSPENSION SYSTEM PERIMETER SUSPENSION POINT COMPRESSION STRUT WHERE OCCURS 12' -0" O.C. NOT FARTHER THAN 6' -0' FROM WALLS FI ELD SUSPENSION POINT HEAVY DUTY MAIN RUNNER * CROSS TEE CEILING STRUCTURE HANGER WIRE HEAVY DUTY SUSPENDED CEILING ASSEMBLY FINISH FLOOR x 12 GA HANGER WIRE 0 LATERAL BRACING — — STABILIZER BAR • GRID PERIMETER RIVETED 4 -- MAX 3 . x 8" MAX -x •x x x RCP - -x-- x---x -4 -X--x--- x .. ELEVATION UNATTACHED WALL 12'_O" x S1 ATTACI -IED WALL 48" x 6' MAX Al2.3 --X 8" MAX fi E ACT CEILING LAYOUT SEISMIC HIGH ENDED GRID SYSTEM TO DETAIL A/AI2.3 FOR ACT AILS ING TILES REF CEILING ACOUSTICAL C 5/8" GYP BD CEILING ACT CEILING SUSPENDED GRID SYSTEM REFER TO DETAIL E/Al2.3 FOR GYP.BD CEILING DETAILS VARI ES mil■imar 6 ummimmo VARIES ILING EXPANSION JOINTS NOTE: SEE SPECIFICATIONS SECTION 079513 FOR EXPANSION JOINT MODEL 05SAl23NOSECT 0 DOUBLE UNISTRUTS TTING P1728 W/ D BOLTS IAGONAL ON EXISTING STRUCTURAL JOIST OR BEAM UNISTRUT BEAM OR P2868A FOR CONNECTION T SECURE TUBING USING UNISTRUT (2) 1/4" DIA. NUT (2)UNISTRUT CHANNEL P1000 BRACES - ONE IN EACH DIRE LOCATED AT MID -POINT OF SPA SECURE TO STRUCTURE ABOVE UNISTRUT TELESTRUT TUBING P9200 (MAXI MU SPAN OF 12' - IF SPAN WILL EXCEED 12', THEN CONTACT OWNER'S P.M. FOR DIRECTION) INDEPENDA•TLY SUPPORTED AND BRACED UNISTRUT TELESTRUT TUBING P9200 SECURED TO POST BASE USING (2) 1/4 " -20 THRU BOLTS WITH DOUBLE NUTS A.F.F. (I0' -6" CEILING HIGHER) 9 11' -3" A.F.F. (CEILING LOWER THAN 10-6 ") CEILING MOUNTED OUTLET REFER TO ELECTRICAL DRAINGS SUSPENDED CEILING ASSEMBLY SEE ALSO RCP * Al2.3 REFER TO SPE PRODUCT INF INSTALLATIO ICATIONS FOR MATION, CONTACT & REQUIREMENTS. SECURE DIAGONAL BRACE TO TUBE USING UNISTRUT FITTING P7324 W/ 1/4' -20 BOLTS AND SPRING NUTS SECURE SUPPORT POLE MOUNTING BRACKET TO UNISTRUT POST SASE (P9000/P9011) USING (3) 1/4" DIA. NUT AND BOLTS. HOLES MAY NEED TO BE REDRILLED IN PLATE TO ALIGN WITH BRACKET'S HOLES. G.G. TO SUPPLY ALL ITEMS UP AND ABOVE THIS POINT ONITOR ONITOR SUPPORT AT CEILING N G.C. IN CE FOR EL ONITOR RING TO ALLOW I" DIRECTIONS CENT SURFACE TELESCOPING SUPPORT PO VIEW MONITOR (A WEIGHT = 26#) E: TO DRILL 3/4" DIA. HOLE ER OF POST BASE CTRICAL FEED 05SAl23JOSECT 8' MAX. AT PERIMETER ,/4" MIN CLEAR 12 GA VERTICAL SUPPORT WIRE @ 4' -0" O.C. WIRE MUST NOT EXCEED A 1/6 SLOPE (±10') MINIMUM OF 3 TIGHT TURNS VARIES — REFER TO RCP S B.O. (N) CEILING ACOUSTICAL CEILING TILE HEAVY DUTY SUSPENDED CEILING GRID MEMBER STABILIZER BAR 2" MIN WALL MOLDING 5/8" TYPE "X" GYP.BD CEILING OVER MTL STUD FRAMING 8" MAX. AT PERIMEi ttt 12 GA VERTICA WIRE MUST .�!� \ \\\Ur% IMUM OF 3 TIGHT TURNS VARIES REFER TO RCP B.O. (N) CEILING ACOU5TICAL CEILING TILE HEAVY DUTY SUSPENDED CEILING GRID MEMBER LL MOLDING ERS ATTACHED TO WALL MOLDING 2 LLS USING POP RIVETS OR SCREWS D CEILING NG T CLG - "ATTACHED" PERIMETER CODE COMPLIANCE APPROVED ' 200b. City Of Tutr;4; BUILDUI''uc: -- 05SAl23B2SECT ACT CLG - "UNATTACHED" PERIMETER GYPSUM BOARD CEILING N.T.S. 05DAl23H1DETL 1/8" = 1' -0" 05DAl23G1DET 3 " -1' -0" O5SAl23FOSECT 3 " = 1 -0 05SAl23EOSECT H G F VARIES - REFER TO RCP B.O. (E) STRUCTURE NOTE: FASTENING TO STRUCTURE ABOVE TO COMPLY WITH LANDLORD AND OR LOCAL BUILDING DEPARTMENT JURISDICTION MINIMUM OF 3 TIGHT TURNS 5/8" TYPE "X" GYP.BD VARIES - $REFER TO RCP B.O. (N) CEILING ft) / MECHANICALLY FASTEN PER MFR RECOMMENDATION ANGLE BRACKET OR CLIP o C t o C C C al C C C7 C q = = • C o 0 = 0 0 = q C MINIMUM OF 3 TIGHT TURNS 12 GA SUPPORT WIRE @ 4' -0' OC WITHIN 6" MAX OF END OF COLD ROLLED CARRYING CHANNEL SUSPENDED GRID SYSTEM MAIN BEAM @ 4' -O" O.C. SUSPENDED GRID SYSTEM CROSS "T" MEMBER @ 2' -0" O.C. ANGLE MOLDING E 16" O.C. MAX GES CONT 6" DP 1 BLOCKING MARK FLA CUT BLOCKING 2' LENGTH, MAX ATTACH BLOCKING TO CEILING JOISTS 14/(3) - #10 SCREWS RKETING RAIL ATTACHMENT GA E G RAIL CLIP S AT CEILING TS CEILING JOISTS WHERE OCCURS GYP .13D CEILING A TOGGLER BOLT STEM BY HILT • \ . m 3/W ANCHOR 12" D.C. MARKETING RAIL 3 " =1' -0 PACKAGE 2 6", 16 GA MTL STUD SPANNING 4' -0" MAX BETWEEN GRID SYSTEM MAIN BEAMS - . C C o 0 o = o C C T 0 0 o.q C 0 0 C© C C C C 4" CONT 3 5/8 ", 16 GA BLOCKING ABOVE SIGN, CLIP FLANGES AT CEILING JOISTS $ ATTACH BLOCKING TO CEILING JOISTS W/(2) - #I0 SCREWS EACH END SEE CLG. PLAN 3/16" TOGGLER BOLT SEE CLG PLAN J 3/16" TOGGLER BOLT MAX WEIGHT = .40 lbs PER HANG POINT NEON SIGN MOUNTING BRACKET MIN. 3 PER SIGN QUANTITY VARIES PER SIGN MAX WEIGHT = 40 lbs PER HANG POINT GRID SYSTEM MAIN BEAM A 6 ", 16 GA MTL STUD NEON SIGN MOUNTING BRACKET MIN. 3 PER SIGN QUANTITY VARIES PER SIGH (2) -#8 PAN HEAD SCREWS, TYP VI EN ►1A —An SIGN FIXTURE ATTACHMENT ACOUSTICAL CEILING TILE 05SAl23DOSECT 3" = 1' -0" 05SAl2399SECT C VARIES - REFER TO RCP B.O. (E) STRUCTURE NOTE: FASTENING TO STRUCTURE ABOVE TO COMPLY WITH LANDLORD AND CR LOCAL BUILDING DEPARTMENT JURISDICTION CONFORM TO BASIC MINIMUM REQUIREMENTS ESTABLISHED IN AS C636 CLUSTER OF (4) 12 GA SPLAY WIRES ARRANGED 90' FROM EACH OTHER WITHIN 2" OF INTERSECTION OF CROSS "T" AND MAIN RUNNER ANGLE SPLAY WIRES 45' MAX FROM PLANE OF CEILING AT 12' -0" O.C. WITHIN 6' -0" OF CEILING PERIMETER MINIMUM OF 3 TIGHT TURNS VARIES - REFER TO RCP 8.0.7N) CEILING S o 0 IIIIIII II IIIII[1IlII IIIIf 2" MAX 0 Z4 0 0 0 MECHANICALLY FASTEN PER MFR RECOMMENDATION ANGLE BRACKET OR CLIP MINIMUM OF 3 TIGHT TURNS 12 GA VERTICAL SUPPORT WIRE @ 4' -0' O.G. AND WITHIN 8" OF ENDS OF ALL GRI SYSTEM MEMBERS RIGID STRUT @ 12' -0" O.C. WITHIN 6' -0" OF PERIMETER HEAVY DUTY SUSPENDED GRID SYSTEM MAIN RUNNER @ 2' -0" O.C. ACOUSTICAL CEILING PANEL HEAVY DUTY SUSPENDED GRID SYSTEM CR055 "T' MEMBER @ 4' -0" O.C. 3 " =1' -0" 05SAl23A2SECT A SHREMSHOCK ARCHITECTS, INC. 6130 S. S .I ' ROAD WESTERVJ ` M, 'goal 614-545-445W .f fn W ° 6 W 0 I- - N V / t } wo � ij ti U ir W w � Nf0./1 Q ° 4 =4 a 'd' a — o m za � r w s ~ (n 4 ▪ ° , O a W W F ao z y m [7� C9 _� c - - r z Q W a s � o= Lv � � � m N O W a y Q a Np 0 = 1 s - � =ca o v ?z I -.z� ° m W W W ° z In • - �nczy O S y y O.S U0- ° W 5.0 U arUdCC w U • REGI ED A IT CT GER S. SHREMSHOCK STA E OF WASHINGTON 69 3 REQUIRED BY: O U N W N p a Z ° L Q L. N In m r S C J 11 r o3� C E W = G r QL = Lai = Inn Lii w = C C W = C C a M LL H a CLG o I (n C "_ -a r. 1-.° Q CC vsE N°& E,,, o CD - W Q x 2 0. UGC CR N Q N - w 4 VU W aN9?J In y ▪ a ¢ ° =Qs C U [C 1 ti i �Wr N W = ° W °-d = 1- 07 Qtr ly e ° • [e C C a w fi11: °_ °Spa 44 1 .-- F - P, C V C N C- U W 2: Yp_H W T i x W=O.. � aQ�n * INDICATES NO REVISION TO THIS SHEET 1 e ' 71 co REVISIONS: Q � �oQA_ Q s W a s O W 1- 1:::::g �/'� F- IV.1OC]C9 2 a z � 4Ell L n �ooW o_ ,- N O d U CjCO ° & 1- rJ Ca ° = U U 2 y � W W :::. ° W d W 2 F • 0.C74 a C W 0 CC U O C c0 ; C L._ E ° C L 0. 2 o . o I • a - d � 1'i w 1 C fn 1=- U U = i cu ! N • � V W O a = W C CC C l l r W C " ° =1 C o C9 ° 1- 1 U ° H H X W = U � CC = > W ` � } era U � 1 U - ' U1 - C ^ = w f I n ? Z w �O w O o ix w o- w o W �--- zrn W z° N C C F,. O 0 1 [O ww I— a c 4 re) z oc a- Mw o_ fn CD fn RECEIVED ('..11V CIF TIJ'K'A/►1 F ;IL21707 P�1ilyll I QE!dTE T DATE ISSUED: 12/1 4/2007 DESIGNED BY: ML DRAWN BY: CAB CHECKED BY: RHW CEILING DETAILS DRAWING NUMBER: DATE NOT USED NOT USED NOT USED 5/8" TYPE "X" GYP. BD. EACH SIDE (2) 3 5/8" METAL STUDS - FASTEN TOGETHER - SECURE TO FLOOR SLAB AND HEADER METAL DOOR AND FRAME - SEE DOOR SCHEDULE SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED ANC1-1OR5 PER MANUF. PKF FRAME MUST BE SET TO FIT TIGHT TO TOP OF FINISHED FLOOR - ALLOW NO OPEN GAPS NOT USED NOT USED HOLLOW METAL DOOR AND FRAME - SEE 'DOOR SCHEDULE' SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED FRAME FASTENER 1/2" MIN AT FIRE RATED PARTITION DOOR JAMB /HEAD DETAIL (2) 3 6/8" X 20 GA. METAL STUDS. FASTEN TOGETHER, SECURE TO FLOOR SLAB * HEADER. 5/8" GYP. D. OVER 3 5/8" METAL STUD FRAMING. PROVIDE TYPE "X" AT RATED PARTITION. PROVIDE RUNNER TRACK AT HEAD NOTE: 5/8" GYP. BD. G.C. TO INSTALL 3/4" FRT PLYWOOD I: STAINLESS STEEL 22 GA, 12 MESH WIRE SECURITY SCREENING BY SCREEN TECHNOLOGY GROUP, INC. (WOVENWIRE.COM) WITHIN 2' -0" OF THE HANDLE SIDE OF SERVICE DOOR ON STORE SIDE ONLY. FRAME MUST BE SET TO FIT TIGHT TO TOP OF FINISHED FLOOR - ALLOW NO OPEN GAPS. 05DAl24HODETL 4 7/8" 3 5/8 METAL STUDS - TOGETWER - SECURE SLAB AND HEADER ND FRAME - ULE METAL SEE DOOR SC SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED ANCHORS PER M BASE BELOW E MUST BE SET TO FIT TIGHT TOP OF FINISHED FLOOR - ALLOW NO OPEN GAPS P MTL DR HEAD /JAMB 2HR 3" 1' -0" - 05DAl24DODETL G.C. TO APPLY MATTE FINISH CLEAR COAT SPRAY TO FITTING ROOM DOOR HEAD FOLLOWING THE STEPS BELOW: ASK OFF AREA AROUND HEADER OF DOOR FRAME G ONLY BOTTOM OF SURFACE EXPOSED. WITH MEDIUM STEEL WOOL. ST -OLEUM "AMERICAN ACCENTS" MATTE NOTE: -G.C. TO FILL ALL FILLER TO MATC - FITTING ROO HOLES WITH NON - SHRINKING IM FINISH R, FRAME, * TRIM ARE PREFINISWED AME, HEADER CASINGS NOTE: - FITTING ROOM DOOR, DOOR STOP, ARE TO BE ASSEMBLED BY G.G. - SHIPPED LOOSE TO BE CUT TO FIT BY G. DISPLA REA E TREATED BLOCKING 16" O.C. MAX. 2X WOOD JAMB EA. SIDE, PAINT TO MATCH ADJACENT WALL FINISH 5/16 ■ FIRE TREATED BLOCKING, TYP. 1/2 .D.F.; FINISH TO MATCH TI 4I BASE BELOW T WALL FINISH 2. 8U 3. APPLY CLEAR TOP '•.. T 4. IAIAIT 5 MINU 5. REMOVE MASK! 5/8" TYPE 'X' GYP. BD. 0 METAL STUD FRAMING, TYP. METAL STUD FRAMING AT DOOR HEAD CASING PRE- FINISHED ALL SIDES, SNAP TO FRAME CONTINUOUS WOOD HEA ' ' IM W/ SHIMS BEHIND LOOSE TRIM, SNAP TO FRAME I FITTING ROOD ALCOVE R OPENING GH OPENING NOTE: -G.C. TO FILL ALL N HOLES WITH NON - SHRINKING FILLER TO MATCH IM FINISH - FITTING ROO OOR, FRAME, $ TRIM ARE PREFINISWED SHIM AS REQUIRED HEADER ING5 SHREMSHOCK ARCHITECTS, INC. 6130 S. S # GOAD WESTERN -ll_1 cal 614 -545 G :.= D .SHREMSHOCK STATE OF WASHINGTON ,r5,W, Vnkvv5,,M a W T } ° Vf }� F o al N y 1 O W = V } L� U O U d W d 0 U, W N = Q i 2 U O ° `G N Z 3° L.,1 t r 6 F � 0 m x � W t i tL aui W C V) =L] W 0 : v w .--z a ~'' — C7.7 H S O w p p r. j . - I -x In 00 2 4 : F a a mp i W W w w ° W Z 6 0 a ■ U 4 a W 0 C-7 REQUIRED BY: * INDICATES NO REVISION TO IRIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: iesav REVISIONS: � DRAWING NUMBER: =p Li p In W o a W' V) yN Pk MII CEITER RECFIVFI) CITY OF TUKWII. h1=1; L I tiU! DOOR & JAMB DETAILS n O I- Z w -, w 1=0 O < ck o- Y w w < � w • zrn 0 a 0 DATE 12/14/2007 ML CAB RHW PK I 5 FOR TRIM PROFILE, SEE DETAIL A/Al2.7 AND A/A13.4 LINE OF TRIM ABOVE WAINSCOT PROVIDED BY OWNER, INSTALLED BY G.G. I PK LINE OF SASE BELOW PKF 3 1 MISC. TRIM, C.T.F. ABOVE 3 SHIM AS REQ'D PROVIDE SEALANT AND BACKER ROD WOOD HEAD, PAINT TO MATCH ADJACENT WALL FINISH I /2" M.D.F.; FINISH TO MATCH ADJACENT WALL FINISH I SALES AREA NOTE: JAMB BEVEL = 7.25 DEG. R BEVEL = 9.44 DEG. 2X FRAMING EA. SIDE (2) 3 5/8" METAL STUDS - FASTEN TOGETHER, SECURE TO FLOOR SLAB AND HEADER cO Ir 5/8" TYPE "X" — GYP. BD. SHIM AS REQ'D EA. SIDE ADD BACKER ROD AN SEALANT • , TYP. 14, 1 i I ,I METAL STUD FRAMING AT DOOR HEAD FIRE TREATED 2X WOOD TRIM NOTE: MAKE DOOR FLUSH W/ ADJACENT WALLS ON SIDE 1X I FITTING ROOM GS PRE - PRIMED ES i WA SALES AREA OR DISPLAY AR I NON-PUBLIC AREA 1/2' 1/2" WOOD 5 2X WOOD JAMB EA. SIDE, PAINT TO MATCH ADJACENT WALL FINISH 6 EA. INVISIBLE HINGES - 218- 626 -5055 2 MORTISE DEADLOCK 5L7MD5 -626 -BEST FINISH TO MATCH ADJACENT WALL FINISH 4 5/8" TYPE 'X' GYP. SD. BELOW 5/8" TYPE "X" GYP. BD. EACH SIDE (2) 3 5/8" METAL STUDS - FASTEN TOGETHER - SECURE TO FLOOR SLAB AND HEADER METAL DOOR AND FRAME - SEE DOOR SCHEDULE SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED ANCHORS PER MANUF. FRAME MUST BE SET TO FIT TIGHT TO TOP OF FINISHED FLOOR -- ALLOW NO OPEN GAPS 2 1/4" C oDe COMP `1 . " b.0 TI 4 BASE BELOW 5/8' BD. F NOTE: - FITTING ROOM DOOR, DOOR STOP, ARE TO BE ASSEMBLED BY G.C. - DOOR SHIPPED LOOSE TO BE CUT TO FIT BY G.G. OW VAN'Aa NOT USED NOT USED K L f 0-SIDED BLIND DOOR HEAD - F TING ROOM DOOR HEAD -- TYPICAL DOOR JAMB /HEAD SIM. __ ii 05DAl24GODETL 05DAl24CODETL NOT USED NOT USED NOT USED 5/8" TYPE "X" GYP. BD. EACH SIDE (2) 3 5/8" METAL STUDS - FASTEN TOGETHER - SECURE TO FLOOR SLAB AND HEADER METAL DOOR AND FRAME - SEE DOOR SCHEDULE SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED ANC1-1OR5 PER MANUF. PKF FRAME MUST BE SET TO FIT TIGHT TO TOP OF FINISHED FLOOR - ALLOW NO OPEN GAPS NOT USED NOT USED HOLLOW METAL DOOR AND FRAME - SEE 'DOOR SCHEDULE' SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED FRAME FASTENER 1/2" MIN AT FIRE RATED PARTITION DOOR JAMB /HEAD DETAIL (2) 3 6/8" X 20 GA. METAL STUDS. FASTEN TOGETHER, SECURE TO FLOOR SLAB * HEADER. 5/8" GYP. D. OVER 3 5/8" METAL STUD FRAMING. PROVIDE TYPE "X" AT RATED PARTITION. PROVIDE RUNNER TRACK AT HEAD NOTE: 5/8" GYP. BD. G.C. TO INSTALL 3/4" FRT PLYWOOD I: STAINLESS STEEL 22 GA, 12 MESH WIRE SECURITY SCREENING BY SCREEN TECHNOLOGY GROUP, INC. (WOVENWIRE.COM) WITHIN 2' -0" OF THE HANDLE SIDE OF SERVICE DOOR ON STORE SIDE ONLY. FRAME MUST BE SET TO FIT TIGHT TO TOP OF FINISHED FLOOR - ALLOW NO OPEN GAPS. 05DAl24HODETL 4 7/8" 3 5/8 METAL STUDS - TOGETWER - SECURE SLAB AND HEADER ND FRAME - ULE METAL SEE DOOR SC SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED ANCHORS PER M BASE BELOW E MUST BE SET TO FIT TIGHT TOP OF FINISHED FLOOR - ALLOW NO OPEN GAPS P MTL DR HEAD /JAMB 2HR 3" 1' -0" - 05DAl24DODETL G.C. TO APPLY MATTE FINISH CLEAR COAT SPRAY TO FITTING ROOM DOOR HEAD FOLLOWING THE STEPS BELOW: ASK OFF AREA AROUND HEADER OF DOOR FRAME G ONLY BOTTOM OF SURFACE EXPOSED. WITH MEDIUM STEEL WOOL. ST -OLEUM "AMERICAN ACCENTS" MATTE NOTE: -G.C. TO FILL ALL FILLER TO MATC - FITTING ROO HOLES WITH NON - SHRINKING IM FINISH R, FRAME, * TRIM ARE PREFINISWED AME, HEADER CASINGS NOTE: - FITTING ROOM DOOR, DOOR STOP, ARE TO BE ASSEMBLED BY G.G. - SHIPPED LOOSE TO BE CUT TO FIT BY G. DISPLA REA E TREATED BLOCKING 16" O.C. MAX. 2X WOOD JAMB EA. SIDE, PAINT TO MATCH ADJACENT WALL FINISH 5/16 ■ FIRE TREATED BLOCKING, TYP. 1/2 .D.F.; FINISH TO MATCH TI 4I BASE BELOW T WALL FINISH 2. 8U 3. APPLY CLEAR TOP '•.. T 4. IAIAIT 5 MINU 5. REMOVE MASK! 5/8" TYPE 'X' GYP. BD. 0 METAL STUD FRAMING, TYP. METAL STUD FRAMING AT DOOR HEAD CASING PRE- FINISHED ALL SIDES, SNAP TO FRAME CONTINUOUS WOOD HEA ' ' IM W/ SHIMS BEHIND LOOSE TRIM, SNAP TO FRAME I FITTING ROOD ALCOVE R OPENING GH OPENING NOTE: -G.C. TO FILL ALL N HOLES WITH NON - SHRINKING FILLER TO MATCH IM FINISH - FITTING ROO OOR, FRAME, $ TRIM ARE PREFINISWED SHIM AS REQUIRED HEADER ING5 SHREMSHOCK ARCHITECTS, INC. 6130 S. S # GOAD WESTERN -ll_1 cal 614 -545 G :.= D .SHREMSHOCK STATE OF WASHINGTON ,r5,W, Vnkvv5,,M a W T } ° Vf }� F o al N y 1 O W = V } L� U O U d W d 0 U, W N = Q i 2 U O ° `G N Z 3° L.,1 t r 6 F � 0 m x � W t i tL aui W C V) =L] W 0 : v w .--z a ~'' — C7.7 H S O w p p r. j . - I -x In 00 2 4 : F a a mp i W W w w ° W Z 6 0 a ■ U 4 a W 0 C-7 REQUIRED BY: * INDICATES NO REVISION TO IRIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: iesav REVISIONS: � DRAWING NUMBER: =p Li p In W o a W' V) yN Pk MII CEITER RECFIVFI) CITY OF TUKWII. h1=1; L I tiU! DOOR & JAMB DETAILS n O I- Z w -, w 1=0 O < ck o- Y w w < � w • zrn 0 a 0 DATE 12/14/2007 ML CAB RHW PK I 5 FOR TRIM PROFILE, SEE DETAIL A/Al2.7 AND A/A13.4 LINE OF TRIM ABOVE WAINSCOT PROVIDED BY OWNER, INSTALLED BY G.G. I PK LINE OF SASE BELOW PKF 3 1 MISC. TRIM, C.T.F. ABOVE 3 SHIM AS REQ'D PROVIDE SEALANT AND BACKER ROD WOOD HEAD, PAINT TO MATCH ADJACENT WALL FINISH I /2" M.D.F.; FINISH TO MATCH ADJACENT WALL FINISH I SALES AREA NOTE: JAMB BEVEL = 7.25 DEG. R BEVEL = 9.44 DEG. 2X FRAMING EA. SIDE (2) 3 5/8" METAL STUDS - FASTEN TOGETHER, SECURE TO FLOOR SLAB AND HEADER cO Ir 5/8" TYPE "X" — GYP. BD. SHIM AS REQ'D EA. SIDE ADD BACKER ROD AN SEALANT • , TYP. 14, 1 i I ,I METAL STUD FRAMING AT DOOR HEAD FIRE TREATED 2X WOOD TRIM NOTE: MAKE DOOR FLUSH W/ ADJACENT WALLS ON SIDE 1X I FITTING ROOM GS PRE - PRIMED ES i WA SALES AREA OR DISPLAY AR I NON-PUBLIC AREA 1/2' 1/2" WOOD 5 2X WOOD JAMB EA. SIDE, PAINT TO MATCH ADJACENT WALL FINISH 6 EA. INVISIBLE HINGES - 218- 626 -5055 2 MORTISE DEADLOCK 5L7MD5 -626 -BEST FINISH TO MATCH ADJACENT WALL FINISH 4 5/8" TYPE 'X' GYP. SD. BELOW 5/8" TYPE "X" GYP. BD. EACH SIDE (2) 3 5/8" METAL STUDS - FASTEN TOGETHER - SECURE TO FLOOR SLAB AND HEADER METAL DOOR AND FRAME - SEE DOOR SCHEDULE SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED ANCHORS PER MANUF. FRAME MUST BE SET TO FIT TIGHT TO TOP OF FINISHED FLOOR -- ALLOW NO OPEN GAPS 2 1/4" C oDe COMP `1 . " b.0 TI 4 BASE BELOW 5/8' BD. F NOTE: - FITTING ROOM DOOR, DOOR STOP, ARE TO BE ASSEMBLED BY G.C. - DOOR SHIPPED LOOSE TO BE CUT TO FIT BY G.G. OW VAN'Aa NOT USED 3 " :T -0" K - . 0-SIDED BLIND DOOR JAMB 3 " :T -0" -- TYPICAL DOOR JAMB /HEAD SIM. F TING ROOM DOOR JAMB 05DAl24EODETL !— -- -- 05DAl24FODETL 05DAl24BODETL NOT USED NOT USED NOT USED 5/8" TYPE "X" GYP. BD. EACH SIDE (2) 3 5/8" METAL STUDS - FASTEN TOGETHER - SECURE TO FLOOR SLAB AND HEADER METAL DOOR AND FRAME - SEE DOOR SCHEDULE SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED ANC1-1OR5 PER MANUF. PKF FRAME MUST BE SET TO FIT TIGHT TO TOP OF FINISHED FLOOR - ALLOW NO OPEN GAPS NOT USED NOT USED HOLLOW METAL DOOR AND FRAME - SEE 'DOOR SCHEDULE' SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED FRAME FASTENER 1/2" MIN AT FIRE RATED PARTITION DOOR JAMB /HEAD DETAIL (2) 3 6/8" X 20 GA. METAL STUDS. FASTEN TOGETHER, SECURE TO FLOOR SLAB * HEADER. 5/8" GYP. D. OVER 3 5/8" METAL STUD FRAMING. PROVIDE TYPE "X" AT RATED PARTITION. PROVIDE RUNNER TRACK AT HEAD NOTE: 5/8" GYP. BD. G.C. TO INSTALL 3/4" FRT PLYWOOD I: STAINLESS STEEL 22 GA, 12 MESH WIRE SECURITY SCREENING BY SCREEN TECHNOLOGY GROUP, INC. (WOVENWIRE.COM) WITHIN 2' -0" OF THE HANDLE SIDE OF SERVICE DOOR ON STORE SIDE ONLY. FRAME MUST BE SET TO FIT TIGHT TO TOP OF FINISHED FLOOR - ALLOW NO OPEN GAPS. 05DAl24HODETL 4 7/8" 3 5/8 METAL STUDS - TOGETWER - SECURE SLAB AND HEADER ND FRAME - ULE METAL SEE DOOR SC SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED ANCHORS PER M BASE BELOW E MUST BE SET TO FIT TIGHT TOP OF FINISHED FLOOR - ALLOW NO OPEN GAPS P MTL DR HEAD /JAMB 2HR 3" 1' -0" - 05DAl24DODETL G.C. TO APPLY MATTE FINISH CLEAR COAT SPRAY TO FITTING ROOM DOOR HEAD FOLLOWING THE STEPS BELOW: ASK OFF AREA AROUND HEADER OF DOOR FRAME G ONLY BOTTOM OF SURFACE EXPOSED. WITH MEDIUM STEEL WOOL. ST -OLEUM "AMERICAN ACCENTS" MATTE NOTE: -G.C. TO FILL ALL FILLER TO MATC - FITTING ROO HOLES WITH NON - SHRINKING IM FINISH R, FRAME, * TRIM ARE PREFINISWED AME, HEADER CASINGS NOTE: - FITTING ROOM DOOR, DOOR STOP, ARE TO BE ASSEMBLED BY G.G. - SHIPPED LOOSE TO BE CUT TO FIT BY G. DISPLA REA E TREATED BLOCKING 16" O.C. MAX. 2X WOOD JAMB EA. SIDE, PAINT TO MATCH ADJACENT WALL FINISH 5/16 ■ FIRE TREATED BLOCKING, TYP. 1/2 .D.F.; FINISH TO MATCH TI 4I BASE BELOW T WALL FINISH 2. 8U 3. APPLY CLEAR TOP '•.. T 4. IAIAIT 5 MINU 5. REMOVE MASK! 5/8" TYPE 'X' GYP. BD. 0 METAL STUD FRAMING, TYP. METAL STUD FRAMING AT DOOR HEAD CASING PRE- FINISHED ALL SIDES, SNAP TO FRAME CONTINUOUS WOOD HEA ' ' IM W/ SHIMS BEHIND LOOSE TRIM, SNAP TO FRAME I FITTING ROOD ALCOVE R OPENING GH OPENING NOTE: -G.C. TO FILL ALL N HOLES WITH NON - SHRINKING FILLER TO MATCH IM FINISH - FITTING ROO OOR, FRAME, $ TRIM ARE PREFINISWED SHIM AS REQUIRED HEADER ING5 SHREMSHOCK ARCHITECTS, INC. 6130 S. S # GOAD WESTERN -ll_1 cal 614 -545 G :.= D .SHREMSHOCK STATE OF WASHINGTON ,r5,W, Vnkvv5,,M a W T } ° Vf }� F o al N y 1 O W = V } L� U O U d W d 0 U, W N = Q i 2 U O ° `G N Z 3° L.,1 t r 6 F � 0 m x � W t i tL aui W C V) =L] W 0 : v w .--z a ~'' — C7.7 H S O w p p r. j . - I -x In 00 2 4 : F a a mp i W W w w ° W Z 6 0 a ■ U 4 a W 0 C-7 REQUIRED BY: * INDICATES NO REVISION TO IRIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: iesav REVISIONS: � DRAWING NUMBER: =p Li p In W o a W' V) yN Pk MII CEITER RECFIVFI) CITY OF TUKWII. h1=1; L I tiU! DOOR & JAMB DETAILS n O I- Z w -, w 1=0 O < ck o- Y w w < � w • zrn 0 a 0 DATE 12/14/2007 ML CAB RHW PK I 5 FOR TRIM PROFILE, SEE DETAIL A/Al2.7 AND A/A13.4 LINE OF TRIM ABOVE WAINSCOT PROVIDED BY OWNER, INSTALLED BY G.G. I PK LINE OF SASE BELOW PKF 3 1 MISC. TRIM, C.T.F. ABOVE 3 SHIM AS REQ'D PROVIDE SEALANT AND BACKER ROD WOOD HEAD, PAINT TO MATCH ADJACENT WALL FINISH I /2" M.D.F.; FINISH TO MATCH ADJACENT WALL FINISH I SALES AREA NOTE: JAMB BEVEL = 7.25 DEG. R BEVEL = 9.44 DEG. 2X FRAMING EA. SIDE (2) 3 5/8" METAL STUDS - FASTEN TOGETHER, SECURE TO FLOOR SLAB AND HEADER cO Ir 5/8" TYPE "X" — GYP. BD. SHIM AS REQ'D EA. SIDE ADD BACKER ROD AN SEALANT • , TYP. 14, 1 i I ,I METAL STUD FRAMING AT DOOR HEAD FIRE TREATED 2X WOOD TRIM NOTE: MAKE DOOR FLUSH W/ ADJACENT WALLS ON SIDE 1X I FITTING ROOM GS PRE - PRIMED ES i WA SALES AREA OR DISPLAY AR I NON-PUBLIC AREA 1/2' 1/2" WOOD 5 2X WOOD JAMB EA. SIDE, PAINT TO MATCH ADJACENT WALL FINISH 6 EA. INVISIBLE HINGES - 218- 626 -5055 2 MORTISE DEADLOCK 5L7MD5 -626 -BEST FINISH TO MATCH ADJACENT WALL FINISH 4 5/8" TYPE 'X' GYP. SD. BELOW 5/8" TYPE "X" GYP. BD. EACH SIDE (2) 3 5/8" METAL STUDS - FASTEN TOGETHER - SECURE TO FLOOR SLAB AND HEADER METAL DOOR AND FRAME - SEE DOOR SCHEDULE SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED ANCHORS PER MANUF. FRAME MUST BE SET TO FIT TIGHT TO TOP OF FINISHED FLOOR -- ALLOW NO OPEN GAPS 2 1/4" C oDe COMP `1 . " b.0 TI 4 BASE BELOW 5/8' BD. F NOTE: - FITTING ROOM DOOR, DOOR STOP, ARE TO BE ASSEMBLED BY G.C. - DOOR SHIPPED LOOSE TO BE CUT TO FIT BY G.G. OW VAN'Aa TYPICAL DOOR JAMB /HEAD SIM. 3 " :T -0" J ' E -SIDED BLIND DOOR DETAIL 3" :T -0" 3 " :T -0" -- TYPICAL DOOR JAMB /HEAD SIM. ii _ 05DAl24EODETL 05DAl24A0DETL NOT USED NOT USED NOT USED 5/8" TYPE "X" GYP. BD. EACH SIDE (2) 3 5/8" METAL STUDS - FASTEN TOGETHER - SECURE TO FLOOR SLAB AND HEADER METAL DOOR AND FRAME - SEE DOOR SCHEDULE SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED ANC1-1OR5 PER MANUF. PKF FRAME MUST BE SET TO FIT TIGHT TO TOP OF FINISHED FLOOR - ALLOW NO OPEN GAPS NOT USED NOT USED HOLLOW METAL DOOR AND FRAME - SEE 'DOOR SCHEDULE' SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED FRAME FASTENER 1/2" MIN AT FIRE RATED PARTITION DOOR JAMB /HEAD DETAIL (2) 3 6/8" X 20 GA. METAL STUDS. FASTEN TOGETHER, SECURE TO FLOOR SLAB * HEADER. 5/8" GYP. D. OVER 3 5/8" METAL STUD FRAMING. PROVIDE TYPE "X" AT RATED PARTITION. PROVIDE RUNNER TRACK AT HEAD NOTE: 5/8" GYP. BD. G.C. TO INSTALL 3/4" FRT PLYWOOD I: STAINLESS STEEL 22 GA, 12 MESH WIRE SECURITY SCREENING BY SCREEN TECHNOLOGY GROUP, INC. (WOVENWIRE.COM) WITHIN 2' -0" OF THE HANDLE SIDE OF SERVICE DOOR ON STORE SIDE ONLY. FRAME MUST BE SET TO FIT TIGHT TO TOP OF FINISHED FLOOR - ALLOW NO OPEN GAPS. 05DAl24HODETL 4 7/8" 3 5/8 METAL STUDS - TOGETWER - SECURE SLAB AND HEADER ND FRAME - ULE METAL SEE DOOR SC SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED ANCHORS PER M BASE BELOW E MUST BE SET TO FIT TIGHT TOP OF FINISHED FLOOR - ALLOW NO OPEN GAPS P MTL DR HEAD /JAMB 2HR 3" 1' -0" - 05DAl24DODETL G.C. TO APPLY MATTE FINISH CLEAR COAT SPRAY TO FITTING ROOM DOOR HEAD FOLLOWING THE STEPS BELOW: ASK OFF AREA AROUND HEADER OF DOOR FRAME G ONLY BOTTOM OF SURFACE EXPOSED. WITH MEDIUM STEEL WOOL. ST -OLEUM "AMERICAN ACCENTS" MATTE NOTE: -G.C. TO FILL ALL FILLER TO MATC - FITTING ROO HOLES WITH NON - SHRINKING IM FINISH R, FRAME, * TRIM ARE PREFINISWED AME, HEADER CASINGS NOTE: - FITTING ROOM DOOR, DOOR STOP, ARE TO BE ASSEMBLED BY G.G. - SHIPPED LOOSE TO BE CUT TO FIT BY G. DISPLA REA E TREATED BLOCKING 16" O.C. MAX. 2X WOOD JAMB EA. SIDE, PAINT TO MATCH ADJACENT WALL FINISH 5/16 ■ FIRE TREATED BLOCKING, TYP. 1/2 .D.F.; FINISH TO MATCH TI 4I BASE BELOW T WALL FINISH 2. 8U 3. APPLY CLEAR TOP '•.. T 4. IAIAIT 5 MINU 5. REMOVE MASK! 5/8" TYPE 'X' GYP. BD. 0 METAL STUD FRAMING, TYP. METAL STUD FRAMING AT DOOR HEAD CASING PRE- FINISHED ALL SIDES, SNAP TO FRAME CONTINUOUS WOOD HEA ' ' IM W/ SHIMS BEHIND LOOSE TRIM, SNAP TO FRAME I FITTING ROOD ALCOVE R OPENING GH OPENING NOTE: -G.C. TO FILL ALL N HOLES WITH NON - SHRINKING FILLER TO MATCH IM FINISH - FITTING ROO OOR, FRAME, $ TRIM ARE PREFINISWED SHIM AS REQUIRED HEADER ING5 SHREMSHOCK ARCHITECTS, INC. 6130 S. S # GOAD WESTERN -ll_1 cal 614 -545 G :.= D .SHREMSHOCK STATE OF WASHINGTON ,r5,W, Vnkvv5,,M a W T } ° Vf }� F o al N y 1 O W = V } L� U O U d W d 0 U, W N = Q i 2 U O ° `G N Z 3° L.,1 t r 6 F � 0 m x � W t i tL aui W C V) =L] W 0 : v w .--z a ~'' — C7.7 H S O w p p r. j . - I -x In 00 2 4 : F a a mp i W W w w ° W Z 6 0 a ■ U 4 a W 0 C-7 REQUIRED BY: * INDICATES NO REVISION TO IRIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: iesav REVISIONS: � DRAWING NUMBER: =p Li p In W o a W' V) yN Pk MII CEITER RECFIVFI) CITY OF TUKWII. h1=1; L I tiU! DOOR & JAMB DETAILS n O I- Z w -, w 1=0 O < ck o- Y w w < � w • zrn 0 a 0 DATE 12/14/2007 ML CAB RHW PK I 5 FOR TRIM PROFILE, SEE DETAIL A/Al2.7 AND A/A13.4 LINE OF TRIM ABOVE WAINSCOT PROVIDED BY OWNER, INSTALLED BY G.G. I PK LINE OF SASE BELOW PKF 3 1 MISC. TRIM, C.T.F. ABOVE 3 SHIM AS REQ'D PROVIDE SEALANT AND BACKER ROD WOOD HEAD, PAINT TO MATCH ADJACENT WALL FINISH I /2" M.D.F.; FINISH TO MATCH ADJACENT WALL FINISH I SALES AREA NOTE: JAMB BEVEL = 7.25 DEG. R BEVEL = 9.44 DEG. 2X FRAMING EA. SIDE (2) 3 5/8" METAL STUDS - FASTEN TOGETHER, SECURE TO FLOOR SLAB AND HEADER cO Ir 5/8" TYPE "X" — GYP. BD. SHIM AS REQ'D EA. SIDE ADD BACKER ROD AN SEALANT • , TYP. 14, 1 i I ,I METAL STUD FRAMING AT DOOR HEAD FIRE TREATED 2X WOOD TRIM NOTE: MAKE DOOR FLUSH W/ ADJACENT WALLS ON SIDE 1X I FITTING ROOM GS PRE - PRIMED ES i WA SALES AREA OR DISPLAY AR I NON-PUBLIC AREA 1/2' 1/2" WOOD 5 2X WOOD JAMB EA. SIDE, PAINT TO MATCH ADJACENT WALL FINISH 6 EA. INVISIBLE HINGES - 218- 626 -5055 2 MORTISE DEADLOCK 5L7MD5 -626 -BEST FINISH TO MATCH ADJACENT WALL FINISH 4 5/8" TYPE 'X' GYP. SD. BELOW 5/8" TYPE "X" GYP. BD. EACH SIDE (2) 3 5/8" METAL STUDS - FASTEN TOGETHER - SECURE TO FLOOR SLAB AND HEADER METAL DOOR AND FRAME - SEE DOOR SCHEDULE SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED ANCHORS PER MANUF. FRAME MUST BE SET TO FIT TIGHT TO TOP OF FINISHED FLOOR -- ALLOW NO OPEN GAPS 2 1/4" C oDe COMP `1 . " b.0 TI 4 BASE BELOW 5/8' BD. F NOTE: - FITTING ROOM DOOR, DOOR STOP, ARE TO BE ASSEMBLED BY G.C. - DOOR SHIPPED LOOSE TO BE CUT TO FIT BY G.G. OW VAN'Aa SINK AND WATER FOUNTAIN 1/2" - T -0" R RESTROOM MIRROR TRIM DETAIL 6" - T -D" L PUBLIC LAVATORY GENERAL NOTES NO SCALE C 05DA131R1DETL - 05DA131C1DETL BASE AT PUBLIC RESTROOM 6 " =1' -0" N : ALCOVE CORNER 6 " -1' -O" J PUBLIC TOILET ROOM PLAN A 05SA 1 3 1 NISECT _ HANDICAP SIGNAGE 05DA131SODETL SEE C/A13.1 FOR KEYNOTE LEGEND ■ •- - •-■ kimilMMM ■ �' ■ ■ ■�`�\`a ■ ■■ • ■• •fib IN■•E• i =MISMTMI♦■ ILI ■ ■■ ■— IMMI MERLIMl�. =M■ MR WAIIII ■ ■I©C:.11■■►i ■ _. AN1===M1121M===== il = = = = =WW=MME ELEVATION D -1 - PENDANT LIGHT FIXTURE - REFER TO REFLECTED LIGHTING PLAN --- -IM■ - - - -- I__■_■_■_■ ■■■■� I �� �■ ==1•111:111v41•111 A� ■ �-.�iZ ==1161M1= Li AL- •♦A W��iZ _ = ■ ■ II- VIII- - ' ■—� �L - ■— ■■ _J ' I L' :— - -- IMO VIIIER RAT ara TYPICAL PUBLIC TIOLET, WHITE FINIS ELEVATION D -2 ELEVATION D -3 -- I ■ ■ ■ ■�I - - -- iil 1 ==M —■ ■ ■■I ■ ■■ ❑ 1 ■■ 7 ■ ■■ ■!■ J ■ ■ ■ ■ NI■ ■ ■ ■ ■ ■ ■= ii■■■■wW% / I. ■■ a�r - ■ ■ ■ ■■ ii i ■ ■ ■i- - - - - -- ELEVATION D -4 H.C. PUBLIC LAVATORY ELEVATIONS WATER FOUNTAIN NOTE: I F THE WATER FOUNTAIN IS LOCATED IN THE PATH OF TRAVEL, A TEXTURED AREA I' -O" AROUND THE FOUNTAIN, CLEARLY IDENTIFIABLE BY THE BLIND IS REQUIRED. WATER FOUNTAIN IS TO BE ACTIVATED BY A HANDICAP PU514 BAR ON FRONT FACE OF UNIT. WATER FOUNTAINS ARE TO BE LOCATED WITHIN ALCOVES SO AS NOT TO BE IN THE CORRIDOR WALKWAY. FOUNTAINS MUST BE APPROACHED FROM THE FRONT, OR PROVIDE A 60" DIAM. TURNING SPACE TO ALLOW FOR POSITIONING INTO FORWARD APPROACH -I. CLEAR FLOOR AREA REQUIRED AT SINK SINK ILLUSTRATION 5/8" GYP. BD. WC -28 CUT TO FIT � 41 -1 8.0. BORDER TILE GROUT WC -21 NC--28 5/8" CEMENT BACK BOARD 3 1/2" SOUND ATTENUATION INSULATION BATTS (FRICTION FIT) NC--28 ADHESIVE 5/8" CEMENT BACKERBOARD NC- 25 WATERPROOF MEMBRANE UNDER CERAMIC TILE AND UP WALL 6" FC -20 - EXISTING SUB -FLOOR / 15" MIN. 4,8 11 jr \ MIN 6 m m m 4 MIN. CLEAR WATER FOUNTAIN PLAN 17" MIN. O 4 4 MAX. HI /LO SPOUT HEIGHTS WATER FOUNTAIN ELEVATION ANCHOR TO WALL WITH 1 1/2 PAN HEAD PHILIPS SELF DRILLING ZINC SCREWS (1) EA. SIDE (CENTERED) PREFINISHED TRIM BY OWNER, COW'S MILK FINISH 1/4" CLEAR MIRROR, GC PROVIDED MASTIC WALL BEYOND 20 GA. MTL. BLOCKING CONT. BEHIND MIRROR B2 A13.4 SIM. 4 I "1 I I I _l 1 ■ ••■ ■■ ■ ■ ■-- -- ■ m •==PM ■ I I i ■ ■ ■■■• • •1•• .N.Nmd ■ ■ ■ ■ ■ ■■ - - - ■■— 1 /ERHAI(G PK LAIC -22 WG -28 NC 28 NG -28 PUBLIC DRINKING FOUNTAIN ELEV. 3 5/8" METAL STUD FRAMING 5/8" CEMENT BACKER BOARD ADHESIVE WALL TILE 5 " LINE OF BASE BELOW PKF 3 LINE OF TRIM ABOVE WAINSCOT PROVIDED BY OWNER, INSTALLED BY G.G. IPKI 1' -2" 3" X 3 X 72" HIGH WHITE METAL ANGLE WOOD FILLER @ WAINSCOT 5/8" TYPE 'X' GYPSUM BOARD WALL 1/2" = 1' -0" MISC. F.R.T. WD. BLOCKING - PAINT EDGE WHITE WHERE EXPOSED WATER CLOSET, SEE PLUMBING PLANS Q SINK, INSULATE ALL WATER PIPES AS REQ'D 24" X 24" FLOOR MOP SINK W/ FAUCET SET (TO INCLUDE 42 HOSE) CLOTHES KOOK: MOUNTED ABOVE DOOR MIRROR 78" A.F.F. AND 48" MAX. FOR H.G. ACCESSIBILITY' S 1 1/2" DIA. METAL GRAB BAR - REFER TO DETAIL ON THE RIGHT, MUST COMPLY WITH LOCAL AND STATE CODES 5' -0" HANDICAP TURNING DIAMETER TO BE PROVIDED IN HANDICAP LAVATORIES 0 FLOOR DRAIN, SEE PLUMING DRAWINGS 0 AUTOMATIC ELECTRIC HAND DRYER "TOUCHLESS" 0 RECESSED TOILET PAPER DISPENSERS AT BOTH TOILETS MEN'S: DUAL ROLL TOILET TISSUE DISPENSER WOMEN'S: COMBINATION TISSUE DISPENSER 4 NAPKIN DISPOSAL 10 MOTION SENSOR ACTIVATED LIGHT SWITCH 11 24" X 36" X 1/4" PLATE GLASS MIRROR HUNG CENTERED ABOVE SINK, BOT. OF MIRROR REFLECTING SURFACE TO BE AT 40' A.F.F. MAX. M -1 i 20" x 58" x 1/4" PLATE GLASS MIRROR (ALL EDGES OF MIRROR TO RECEIVE SLIGHTLY CURVED EDGE W/ SMOOTHED OR POLISHED FINISH) W/ TOP AND BOTTOM "J" CHANNEL (SET MIRROR IN MASTIC), CENTER AND MOUNT ON • LAVATORY SIDE OF DOOR W/ TOP OF MIRROR @ 70" A.F.F. M - 1 13 154 15 16 17 18 19 (o 21 FRICTION -TYPE MOP 1 -OLDER FRICTION -TYPE HOSE MOLDER WALL TILE WALL BORDER TILE, SEE N /A13.1 WC -28 TILE BASE, SEE N/A13.1 WC -28 WG -28 GYP. BD. WALL: WC -21 DOOR, ON THE TOILET ROOM SIDE PAINT: P -14 WATER HEATER ABOVE, SEE 5 /AI2.1 FOR FRAMING RECESSED WASTE RECEPTICAL, SEE A15.3 I DETAILS GENERAL NOTES: GENERAL CONTRACTOR TO PROVIDE AND INSTALL HANDICAP EQUIPMENT AS NEEDED TO COMPLY WITH LOCAL AND STATE CODES 2. GENERAL CONTRACTOR TO PROVIDE SOLID IN -WALL FIRE - TREATED BLOCKING FOR ALL WALL MOUNTED ITEMS. SEE SPECIFICATIONS SHEETS FOR LAV. EQU IPMENT GRAB BAR NOTES: THE STRUCTURAL STRENGTH OF GRAB BARS SHALL MEET THE FOLLOWING SPECIFICATIONS: (I) BENDING STRESS IN A GRAB BAR INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF 250 IbF (1II2N) SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR. (2) SHEAR STRESS INDUCED IN A GRAB BAR BY THE APPLICATION OF 250 Ibf (III2N) SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR. IF THE CONNECTIONS BETWEEN THE GRAB BAR AND ITS MOUNTING BRACKET OR OTHER SUPPORT 15 CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR THE COMBINED SHEAR STRESS, WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. 1111111 11 1 111111111 1 1 1111111 1 11 11111111 1 1 {111 (3) SHEAR FORGE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF 250 1bF (1112N) SHALL BE LESS TI -IAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD. (4) TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF 250 1bF (1112N) PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF 250 1bf (1112N) SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND THE SUPPORTING STRUCTURE. (5) GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 11/ 2" f 4 E' .e ?, CODE 0 - 1 10 zA,3715rz . M 20 GA. TRACK SECURED TO STUDS 1 1 /2" DIA. SHREMSHOCK, ARCHITECTS, INC. 6130 S. S GOAD WESTERVJ „it 4' 81 614 - 54540 .:, 0) Tim 0 LO 0 REGIS AR ECT GERAL REMSHOCK STATE OF WASHINGTON .I. 6923 � s N eC Q w lia W a = O y W 0 = W • 4 c.1= C b = 2 L1v In La • 7 p a o O O � 4 ° Z � _ s o s as 4�z O W 0 m ° W p w W a a 0. W V d W W 1 _ W p = p w a 0. 7 z W m p �i.i x c� U W 2 ke : ° � 3 O °W U =z j r a ry a 4 p = W a ! � ,.. a m ° bJ h W W W N C a W d axoa x o arc�4 I— W a Z � K) W O W V)cot/'! U)0—I REVISIONS: REQUIRED BY: * INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: TOILET ROOM DETAILS DRAWING NUMBER: A p N ?- iy ° N3aw' m = = 2 r J W S V H N W W C W p W 4 H V W W V l m V l O a J a a ! a 4 ~ 7 p T.z0 W mN g 0 d W O a o ° a a z 0.I - � d V .aw�U 3Uao a ad � CCW a V F- z � C p % a [ i W 2 O p d p W W S ° W w N ° w Z w F 4 4 W 00 vl a d p �` w = y y Y U' -zo9 42a ~a 8 8 6 yW1 2 0 C C W W 0 0 0 a LU aXU W W =Ui C WS rasa CC0 0 CO re CO a) • E'tr1 u I CENTER N N N a w zCY ) Z a a a r[I�U V IzU CITY O T UKWIL A LLG 2 1 2507 DATE 12/14/2007 ML NAW RHW FITTING ROOM ELEVATION 1/2" : T -0" FITTING ROOM ELEVATION 1/2" = T -0" H.C. FITTING ROOM PLAN FITTING ROOM MIRROR ELEVATION 1 1/2 "= 1' -0" 1/2" - 1' -0" MIRROR DETAILS 3" = T -0" 05DA133EODETL 05EA133POELEV 05EA133KOELEV 05EA133FOELEV 05DA133BODETL 1/2" - 1 , -0 " FITTING ROOM ELEVATION 1/2" = 1' -0" H.C. FITTING ROOM PLAN 1/2" = 1' -0" 11 E FITTING ROOM PLAN 1/2" - 1' -0" 05EA133NOELEV 05EA133JOELEV 05DA133EODETL 05DA133AODETL EACH FITTING ROOM HAS A DIFFERENT WALL COVERING, REFER TO SHEET A05.1. GC IS TO BRUSH PAINT ALL PRE - PRIMED WOOD TRIM FOR FINISHE5, REFER TO WALL AND FLOOR FINISH PLAN ON SHEET A05.1 WOOD TRIM IPK 4 WOOD WAINSCOT PK 3 FOR ALL TRIM PROFILES, SEE DETAIL A/Al2.7 AND A/A13.4 6 "W PIECE 20 GA SHEET BLOCKING PK IPK 4 3 H.C. BENCH - INSTALL PRIOR TO WALL WAINSCOTING AND BASE. G.C. IS TO SECURE TO WALL TI-IRU APRON UNDER BENCH WITH CONCEALED BOLTS TO SOLID IN -WALL BLOCKING. PROVIDED BY AND INSTALLED BY GC. 1' -q 1/4" 0 0 0 0 0 0 H.C. FITTING ROOM ELEVATION 4' -)" 1/2" : 1' -0" -0" H.O. PENDANTMIV SC1-10OLI -1QUSE HOOKS_ REFER TO DETAIL 52/A13.4 5' -q 1/24 3' -11 1/2 REAR VIEW MIRROR REFER TO DETAIL F/A13.4 05EA133SOELEV S PENDANT LIGHT FIXTURE - REFER TO SHEET A04.1 WOOD TRIM PKI 4 WOOD WAINSCOT PK WOOD TRIM PKF 3 3 H.C. FITTING ROOM ELEVATION q' -6 B.O. PENDANT 6' -0" T.O. TRIM ly FOR ALL TRIM PROFILES, SEE DETAIL A/Al2.7 AND A/A13.4 0' -0 1/2" = 1' -0" 05EA133ROELEV FOR ALL TRIM PROFILES, SEE DETAIL A/Al2.7 AND A/A13.4 8' -Ou 8.0. PENDANT 6' -O T.O. TRIM WOOD TRIM PK 4 MIRROR TRIM PK 5 FITTING ROOM MIRROR. REFER TO DETAIL F /A13.3 WOOD WAINSCOT PK 1 H.C. FITTING ROOM ELEVATION 31/2" CT � ►n FITTING ROOM PAGING SYSTEM BUTTON, (48" A.F.F.) TYP. 7' -9 1/4" A.F.F. 13.0. - o 1/2" = 1' -0" PENDANT LIGHT FIXTURE - REFER TO SHEET A04.I PREFINISHED FRAME. 6' -6 A.F.F. SCIOOU-IOUSE HOOK ON EXTERIOR PREFINI514ED DOOR, JAMB, BASE, AND CASING 05EA133MOELEV PENDANT LIGHT FIXTURE - REFER TO SHEET A04.I 6 "W PIECE 20 GA SHEET BLOCKING H.C. BENCH - INSTALL PRIOR TO WALL WAINSCOTING AND BASE G.C. 15 TO SECURE TO WALL THRU APRON UNDER BENCH WITH CONCEALED BOLTS TO SOLID IN -WALL BLOCKING PROVIDED BY INSURED BY GC REAR VIEW MIRROR REFER TO DETAIL F /AI3.4 EQ. H.C. FITTING ROOM ELEVATION • ti Cl 13 EQ. J -0 B.O. PENDANT WOOD TRIM IPK 4 I 6' -0" _0_ WOOD WAINSCOT IPK 3 SCI- 100L1OUSE HOOKS. REFER TO DETAIL 52/A13.4 FOR ALL TRIM PROFILES, SEE DETAIL A/Al2.7 AND A/A13.4 0' -0, WOOD TRIM PKF 3 1/2" = 1' -0" 05EA133LOELEV L o1 4S ' 4 . PK IPK 6' -6" A.F.F. 4 FITTING ROOM PAGING SYSTEM BUTTON, (48" A.F.F) TYP. 3 EG 0 0 0 FOR FINISHES, REFER TO WALL AND FLOOR FINISH PLAN ON SHEET A05.1 7' -q 1/4" A.F.F. FITTING ROOM ELEVATION 9- EQ PENDANT LIGHT FIXTURE. REFER TO SHEET A04.I ' -o" B O: PENPAAT SCHOOLHOUSE 14OOK REFER TO DETAIL B2/A13.4 REAR VIEW MIRROR REFER TO DETAIL F /AI3.4 FOR ALL TRIM PROFILES, SEE DETAIL A/Al2.7 AND A/A13.4 WOOD TRIM PKF I 3 el _ O n H.O. PENDANT PRE PRIMED DOOR FRAME SCHOOLHOUSE H00K REFER TO DETAIL B2/A13.4 SCHOOLHOUSE 1-I00K ON EXTERIOR FOR ALL TRIM PROFILES, SEE DETAIL A/Al2.7 AND A/A13.4 WOOD TRIM PKF 3 FOR FINISHES, REFER TO WALL AND FLOOR FINISH PLAN ON SHEET A05.1 SCHOOL 1 -I0USE HOOKS. REFER TO DETAIL B2/A13.4 WOOD TRIM PK 4 a_ N. ' FOR FINISHES, REFER TO WALL AND FLOOR FINISH PLAN ON SHEET A05.1 6' -0 A.F.F. WOOD WAINSCOT PKI 3 REAR VIEW MIRROR REFER TO DETAIL F /A13.4 FOLDING STADIUM CHAIR REFER TO DETAIL J/A13.4 EQ. Cl 13 EQ. a_ 8' -O B.D. PENDANT WOOD TRIM IPK 4 I 5' -q 1/2' SHEET METAL BLOCKING WOOD WAINSCOT PK 3 PK 5 FITTING ROOM MIRROR REFER TO DETAIL F /A13.3 FOR ALL TRIM PROFILES, SEE DETAIL A/Al2.7 AND A/A13.4 WOOD TRIM I PKF 3 411 B.O. PENDANT SCHOOL HOUSE HOOKS REFER TO DETAIL B2/A13.4 5' -q 1/2 FOR ALL TRIM PROFILES, SEE DETAIL A /Al2.7 AND A/A13.4 0' -0 WOOD TRIM PKF 3 a u, N ELEVATION__ • FITTING ROOM HOOKS (2 ROWS REFER TO DETAILS B2 4 53/A13.4) 1 ♦ '7 PLAN FOR ALL F.R. TRIM PROFILES, SEE DETAIL A/A13.4 I 0 2' -0" C 13., EQ. HANDICAP ITTING ROOM BENCH STADIUM FOLDING CHAIR 3' -1" 2' -5" 0 EQ 20GA METAL BLOCKING 7' - 1/4" M 5' -3 1 /4" PK 4 FITTING ROOM MIRROR WOOD WAINSCOT I PK 1 3 4 U U p r v A r TRIM L 30 4 MIRROR EDGE 1/2" MIN 0 O D •• Cst 6 7' -5" A.F.F. T.O. MIRROR FRAME FILL AND PAINT OVER ALL FASTENERS BACK OF TRIM FLUSH W/ GYP. BD WALL 5 PK TEMPERED MIRROR M -I FRAME OVERLAP. 1/2" MIN PROVIDE SHEET METAL BLOCKING AT ALL FOUR SIDES PER DETAIL G /Al2.1 FOR ALL F.R. TRIM PROFILES, SEE DETAIL A/A13.4 h..-20 GA METAL BACKING MITER ALL CORNERS, TYP 0' -0" _ FINISH FLOO PAGER SYSTEM TYP. FOR ALL F.R. TRIM PROFILES, SEE DETAIL A/A13.4 7' -5" A.F.F. T.O. MIRROR FRAME PK 5 1/2" F.R.T. PLYWOOD BACKER PROVIDED AND INSTALLED BY GC 5/8" TYP "X" GYP OVER 3 5/8" METAL STUD FRAMING PK PK 5 G.G. TO ENSURE BOTTOM OF FRAME IS FLUSH IN/FLOOR o' -o" FINISH FLOOR MIRROR FITTING ROOM MIRROR SECTION PK 3 MIRROR WOOD TRIM FOR ALL F.R. TRIM PROFILES, SEE DETAIL A/A13.4 LINE OF BASE BELOW 2 1 #6 GA. DIA. X 1 5/8" PHILLIPS PANCAKE HEAD SCREWS @ 36" O.C. MAX (VERT.) FOR SPACING SEE DETAIL G/A13.3 M - 1 I/2" F.R.T. PLYWOOD BACKER PK 5 d3 m #6 GA. DIA. X 1 5/8 PHILLIPS PANCAKE HEAD SCREWS @ 18" O.C. MAX (I- IORIZ. ) FILL AND PAINT OVER FASTENER PRE - FINISHED STADIUM CHAIR REFER TO DETAIL J/A13.4 REAR VIEW MIRROR REFER TO DETAIL F /A13.4 IPK 4 I *Mr SECTION WOOD TRIM WOOD WAINSCOT PKI 3 I BASE DETAIL 3•:T -O' j ' u STA I � FOLDING CHAIR FITTING ROOM HOOKS REFER TO DETAIL 5/A13.4 4 1/2 u 4 1/2" MIN. EQ. f 7 4' -6" EQ. MIRROR 3 1/2" L NOTE: ALL WALLS TO RECEIVE CONTINUOUS 20 GA/ METAL BLOCKING (TYP.) THESE ROOMS PROVIDE SHEET METAL BLOCKING AT ALL FOUR SIDES PER DETAIL G /Al2.1 20 GAUGE SHEET METAL BACKING 1- 1/2 " =1' -0" 05SA133COSECT METAL STRAP BLOCKING SEE E/Al2.1 5 /8" TYPE "X" GYP BD ON 3 5/8" METAL STUDS 1/2 F.R.T. PLYWOOD BACKER M I WOOD TRIM PK 5 5/8" TYPE "X" GYP ON 3 5/8" METAL STUDS METAL STRAP BLOCKING SEE E/Al2.1 FOR ALL F.R. TRIM PROFILES, SEE DETAIL A/A13.4 " c od co o ? F \\,,,, 5,3 .,_ FITTING ROOM MIRROR REFER TO DETAIL F /AI3.3 PAGER SYSTEM TYP. SHREMSHOCK. ARCHITECTS, INC. 6130 S. S, U.,Ikt, ROAD WESTERV.k< "-:3:081 614 -545 0) Nim 0 0 r d TECT GERAL' S. SHAEMSHOCK STATE OF WASHINGTON 6923 REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: Y x x h x _ Z JJ � J = W = C oc� °max � ° ycCmOZ w ¢ U d W O W U =wa�z a F 0 Q g y ao0o r U W t _ ._ S ° O ° l..! N a aa!oo! ['1 � �W W 4 p Vl W W O W a ow ' - s a0 "ao W Y Y O o [a a z cc x0E ° t?Q as Q U LL4Y�d 4 VI w40 (n e/= y W ��zaati !!!!=d t ��-. 2 N ; N W x Q� °:� cs0 - X 0 0 0 2 L .750_0 4 REVISIONS: INDICATES NO REVISION TO THIS SHEET .14- 1 DRAWING NUMBER: f L.L'LIV DEG 2 1 2507 n n a d wZ O N U) a a a DATE CITY OF TUKWI! P rtLVLL L CEMER 12/14/2007 ML CAB RHW PINK FITTING ROOM DETAILS ��I FOR ALL TRIM PROFILES, SEE DETAIL A/Al2.7 AND A/A13.4 5/8" TYPE 'X' GYP. BD. OVER METAL STUD FRAMING, TYP. METAL STUD FRAMING PKF I F.R.T. WOOD BLOCKING PK 4 7/8" PKF REFER TO CEILING PLAN VESTIBULE JAMB /HEAD 3 "=1' -0" FOR ALL TRIM PROFILES, SEE DETAIL A/Al2.7 AND A/A13.4 NOTE: -G.C. TO FILL ALL NAIL/SCREW HOLES WITH NON- SHRINKING FILLER PRIOR TO FINISHING - FITTING ROOM FRAME, TRIM, 4 DOOR ARE PRE- PRIMED. G.G. TO PAINT IN FIELD 4 7/8" 5/8" TYPE 'X' GYP. 5D. OVER METAL STUD FRAMING, TYP. METAL STUD FRAMING AT DOOR NEAP IPKFI 1 F.R.T. WOOD BLOCKING CONTINUOUS WOOD HEAD TRIM I4/ SHIMS BEHIND 7' -9 1/4" A.F.F. BOT. OF TRIM NOTE: - FITTING ROOM DOOR, DOOR STOP, FRAME, HEADER AND DOOR CASINGS SHIPPED LOOSE TO BE CUT TO FIT AND ASSEMBLED BY G.C. FITTING ROOM DOOR HEAD \ I PATTERN, CONTINUE TOWARDS FRONT WALL PATTERN FITTING ROOM OPENING /\, e • FITTING ROOM NOTE: WALLCOVERING IN FITTING ROOM ALCOVE TO BE INSTALLED 50 THAT THE PATTERN GOES UP THE WALL; THE WALLCOVERING ON THE CEILING IS TO BE INSTALLED 50 THAT THE PATTERN GOES AWAY FROM THE FITTING ROOM OPENINGS. WALLCOVERING IN FITTING EOM TO BE INSTALLED SO THAT THE PATTERN GOES UP THE WALL; THE WALLCOVERING ON THE CEILING IS TO SE INSTALLED 50 THAT THE PATTERN GOES TOWARDS THE FITTING ROOM OPENING, AWAY FROM THE SACK WALL PATTERN PATTERN (SIDE WALL) OPENING INTO FITTING ROOM ALCOVE PATTERN CONTINUES AWAY FROM FITTING ROOM OPENINGS PATTERN OPENING INTO FITTING ROOM CEILING WALLCOVERING INSTALL DETAIL 3 " -1' -0" 05DA134MODETL N.T.S. O5DA134LODETL M L 0 71 EQ. 0 0 0 0 I' -0 I3 /16" 1' -2" EQ. • •ii STOP FULL LENGTH TRACKS OF BUILT -UP COLUMN SHORT OF TOP TRACK DIAGONAL BRACE PER STRUCTURAL DETAIL AT EACH BUILT -UP BOX COLUMN (4) #12 TEK SCREWS 3 5/8" X 18 GA BUILT UP STEEL STUD COLUMN. 1' - 0x8 "x1/4' ASTM A36 STEEL PLATE ATTACH PLATE TO BUILT -UP COLUMNS W/ (B) #12 TEK SCREWS (PRE -DRILL PLATE FOR SCREWS) STOP FULL LENGTH TRACKS OF BUILT -UP COLUMN SHORT OF BASE TRACK (2) - #I2 SCREWS EACH SIDE (4) -#I2 CONCRETE SCREWS 3 5/8"x1' -6 "x18 GA TRACK O 1 6 "x8 "x1/4" A36 STEEL PLATE O 3/8" THK FRT PLYWOOD INFILL. ATTACH TO PLATE W/LIOUID NAILS O ULTRA DUTY POLY ADHESIVE. DRILL 3/8' DIAMETER HOLES TO O MATCH HOLES IN STEEL PLATE. FACE OF PLYWOOD TO ALIGN O FLUSH WITH FACE OF GYP. BD. 3/8" DIA HOLE WITH 5/I6" DIA ASTM A307 NUT TACK WELD TO BACK OF PLATE (PROVIDE 3/4" DIA HOLE IN BUILT -UP COLUMN FOR CLEARANCE) BUILT -UP BOX COLUMN - DBL 3 -5/8' DP, 18 GA STUDS WITH 3 -5/8 ", 18 GA TRACK, EA SIDE. FITTING ROOM BENCH. LOCATE AS PER PLANS. #I2 SCREW 12 "c/c, TYP CANT TRACK ALONG TOP OF STUD WALL CEILING STUD WALL MOUNTED SEAT BACK ONE PER EACH BENCH - ATTACHMENT 5/8" TYPE 'X" GYP.BD. PK 3 3/B" THK FRT PLYWOOD INFILL. ATTACH TO PLATE W/LIQUID NAILS ULTRA DUTY POLY ADHESIVE. DRILL 3/8" DIAMETER HOLES TO MATCH HOLES IN STEEL PLATE. FACE OF PLYWOOD TO ALIGN FLUSH WITH FACE OF GYP. BD. FITTING ROOM BENCH NOTE: BENCH I-IAS TEXT GRAPHIC ON UNDERSIDE. G.C. TO ENSURE THAT ADJACENT BENCH(E5) DOES NOT HAVE SAME TEXT (4) 5/16" DIA X 2" ASTM A307 BOLTS PKF 3 13' -0" MAX pink HEIGHT OF DIAG CONNECTION SEE CLG. PLAN Zsi FINISI- I— w 0 Ea x 0 1 -Q II c i k FLOOR NOTE: AFTER INSTALLATION, G.C. TO TOUCH -UP PAINT BOLTS & METAL W\ P -14 FITTING ROOM STADIUM CHAIR 1 1/2" : 1' -0" 05DA134JODETL J FOR ALL TRIM PROFILES, SEE DETAIL A/Al2.7 AND A/A13.4 FITTING ROOM FITTING ROOM ALCOVE I 3q 1/4" ROUGH OPENING NOTE: -G.C. TO FILL ALL NAIL/SCREW HOLES WITH NON - SHRINKING FILLER PRIOR TO FINISHING - FITTING ROOM FRAME, TRIM, * DOOR ARE PRE- PRIMED. G.G. TO PAINT IN FIELD. LINE OF BASE SEWN LINE OF TRIM ABOVE WAINSCOT PROVIDED BY OWNER, INSTALLED BY G.G. 5 /3' TYPE 'X' GYP. BD. OVER STUD FRAMING, TYP. METAL STUD FRAMING AT DOOR JAMB F.R.T. WOOD BLOCKING SHIM AS REQUIRED PK 3 NOTE: - FITTING ROOM DOOR, DOOR STOP, FRAME, HEADER AND DOOR CASINGS SHIPPED LOOSE TO BE CUT TO FIT AND ASSEMBLED BY G.G. - 1:O :% jr FOR ALL TRIM PROFILES, SEE DETAIL A/Al2.7 AND A/A13.4 6'_o" lorT.O. TRIM 4 METAL BLOCKING 0 FINISH FLOOR Zs TYP. FITTING ROOM 1- 1/2' :1' -0" 5/8 TYPE 'X' GYP BD OVER 3 -5/8' METAL STUDS PK I SCHOOLHOUSE HOOK ' -2" T.O. TRIM 4 METAL BLOCKING PK PKF 1- Vr;r -c' H.G. FITTING ROOM FITTING ROOM DOOR JAMB NOT USED REAR VIEW MIRROR REAR -VIEW MIRROR CORNER DETAIL 3 " -1' -0" 05DA134HODETL 8" ELEVATION 1 1/21' -0' F F I" FRAME 4 1/4" Q 5 I/4" In CIS HOLE IN BACK FRAME FOR #10 SCREW INSTALL BACK FRAME TO CORNER OF WALL / B.O. MIRROR my SECTION 1 1/2'=T-Cr 1 1/2 ", 1' -0" 05SA134FOSECT BASE BELOW PKF PK 3 WAINSCOT 3 #10 x 2" LG MTL SCREWS ((4) -EACH LEG OF 16 GA ANGLE) REAR -VIEW MIRROR. 5 /8" GYP OVER 3 5/8' METAL STUD FRAMING 3" x 3' x FULL HEIGHT 18 GA. ANGLE. 3" : 1' -0" 05DA134EODETL H G FITTING ROOM WALL SECTION WALL DETAILS TRIM PROFILES (F.R. AREA) 1 - 1/2" : 1' -0" 05SA134COSECT 3" = 1' -0" O5DA134BODETL C PK OWNER SUPPLIED w _ PREFINISHED HOOK. 6" SHEET METAL BLOCKING SEE DETAIL G/Al2.1 PK 5/8" TYPE 'X' GYP BD O PK PKF 3 n WAINSCOT DETAIL 3' =1' -0' 5/8' TYPE 'X' GYP SD 3 3/4" -1 0 1.1-1 q_; ,BASE DETAIL It SEE 52 /AI3.4 FOR TOP OF WAINSCOT PK CAULK W /WHITE SILICONE PK OWNER SUPPLIED Si PREFINISHED HOOK. � 6" SHEET METAL BLOCKING SEE DETAIL G /Al2.1 PK 3 4 3 5/8" TYPE 'X' GYP BD FOR ALL TRIM PROFILES, SEE DETAIL A/Al2.7 AND A/A13.4 • 3/8" * WAINSCOT DETAIL @ H.C. 3':T -0 B fi TRIM TRIM PK 4" 4 1/2" 5 I PRE- PRIMED MIRROR LENGTH: G6" 3" IPK 1 I 1 /2" PRE - PRIMED DOOR TRIM FITTING ROOM / ALCOVE LENGTH: 108" NOTE: ALL F.R.T. TRIM TO BE PRE - PRIMED BY MANUFACTURER AND PAINTED IN FIELD. FOR ALL FINISHES REFER TO SHEET A05.1 3" TRIM PK 6 I TRIM 511 2" VERTICAL DOOR JAMB SOLID POPLAR WITH PRIMED WHITE FINISH LENGTH: 108" NSI m TRIM PRE -- PRIMED BASE FITTING ROOM / ALCOVE LENGTH: 120" 5" 3 I /8" r/ /7 /,J 2 7/8" PK 7 I DOOR STOP SOLID POPLAR WITH PRIMED WHITE FINISH LENGTH: 108" 4 5/8" PKI PRE - PRIMED WAINSCOT FITTING ROOM / ALCOVE LENGTH: q6" NOTE: TRIMS PKI - PK5 COMBINED MAKE UP WALLCOVERING WC -23 FINISH. REFER TO FINISH SCHEDULE SHEET A00.2. TRIM IPK 5" TRIM IPK 4 S HORIZONTAL DOOR HEADER SOLID POPLAR WITH PRIMED WHITE FINISH LENGTH: 108" 5" PRE - PRIMED TOP OF WAINSC FITTING ROOM / ALCOVE LENGTH: 96" 3" : 1' -0" A SHREMSHOCK ARCHITECTS, INC. 6130 S. S # lR OAD WESTER 614-545415501 a ° = � v7 Z N 3 = I ° O51W - - U = V In c, = 5 O U --. �I- w_gm Q 22 c_ - c� ra a - :..... s a 2ll'ii G WA- � : " N 4 oU W W ' 1- � d W m w H � F s z 5 °z a L. = U CW e_.1 rn a - „ .,, z = 2 ""t; � -,G=C = m C W 2 4 d Q 2 = =°ccW Iaxc ° dr Udce U 0) Tir Z 0 I 'ED ITECT GE .SHREMSHOCK STATE OF WASHINGTON 6923 N �2r W z ° �� a w W W [!1 2 m �_ = 2 r 0 3 = 3 ° W JJ J W = H Q - W x r 1W.1� m O c o w aa �� qk - Vf 0 -' O 20 Q Uf' ° =0 C F fil 0 m o_ I�N O wU J U � I = - S W 0 41 4 I ) ~ N m N E Q ° '� W 2 z z z $ C 4 ° 6 F W WO = 0 W N C 2 U W a: L.J W x _ W 4 r I- aaavlo REQUIRED BY: INDICATES NO REVISION TO THIS SHEET Zaw S �fi co co co O) REVISIONS: DRAWING NUMBER: U Q m - Q2= w O a U o W = w C] WaQ= 0 O - O W a sr yy • S=7 q m O CJ Q FE - r EL- 4 U o ° N O f — 33 n 0 I— a-) acs Y w Q w 0_ cD4C � Y wZm Zp 14 ) 0 0 0 I-- W 1- 0_ 0 Z L � EL ki O W G DATE RECEIVED CITY OF TUKWI! A LLL 2 1 2SO1 Ptrovu I CENTER DATE ISSUED: 12/ 14/2007 DESIGNED BY: ML DRAWN BY: CAB CHECKED BY: RHW PINK FITTING ROOM DETAILS 05DA134AODETL L . 1 -0 CLG. UTIL /BTY /NM (5) SHELVES UTIL /BTY /NM (6) SHELVES I -o CLG. HANGROD (2) SHELVES (3) HANGRODS A -4 HANGROD (2) SHELVES (4) HANGRODS 10 - 0 " CLG. (8) SHELVES 8' SHELVING FOR 10' CEILING HEIGHT (11) SHELVES A_ \ HOSIERY (6) SHELF 10' SHELVING FOR 12' CEILING HEIGHT HOSIERY (8) SHELF 10' -0" CLG. BEAUTY (5) SHELF BEAUTY (6) SHELF 10' -o' CLG. 12' -0" CLG. STARTER AND ADD -ON UNIT AXONOMETRIC GENERAL NOTES A) THESE DETAILS ARE FOR GENERAL INFORMATION ONLY. G.G. TO INSTALL 514ELVING UNITS PER MANUFACTURERS GUIDELINES. 5) ANCHOR UNITS TO 1 X 6 FURRING AT 12' FROM TOP OF FRAME, REFER TO DETAIL J/A14.6. C) TOP AND BOTTOM SHELVES (WHERE APPLICABLE) MUST NEVER BE REMOVED. D) SHELVING UNITS MUST BE STABILIZED. E) ANCHOR UNITS TO FLOOR PER DETAIL D /AI4.6. F) USE RUBBER CAPS AT f1ANGBAR UNITS ON UNUSED NOTCHES TO PROTECT MERCHANDISE. G) UTILITY/BEAUTY SHELVES TO BE INSTALLED NO MORE THAN IS' OR 9 NOTCHES APART PER SHELF. H) ALL SHELF FRAMES, MOUNTING HARDWARE, BRACKETS, HANGRODS, DIAGONAL BRACING, ETC. ARE SUPPLIED 8Y LSD$C - INSTALLED BY G.G. J) G.C. TO READ AND FOLLOW THE INSTALLATION INSTRUCTIONS PROVIDED. NON -SALES SHELVING AND HANGROD NOTES METAL 51-IELF - TYPICAL OF 5, NO BOTTOM 51-1ELF. METAL SHELF - MUST NOT BE REMOVED. METAL SHELF - TYPICAL OF 8, NO BOTTOM SHELF. METAL SHELF - TYPICAL OF 6, NO BOTTOM 51-IELF. METAL SHELF - TYPICAL OF 11, NO BOTTOM SHELF. ATTACH SHELVING UNIT TO WOOD FURRING AT WALL PER DETAIL G /A14.6. 1 1/4" DIAMETER HANGBAR - TYP. OF 3, REFER TO MANUF. INSTALLATION INSTRUCTIONS. 1 1/4" DIAMETER HANGBAR - T'I'P. OF 4, REFER TO MANUF. INSTALLATION INSTRUCTIONS. DIAGONAL CROSS BRACING REQUIRED BETWEEN BACK TO BACK UNITS. REFER TO DETAIL A/A14.6 AND MANUF. INSTALLATION INSTRUCTIONS. FLOOR ANCHORS - REFER TO DETAIL D/A14.6 AND MANUF. INSTALLATION INSTRUCTIONS. UNITS MUST BE 18' CLEAR BELOW SPRINKLER HEADS 05DA141JODETL 2 "x2'x4'LG. ISGA. STEEL ANGLE BRACKETS (2) PER CROSS - MEMBER (TOTAL OF 4). CONNECT TO METAL STUDS AND 6" CROSS- MEMBER/BLOCKING WITH FIVE #12 -14 FASTENERS PER BRACKET #I2 - 14 HILT( KWIK FLEX FASTENERS. (NEED TO FALL WITHIN VERTICAL CENTER OF CROSS - MEMBER) FLAT PANEL MONITOR (SUPPLIED BY OWNER) ON ADJUSTABLE HEIGHT /ANGLE BRACKET. METAL STUD FRAMING (MIN. 22 GA.) ADJUSTABLE 1- IEIGFIT KEYBOARD TRAY (BY OWNER) DEDICATED DUPLEX, SEE ELECTRICAL SHEETS NOTE: G.C. TO INSTALL IN -WALL BLOCKING, POWER, AND DATA ONLY. LSD4C TO SUPPLY AND INSTALL ACES UNIT. DATA, SEE ELECTRICAL SHEETS ACES MOUNTING DETAIL 05DA141HODETL 5/8" GYP.BD OVER 3 5/8" MTL STUDS GYP. BD. WAINSCOT TRIM CAP,TYP 2 "x4" BASE AT OPENING SCREW INTO MTL STUD @ BOTH SIDES TOP MIDDLE AND BOTTOM 5/8" GP.BD TRIM CAP 3/4" MDF BOX ASSEMBLED BY GC * SLID INTO THE FRAMED OPENING MARKETING STORAGE BIN 05DA141GODETL ELEVATION 1 1/2' mg 1' -0' LOOSE PVC TOP CAP 48" A.F.F.0_ EXTENT OF WOOD 1- 1OLDER PVC BOTTOM CAP GLUED IN PLACE 1/4" DIAMETER TIIRU BOLT WI TOGGLE (TYP. OF 2) PAN HEAD SCREWS TO SECURE STRAP 3/4" x 2" POPLAR PLYWOOD TRIM SCREWED TO 2 x 4 METAL STRAP (TYP. OF 2) G.G. MUST PROVIDE AND ATTACH A LABEL (WITH CLEAR TAPE) STATING: THIS TUBE CONTAINS STORE DRAWINGS AND IS NOT TO BE REMOVED WITHOUT NE CONSENT OF THE STORE MANAGER. THANK YOU. N.T.S. GYP. BD. PLAN SECTION UPON COMPLETION OF PROJECT, GENERAL CONTRACTOR MUST RUN A NEW SET OF BLUEPRINTS OF THE COMPLETED STORE DRAWINGS (ARCHITECTURAL, MECHANICAL, ELECTRICAL, STRUCTURAL) AND PLACE INTO PLAN TUBE HOLDER CONSTRUCTED BY THE GENERAL CONTRACTOR. PLAN TUBE HOLDER G.C. TO INSTALL WOOD OR PLASTIC SCREEN MOULDING ON EXPOSED END GRAIN EDGES. 2 X 4 WOOD STUD PLATFORM / 3' - q' G.C. TO SUPPLY * INSTALL 14EAVY DUTY (200L5) WHEEL CASTERS ORGANIZER 15 TO BE CONSTRUCTED IN FIELD BY G.G. USING 3/4" A.G. FIR PLYWOOD AND SCREWS. USING LEFT -OVER CARPET SCRAPS, G.G. 15 TO CUT AND GLUE PIECES IN ALL BIN BOTTOMS. SCREEN MOLDING ON ALL EXPOSED EDGES HARDWARE STORAGE BIN STANDARDS & BRACKETS DETAILS 05DA141DODETL 05DA141AODETL LAVATORY (2) SHELVES LAVATORY - TAS (2) SHELVES GENERAL NOTES I. ANYTIME HANGROD IS CUT IN FIELD, G.C. MUST DRILL NEW 1-IOLE AT CUT END FOR DROP IN PIN. 2. ACCEPTABLE SUBSTITUTE FOR PLYWOOD IS 3/4" M.D.F. OR 3/4" WHITE MELAMINE WITH BULLNOSE EDGE FRONT AND SIDES. USE FIRE - RETARDANT PLYWOOD IF REQUIRED BY CODE. 3. G.C. TO FURNISH AND INSTALL ALL SHELVES WITH SANDED SURFACES TO PREVENT SNAGGING OF CLOTHES. DO NOT PAINT. 4. ALL SHELF MOUNTING HARDWARE, BRACKETS, HANGRODS, AND WALL STANDARDS ARE SUPPLIED BY LSD$C - INSTALLED BY G.C. 5. NO SUBSTITUTIONS WILL BE PERMITTED ON ANY OF THE MATERIALS OR 1- IARDWARE SPECIFIED IN THESE DETAILS_ MANAGER (3) SHELVES NOTE: WALL STANDARDS MOUNTED AT 24" O.C. (UNLESS OTHERWISE NOTED) 7' -6" CLG. MANAGER (1) SHELF BEAUTY (6I SHELVES UTILITY (3) SHELVES STANDARDS AND BRACKETS CODED NOTES 0 HORIZONTAL 1X6 WOOD FURRING BY G.G. - FURRING IS TO BE SPACED SO THAT THE FURRING IS CENTERED AT EACH TOP (3) HOLES OF NE STANDARD AND AT EVERY OTHER HOLE TO THE BOTTOM OF THE STANDARD. FURRING IS TO BE #2 WHITE PINE W/ MINIMUM KNOTS SPACED NO CLOSER THAN 18" APART. 16" DEEP SHELF W/ 16' SHELF BRACKET 12" DEEP SHELF W/ 12' SHELF BRACKET 20" DEEP SHELF W/ 18" SHELF BRACKET TO SUPPORT VIDEO RECORDING EQUIPMENT AND MONITOR 514ELF BRACKETS AND HOLD -DOWN CLIPS (2 PER BRACKET) 12" LONG HANGROD BRACKET WITH CUP ADAPTOR, HANGRQD, AND END CAPS HANGROD BRACKET DIRECTLY BELOW SHELF BRACKET -, MUST BE INSTALLED PRIOR TO FASTENING MOUNTING CLIPS TO SHELVES ON BRACKETS ABOVE �8 WALL STANDARDS - G.G. TO CUT TO LENGTH * INSTALL TO THE FURRING STRIPS, SEE DTL J /A14.7. CI WALL STANDARDS - G.C. TO CUT TO LENGTH AND INSTALL TO SOLID IN -WALL BLOCKING. USE #I4 x 2' LONG STEEL COUNTERSUNK WOOD SCREWS IN EVERY SCREW HOLE IN THE WALL STANDARD. 10 BLOCKING NOTE: G.C. IS TO LOCATE (2) 16 GA. METAL STUDS @ 24" O.C. CENTERED BEHIND W.G. FOR ATTACHING WALL STANDARDS. ADD MORE STUDS AS NEEDED TO ENSURE ADEQUATE BLOCKING FOR WALL STANDARDS IN MANAGER'S OFFICE. SHREMSHOCK,ARCHITECTS, INC. 6130 S. $ , R ROAD WESTER I Q.81 614 -545 I— U w D 0 6923 Q W Q: W aQW W Q a 7 Or N � d O � W U U d m w v� z c Q p o Z ) (j �N4N 3 � 4 � E W E m s = a a W g a iiz'N P. W k yAW H W j 3�,a :Ice''''-4°'73L : i'Di: a m q w C• -: V Y w y w � 4 d = O H p . CO ::4- Q q u4 C I 4 a p a � 0 0 py�y ��G a q�U S? H W; A S wg a m y °cc 0 aw o_ CU U 0) Nix 0 U, 0 GERALI SHREMSHOCK STATE OF WASHINGTON REQUIRED BY: ' INDICATES NO REVISION TO THIS SHEET a GC W I— Z W I- 0 03 r13 W op CI I —cn �. L I N 4 4. ter � q Ow REVISIONS: t�rvv DRAWING NUMBER: 1 n -- Q C N La E V U Z a m � W p , ? a i g k 4�z C� V7a- _g s W 1.-. d O W U V z O d Q o U ]1c ., g W = 4 Q om ° 'T' V q 2 T 6 d � 6 n o cf ; RE W C W 4 ° zazci � �ov � x� � � LLa H w p C W U = F? O W r � 4 V 1 W 2 1 W n I- --= -m pa Q =� CO o Wya3 ca�O zg C Z Z CO 44 d o Q z F 3 p o 0 2 = � U y W � W a a C W W Z C CO C2ft W 7-a Ub C) i�yw =Q i - v= a rnv W aa rQaQ C)-4. wCO RECEIVED CITY OF T1 WWII A LLB 21 ?OD7 Ptrlivil CENTER STOCKROOM SHELVING ASSEMBLY N N Ln N a I-- Z 0 O W 1=- 0 CD Ne w w Q W"%ft, w _ Z CD Z E N D a a Z cf)w w Ca o W< M< 0 in o O i 13- Pt) w Ow V) co CA v) 0 i DATE DATE ISSUED: 12/14/2007 DESIGNED BY: ML DRAWN BY: CAB CHECKED BY: RHW 15" OR 18 0 15" OR 18 SHELVING FIXED ENDS CROSS BRACING IS REQUIRED EXCEPT ON IS" SHELVING 30" OR 36" 3 - HANG LEVEL - 8' HIGH CROSS BRACING IS REQUIRED EXCEPT ON I5' S1- IELVING 30" OR 36" INSTALL (2) PAIR CROSSBRACING EACH END ON 8' HIGH BY 30" WIDE FIXED AND MOBILE UNITS PER MANUFACTURER'S INSTALLATION MANUAL HANGROD LOCATION (TYPICAL) INSTALL (1) PAIR CROSSBRACING EACH END ON 5' HIGH BY 30" WIDE FIXED AND MOBILE UNITS PER MANUFACTURER'S INSTALLATION MANUAL FOOT BRAKE ASSEMBLY, REFER TO MANUF. INSTALLATION INSTRUCTIONS HANGROD ASSEMBLIES 30" OR 36" 30" OR 36" r n 4 -HANG LEVEL - 10' HIGH CROSS BRACING IS REQUIRED EXCEPT ON IS SHELVING INSTALL (2) PAIR CROSSBRACING EACH END ON 8' 1-IIG1-1 BY 30" WIDE FIXED AND MOBILE UNITS PER MANUFACTURER'S INSTALLATION MANUAL INSTALL (1) PAIR CROSSBRACING EACH END ON 8' HIGH BY 30" WIDE FIXED AND MOBILE UNITS PER MANUFACTURER'S INSTALLATION MANUAL FOOT BRAKE ASSEMBLY, REFER TO MANUF. INSTALLATION INSTRUCTIONS FIXED SHELVING FLOOR ANCHOR, REFER TO MANUF. INSTALLATION INSTRUCTIONS 30" OR 36" 1 OD SHELVING MOVABLE ENDS CROSS BRACING IS REQUIRED NOTES: 1. DIAGONAL BRACING SHALL BE ATTACHED WITH TAMPER RESISTANT SCREWS, (ONE WAY HEAD ADD DOUBLE NUT). 2. REFER TO MANUF. INSTALLATION INSTRUCTIONS FOR CROSSBRACING DETAILS AND ATTACHMENT. 30" OR 36" NOTE: DETAILS SHOWN ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. REFER TO MANUF. INSTALLATION INSTRUCTIONS. FIXED & MOVABLE SHELVING - RIVET RACK 05DA142JODETL 0 a 3'-0 7/B" 11 37 -1/2" 49 -1/8" 74 -1/8" X X X 30 -7/8" 30 -7/8" 30 -7/6" MOVABLE MOVABLE MOVABLE MOVABLE STORAGE UNITS (RIVET RACKING) 6 @ 36 -7/6" EACH (MAX.) 0 RIVET (MOVABLE SHELVING W/ FIXED ENDS) 42 -A S -3 42 -A A -3 42 -A A -3 FLEX (FIXED SHELVING) PLANNING GUIDE (REFERENCE ONLY) 1/4" = 1' -0" 2 a 42 -A A -3 1 0 FIXED MOBILE STORAGE UNITS (RIVET RACKING) VARIES 0 1 STANDARDS & BRACKETS 3 AISLE I / I / 7 _ _ 7 I / --, r --- - 7 I /I I / I / / I /I I /I I / I I // I / / I/1 I // I I/ I I/ I I / 1/ 1 1/ I 1/ 1 1/ 1 I / 36 -3/4" 36 -3/4" 48 -3/4" 45 -3/4" 73 -3/4" 73 -3/4" X X X X X X 15 -7/5" 30 -7/8" 15 -7/8" 30 -7/8" 15 -7/8" 30 -7 /5" FIXED FIXED FIXED FIXED FIXED FIXED (A CD a 30 -A I I I FLEX EJIII STANDARDS 4 BRACKETS FIXED STORAGE (FLEX RACKING) Q THE MAX NUMBER OF BASES PER MODULE I5 6. 7 OR MORE WILL REQUIRE 2 AISLES AND 2 SETS OF STOPS. Q THE MINIMUM DISTANCE BETWEEN ANY OBJECT AND SHELVING, STORAGE BINS OR DREAMSTEAMER SHALL 5E A MINIMUM OF 5' -0' CLEAR. Q THE SHELVING AISLE MUST BE AT A MIN OF 3' -0' CLEAR BETWEEN SHELVING BUMPERS TO MEET ADA. 0 USE THE SINGLE FACE FIXED 5HELVING (RIVET RACK) AGAINST WALLS WITHIN THE^ MOVABLE BASE SYSTEM. Q USE THE DOUBLE FACE FIXED SHELVING (RIVET RACK) OR 30" DEEP SHELVING (RIVET RACK) BETWEEN MODULES OF MOVABLE SHELVING, OR AT THE ENDS WHERE WERE ARE NO WALLS. ALLOW 2 SPACE BETWEEN THE MOVABLE SYSTEM m AND WE WALL, COLUMN, OR OUTERMOST OBSTRUCTION. Q USE WALL STANDARDS AND BRACKETS AS REQUIRED FOR LAYOUT. Q INSTALL ANTI -TIP TRACK PER MANUFACTURER'S GUIDELINES. LOCATE AT WALL FOR SINGLE ROW UNITS AND LOCATE AT CENTER FOR DOUBLE Row UNITS. Q INSTALL CROSSBRACING ON ALL MOVABLE UNITS PER MANUF. INSTALLATION INSTRUCTIONS. tp FLEX UNTIS AT WALL - REFER TO DETAIL J/A14.6 FOR ATTACHMENT TO WALL FURRING STRIPS AND D /A14.6 FOR FLOOR ATTACHMENT. 11 RIVET FIXED UNITS - REFER TO DETAIL A/A14.7 FOR ATTACHMENT TO WALL FURRING STRIPS D/A14.7 FOR FLOOR ATTACHMENT. 0 RIVETED FIXED UNITS - REFER TO DETAIL E/A14.7 FOR ATTACHMENT TO FLOOR. ATTACH TO FLOOR ON ALL FOUR CORNERS. ATTACH TO WALL ONLY IF IT DOES INTERFER WITH ANTI -TIP BARS. O3 'V' TRACK CUT TO LENGTH AS REQUIRED. t•t ENDS OF TRACKS SHALL BE FLUSH WITH END FIXED SHELVING UNITS. 1/2" = 1' -0" 3 7/8" (BMPR TO BMPR) 2 -6 7/8 Pfd 3" BUMPERS (TIP. 4) ATTACHED TO SHELVING UPRIGHT 7' - 0" A.F.F. MOBILE SHELVING CARRIAGE ENLARGED PLAN NOTE: DETAILS SHOWN ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. REFER TO MANUF. INSTALLATION INSTRUCTIONS. SHELVING LAYOUT GUIDELINES N.T.S. 05DA142CODETL C RLEO CODE COMPLIANCE AFPROVED ppgg '7 2b Ct Of Dal Li-wl.„ SHREMSHOCK 6130 S. S. WESTERV.( _ 614 -545 NMI Q� • INDICATES NO REMISION TO THIS SHEET 1 ARC HITECTS, INC. OAD Y ; a �:rrn x N 2- . z z W � W m�x� r O $ = ° W y � c : ,,, I:9 a W C O U' q W 6 4 m H P y O W of o O ¢ ? C o C a � W Z CS o ° O m r El' za �i W Z ° : W g d ° W W r N y m W 4 y W a_ 4 F- E 4 � °p� C0 xo4 CC °y2 W z y 2 = zy C? { ! 4 � R W 44 m � ? 1/7 K :::: = � V W W W U W ° V W a C W 2 0 0.. a= a S U W Z 4 W I- - (- ° Cw x ° W 4 o- 0 4F -Va�W � av� o REVISIONS: REQUIRED BY_ • ce Q W 1-- Z Juyw ....• LU L— Ho w w Z (odor .< re) w cc a. ®. N CD VI co co op w 2 1 2 :37 PhritviI i CENTER DRAWING NUMBER: N a o z o r 2 W 6 V wit° El 4 V d W N = W z ' a � o a 4 - V U o W a - 1 -- Q o W V ¢ N J E L: W 2 y c 2 Q 4 a c2 �- y y e, ER F.- a U W Fi U a E = F = z ~ C ° 4 V U ° :4 4 O 2 C o 0 ! J4y N O UoCWCC V Q N ti� p V c� L1 wio W RUC !iR d °��yVl� 4 57 Y W : W b Q ~ ! ° U y : V1 p T of Ja � ~ y a 33p F - C U 4 f � ti W z r(W/1 V O?L La 8i=- CO.= W th L RECEIVED r1'N nF TI Ik1Ntt STOCKROOM SHELVING ASSEMBLY n N N a w Z C Z E_ u) a a a DATE DATE ISSUED: 12/14/2007 DESIGNED BY: ML DRAWN BY: CAB CHECKED BY: RHW -. _ NOT USED NOT USED NOT USED NOT USED S R P N NOT USED FLEX SHELVING UNITS SHELF 5I -IOWN CUT AWAY FOR CLARITY AT INTERMEDIATE LOCATIONS, INSTALL THE 14 G. ANGLE BELOW THE TOP SHELF AND SECURE TO UPRIGHTS W/ (I) TAMPER PROOF #IO x 5/8 INCH SELF TAPPING SCREW AT EACH END AND SECURE TO SHELF ABOVE W/ (1) TAMPER PROOF #10 x 5/8 INCH SELF TAPPING SCREW AT EACH END NOTE: G.C. 15 TO INSTALL BRACING AND FURRING STRIPS FOR SHELVING UNITS. 514ELVING UNITS SHOWN ARE FOR REFERENCE ONLY. ASSEMBLY FOR 514ELVING UNITS ARE PER MANUFACTURE'S INSTRUCTIONS. INTERMEDIATE OVERHEAD DETAIL 1 "_1' -O" 053A146L00HIN M L ATTACH STEEL ANGLE TO EACH UPRIGHT POST AT END ROWS W/ (1) #10 x 5/8" SELF TAP SCREWS AT EA. END 14 GA. STEEL ANGLE, LENGTH SHALL BE VERIFIED IN THE FIELD. 18" WIDE FLEX SHELVING, TYP. NOTE: G.G. IS TO INSTALL BRACING AND FURRING STRIPS FOR SHELVING UNITS. SHELVING UNITS SHOWN ARE FOR REFERENCE ONLY. ASSEMBLY FOR SHELVING UNITS ARE PER MANUFACTURE'S INSTRUCTIONS. C FLEX UPRIGHT POST OVERHEAD END DETAIL NOTE: G.C. IS TO INSTALL BRACING AND FURRING STRIPS FOR SHELVING UNITS. SHELVING UNITS SHOWN ARE FOR REFERENCE ONLY. ASSEMBLY FOR SHELVING UNITS ARE PER MANUFACTURE'S INSTRUCTIONS. WHEN WALL 15 CONCRETE BLOCK, ATTACH FURRING TO CONCRETE W/ I -IILTI 1-IT HY20 1/2' DIA. x 6" EMBEDMENT tv16 STAGGERED 51-1ELF AND STRINGER SHOWN CUT AWAY FOR CLARITY U- CHANNEL. UPRIGHT POST CUT -AWAY FOR CLARITY ATTACH SHELVING UPRIGHT POSTS TO 1x6 F.R.T. WOOD FURRING W/ (2) #I2 x 2" LONG STEEL HEX HEAD SCREWS. (DRYWALL SCREWS ARE NOT ACCEPTABLE) 1 X 6 FURRING STRIP AT WALL FOR SECURING SHELVING. ATTACH FURRING TO WALL STUDS W/ (3) #12 x 2 -1/2" LONG STEEL SCREWS. ALIGN SCREWS WITH WALL STUDS W/ MAXIMUM SPACING OF 16" O.C. (DRYWALL SCREWS ARE NOT ACCEPTABLE) FURRING ATTACHMENT DETAIL 1" =1' -0" 053A146KOOHED 1 "-1' -O" 053A146JOFURR K J NOT USED H 0 0 0 0 0 0 FREESTANDING SHELVES - ANCHOR EACH POST TO THE FLOOR WITH 1/4 ANCHOR PER DETAIL ABOVE. 0 5HELVES AT WA - ANCHOR EACH POST TO 114E FLOOR WITH 1/4" ANCHOR PER DETAIL ABOVE. ANCHOR WITH 14" DIA. HILTI KwIK BOLT II WITH 2" EMBEDMENT LONG "KWIK BOLT" ANCHORS. STRINGER UPRIGHT FLOOR ANCHOR CLIP FITS INTO LOWEST UPRIGHT TAB 16 GAUGE FLOOR ANCHOR FRONT CONCRETE ANCHOR LOCATION IN FLOOR NOTE: G.C. IS TO INSTALL BRACING AND FURRING STRIPS FOR SHELVING UNITS. SHELVING UNITS SHOWN ARE FOR REFERENCE ONLY. ASSEMBLY FOR SHELVING UNITS ARE PER MANUFACTURE'S INSTRUCTIONS- SIDE FLOOR ANCHOR DETAIL 1 1/2 "=1' -O" 05DA146DOANCH PARTITION OR WALL ATTACH 514ELVING TO WALL AT EACH UPRIGHT - SEE DETAIL J /AI4.6 OVERHEAD ANTI -TIP ANGLES - LOCATE AT END OF ROWS, SEE DETAIL K/AI4.6 ADD ADDITIONAL OVER14EAD ANGLES AT EVERY OTHER INTERMEDIATE UPRIGHT. ANGLE TO BE PLACE BENEATH TOP SHELF AND SECURED TO UPRIGHT AND SHELF. REFER TO DETAIL L/AI4.6 FLEX SHELVING UNITS D D 1--1 0 - REFER TO DETAIL D/A14.6 FOR UPRIGHT POST ATTACHMENT AT FLOOR INSTALL CROSSBRACING AT ALL BACK TO BACK UNITS. CROSSBRACING FROM BOTTOM SHELF TO 4' -O" ABOVE BOTTOM SHELF. ATTACH BRACING W/ TAMPER RESISTANT PROOF SCREWS Y '4 CODE COMPLIANCE APPROVED JAN ? 200IJ City Of Tukwila P . a ! DING DIVISION NOTE: G.C. 15 TO INSTALL BRACING AND FURRING STRIPS FOR SHELVING UNITS. SHELVING UNITS SHOWN ARE FOR REFERENCE ONLY. ASSEMBLY FOR SHELVING UNITS ARE PER MANUFACTURE'S INSTRUCTIONS. i OVERHEAD BRACING ISOMETRIC NTS 053A146A0OHBR D A SHREMSHOCK ARCHITECTS, INC. 6130 S. UNW ROAD WESTERN O 1 614 -54545 0) 0 two 0 QI ECT GERALD .SHREMSHOCK STATE OF WASHINGTON 6923 REQUIRED BY: CD C 1 AR * INDICATES NO REVISION TO THIS SHEET > - 2 • Z W 0 W �p�2 Z 1 Q 0 W = 0 W a L w ; 1 2Q� L i h U w U p Z O U • - pi_ W 0 0 0 - - W U U d o ¢"CI (,U0.V1 • W • Y C N7g • 0 LU 2_ 17 $ w O O o I W W X00 ce V1 ==U W W h • a h W= Fa 05 8 j f �. co co Co REVISIONS: DRAWING NUMBER: HECEIVED CITY OF TIJKWI! A �„21 HiO7 PbrtiviI CENTER DATE ISSUED: 12/14/2007 DESIGNED BY: M L DRAWN BY: CAB CHECKED BY: RHW FLEX RACK SHELVING DTLS f N N N 0 DATE L. J \ PARTICLE BOARD SHELVING, REFER TO NOTES ON DETAIL A/A14.2 FOR ACCEPTABLE SUBSTITUTIONS 514ELF DEPTH VARIES REFER TO SPECIFIC DETAIL CLIP CORNER (TYP. TO ALL OUTSIDE ENDS) 1/2" QUARTER ROUND ROUTED EDGE ON PARTICLE BOARD. SHELF PLAN VIEW SHELF END VIEW PARTICLE 5I- IELVING 6Y G.C. - 1/2' QUARTER ROUND ROUTED EDGE ON PARTICLE BOARD AT ALL EXPOSED EDGES . SCREW CLIPS TO BOTH SHELF AND BRACKET (2 EA. SIDE) CAPITOL #2051 BRACKET w/ #2041 SCREW -ON SHELF CLIPS FOR ALL NON -SALES SHELVES (BRACKET /CLIP BY OWNER) USE: 2 CLIPS I4 ", 16' AND 24' SHELF NOTE: WOOD SHELVES TO RUN CONTINUOUS ALONG WALLS AND AT INSIDE- CORNERS G.C. TO PROVIDE 1.400D SUPPORT SPLICES AT ALL SEAMS (KEEP SHELF TOPS FLUSH) NON -SALES SHELVING DETAILS STANDARDS & BRACKETS SECTION 1 1/2 " -1' -O" O5DA147SOSHLF '1 1 1/2" :1' -0" O5SA147NOSTNB S N 1 x 6, #2 WHITE PINE FURRING W/ MINIMUM KNOTS NO CLOSER THAN 15" APART WALL STANDARD SINK SCREWS FLUSH WITH BUT NOT LOWER THAN THE SURFACE OF THE FURRING. INSTALL WASHERS AT SCREWS WHERE FURRING IS SOFT WALL STA 1 x 6 FURRING (USE FIRE - RETARDANT FURRING WHERE REQUIRED BY CODE) WIRE MESH • • • G. /L. OF STUDS (MAX. 16' O.C.) PLANS DARDS USE (3) EQUALLY SPACED #12 x 2 -1/2" LONG STEEL SCREWS. COUNTER SINK SCREWS FLUSH W/ FURRING BUT NO LOWER THAN THE SURFACE OF THE FURRING. ALIGN SCREWS W/ WALL STUDS W/ MAX. SPACING OF 16" O.C. (DRYWALL SCREWS ARE NOT ACCEPTABLE) USE #14 FLATHEAD STEEL WOOD SCREW 2" LONG IN EA. HOLE THAT ALIGNS WITH A RUN OF FURRING (TYPICALLY 6 SCREWS PER STANDARD) �1 Ms- O1 WALL FURRING DETAIL STANDARDS & BRACKETS SECTION 1 1/2" =1' -0" 05DA147MOFURR M C4 VARIES C4 a CM (6) ROWS OF 1- IORIZ. 1 x 6 FRT #2 WHITE PINE WOOD FURRING (Ni MINIMUM KNOTS N CLOSER THAN I$'), INSTALLED BY G.C. TO (3) ROWS ARE TO BE CENTERED ON THE TOP (3) HOLES OF THE STANDARDS. ALL OTHER FURRING SHALL BE CENTERED EVER OTHER STANDARD HOLE REFER TO SHEET A14.1 TO DETERMINE IF MOUNTING DETAIL J OR N APPLIES OR IF BOTH APPLY AND FOR DESIGN LAYOUT OF BRACKETS VARI ES a _ 1 0 c4 a M (7) ROWS OF I- IORIZ. I x 6 FRT #2 WHITE PINE WOOD FURRING (W/ MINIMUM KNOTS NO CLOSER THAN 18 "), INSTALLED BY G.G. TOP (3) ROWS ARE TO BE CENTERED ON THE TOP (3) HOLES OF THE STANDARDS. ALL OTHER FURRING SHALL BE CENTERED EVERY OTHER STANDARD HOLE REFER TO SWEET A14.1 TO DETERMINE IF MOUNTING DETAIL J OR N APPLIES OR IF BOTH APPLY AND FOR DESIGN LAYOUT OF BRACKETS 1 1/2 "_1' -0" 05SA147JOSTNB J NOT USED SCALE • Af-4 . IA. NOT USED NOT USED RIVET RACK - ANCHOR DETAIL SCALE • SCALE 053DA147EOANCH H F 0 C 0 0 1/4' DIA. KW I K BOLT 11 (HILTI) WITH 2" EMBEDMENT 1/4 -20 LOCK NUT 1/4 WASHER 14 GA. ANCHOR CLIP 0 SHELVES AT WALL - ANCHOR EACH POST TO THE FLOOR WITH 1/4" ANCHOR PER DETAIL BELOW. , u CONCRETE ANCHOR LOCATION IN FLOOR 0 0 0 0 0 C 0 FREESTANDING SHELVES - ANCHOR EACH POST TO THE FLOOR WITH ANCHOR PER DETAIL BELOW. NOTE: G.C. 15 TO INSTALL BRACING AND FURRING STRIPS FOR SHELVING UNITS. SHELVING UNITS SHOWN ARE FOR REFERENCE ONLY. ASSEMBLY FOR SHELVING UNITS ARE PER MANUFACTURE'S INSTRUCTIONS. PARTICLE BOARD SHELF SHELF SUPPORT "L' OR "T" POST 1/4 -20 x 1" BOLT E NOTE: G.C. IS TO INSTALL BRACING AND FURRING STRIPS FOR SHELVING UNITS. SHELVING UNITS SHOWN ARE FOR REFERENCE ONLY. ASSEMBLY FOR SHELVING UNITS ARE PER MANUFACTURE'S INSTRUCTIONS. COUNTER SINK FURRING SCREWS FLUSH WITI -I BUT NOT LONER THAN THE SURFACE OF THE FURRING. ALSO INSTALL WASHERS WITH TI-IE SCREWS WHERE EVER FURRING WOOD IS DETERMINED TO BE SOFT. 1 X 6 FURRING STRIP AT WALL FOR SECURING SHELVING. ATTACH FURRING TO WALL STUDS W/ (3) #I2 x 2 -1/2" LONG STEEL SCREWS. ALIGN SCREWS WITH WALL STUDS Ni MAXIMUM SPACING OF 16' O.C. (DRYWALL SCREWS ARE NOT ACCEPTABLE) EVERY "L' OR 'T" POST AT WALL SHALL BE ATTACHED TO FURRING STRIP W/ (2) #12 x 2" LONG STEEL HEX HEAD SCREWS. (DRYWALL SCREWS ARE NOT ACCEPTABLE) 1 .1 i. RIVET RACK - FURRING ATTACHMENT r - - NOT USED r—leZ7Vi,fkit'5 FOR WC L: COMPLIANCE APFR.OVED 9AM „ ' 1 ti C ty Of Tuts- la D Taac DD s A , . NOT USED RIVET RACK - FIXED AT WALL 3 "_1' -0" 053A147DOFURR SCALE SCALE WHEN WALL IS CONCRETE BLOCK, ATTACH FURRING TO CONCRETE W/ HILTI HIT HY20 1/2' DIA. x 6" EMBEDMENT @16 'O.C. STAGGERED NOTE: G.C. IS TO INSTALL BRACING AND FURRING STRIPS FOR SHELVING UNITS. SHELVING UNITS SHOWN ARE FOR REFERENCE ONLY. ASSEMBLY FOR SHELVING UNITS ARE PER MANUFACTURE'S INSTRUCTIONS. 6 16' OR 120' HIGH FIXED SHELVING UNIT G.C. TO MOUNT 14 F.R.T. WOOD FURRING TO EVERY WALL STUD TO SECURE SHELVING UNITS, REFER TO DETAIL D /A14.7 FOR ATTACHMENT ATTACH EVERY 'L" OR 'T' UPRIGHT POSTS THAT ARE LOCATED AGAINST A WALL TO 1x6 F.R.T. FURRING, REFER TO DETAIL D /A14.7 4 .1 „_ it,- 1 " -1'_0” 053A147AOFURR D C B A SHREMSHOCK 6130 S. WESTERV, 614 -545 (3) 441 a Lc) 0 REGID . A' P' TECT GE S. SHREMSHOCK STATE OF WASHINGTON 6923 W 0 7-M REQUIRED BY: ' INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 1 ARCHITECTS, INC. ROAD 8.1 REVISIONS: co co co VI C (W RFC;FIVF1l CITY OF TUKWI!. LL.; L I LA/ Ptrsivii I CENTER DRAWING NUMBER: N N N 0 12/14/2007 ML CAB RHW STOCK ROOM SHELVING DETAILS DATE SECTION 095323 - STEEL SUSPENDED CEILING AND SOFFIT FRAMING I.01 COMPONENTS, GENERAL: A. COMPLY WITH ASTM C 754 FOR CONDITIONS INDICATED. B. TIE WIRE: ASTM A 641/A 64111, CLASS 1 ZINC COATING, SOFT TEMPER, 0.0625 INCH DIAMETER WIRE, OR DOUBLE STRAND OF 0.0475 INCH DIAMETER WIRE. C. HANGER ATTACHMENTS TO CONCRETE: AS FOLLOWS: I. ANCHORS: FABRICATED FROM CORROSION- RESISTANT MATERIALS WITH HOLES OR LOOPS FOR ATTACHING HANGER WIRES AND CAPABLE OF SUSTAINING, WITHOUT FAILURE, A LOAD EQUAL TO 5 TIMES THAT IMPOSED BY CONSTRUCTION AS DETERMINED BY TESTING ACCORDING TO ASTM E 488 BY A QUALIFIED TESTING INDEPENDENT TESTING AGENCY. D. MANGERS: AS FOLLOWS: I. WIRE I- (ANGERS: ASTM A 641/A 641M, CLASS 1 ZINC COATING, SOFT TEMPER, 0.162 INCH DIAMETER. 2. ROD HANGERS: ASTM A 510, MILD CARBON STEEL. a. DIAMETER: 1/4 INCH. b. PROTECTIVE COATING: ASTM A 153/A 153M, HOT -DIP GALVANIZED. 3. FLAT HANGERS: COMMERCIAL -STEEL SHEET, ASTM A 653/A 653M, G40, HOT -DIP GALVANIZED. a. SIZE: I BY 3/16 INCH BY LENGTH INDICATED. 4. ANGLE HANGERS: ASTM A 653/A 653M, G60, HOT •DIP GALVANIZED COMMERCIAL -STEEL SHEET. E. CARRYING CHANNELS: COLD - ROLLED, COMMERCIAL -STEEL SHEET WITH A BASE METAL THICKNESS OF 0.0538 INCH, A MINIMUM 1/2 INCH WIDE FLANGE, WITH ASTM A653 /A 653M, G40, HOT -DIP GALVANIZED ZINC COATING. F. FURRING CHANNELS (FURRING MEMBERS): COMMERCIAL -STEEL SHEET WITH ASTM A 653/A 65311, G40, 140 -DIP GALVANIZED ZINC COATING. I. HAT - SHAPED, RIGID FURRING CHANNELS: ASTM A 645, 7/8 INCH DEEP, WITH MINIMUM BASE METAL THICKNESS OF 0.0179 INCH. L02 INSTALLATION A. SUSPEND CEILING HANGERS FROM BUILDING STRUCTURE AS FOLLOWS: I. INSTALL HANGERS PLUMB AND FREE FROM CONTACT WITH INSULATION OR OTHER OBJECTS WITHIN WE CEILING PLENUM THAT ARE NOT PART OF SUPPORTING STRUCTURAL OR CEILING SUSPENSION SYSTEM. SPLAY HANGERS ONLY WHERE REQUIRED TO MI55 OBSTRUCTIONS AND OFFSET RESULTING HORIZONTAL FORCES BY BRACING, COUNTERSPLAYING, OR OTHER EQUALLY EFFECTIVE METHODS. 2. WHERE WIDTH OF DUCTS AND OTHER CONSTRUCTION WITHIN CEILING PLENUM PRODUCES HANGER SPACINGS THAT INTERFERE WITH THE LOCATION OF HANGERS REQUIRED TO SUPPORT STANDARD SUSPENSION SYSTEM MEMBERS, INSTALL SUPPLEMENTAL SUSPENSION MEMBERS AND HANGERS IN FORM OF TRAPEZES OR EQUIVALENT DEVICES. SIZE SUPPLEMENTAL SUSPENSION MEMBERS AND HANGERS TO SUPPORT CEILING LOADS WITHIN PERFORMANCE LIMITS ESTABLISHED BY REFERENCED STANDARDS 3. SECURE WIRE HANGERS BY LOOPING AND WIRE- TYING, EITHER DIRECTLY TO STRUCTURES OR TO INSERTS, EYESCREWS, OR OTHER DEVICES AND FASTENERS THAT ARE SECURE AND APPROPRIATE FOR SUBSTRATE, AND IN A MANNER THAT WILL NOT CAUSE THEM TO DETERIORATE OR OTHERWISE FAIL. 4. SECURE ROD OR FLAT HANGERS TO STRUCTURE, INCLUDING INTERMEDIATE FRAMING MEMBERS, BY ATTACHING TO INSERTS, EYESCREWS, OR OTHER DEVICES AND FASTENERS THAT ARE SECURE AND APPROPRIATE FOR STRUCTURE AND HANGER, AND IN A MANNER THAT WILL NOT CAUSE HANGERS TO DETERIORATE OR OTHERWISE FAIL. 5. DO NOT SUPPORT CEILINGS DIRECTLY FROM PERMANENT METAL FORMS. FURNISH CAST -IN -PLACE HANGER INSERTS THAT EXTEND THROUGH FORMS. 6. DO NOT ATTACH HANGERS TO STEEL DECK TABS. 7. DO NOT ATTACH HANGERS TO STEM ROOF DECK. ATTACH HANGERS TO STRUCTURAL MEMBERS. 6. DO NOT CONNECT OR SUSPEND STEEL FRAMING FROM DUCTS, PIPES OR CONDUIT_ B. INSTALLATION TOLERANCES: I. INSTALL STEEL FRAMING COMPONENTS FOR SUSPENDED CEILINGS 50 MEMBERS FOR PANEL ATTACHMENT ARE LEVEL TO WITH I/8 INCH IN 12 FEET MEASURED LENGTHWISE ON EACH MEMBER AND TRANSVERSELY BETWEEN PARALLEL MEMBERS. C. SWAY -BRACE SUSPENDED STEEL FRAMING WITH HANGERS USED FOR SUPPORT. D. WIRE -TIE FURRING CHANNELS TO SUPPORTS E. INSTALL SUSPENDED STEEL FRAMING COMPONENTS IN SIZES AND SPACES INDICATED, BUT NOT LESS THAN THAT REQUIRED BY THE REFERENCED STEEL FRAMING AND INSTALLATION STANDARDS. I. WIRE HANGERS: 48 INCHES O.C. 2. CARRYING CHANNELS (MAIN RUNNERS): 48 INCHES O.C. 3. FURRING CHANNELS (FURRING MEMBERS): 16 INCHES O.C. SECTION 096429 - WOOD STRIP FLOORING A. GENERAL: PROVIDE SHOP FINISHED PRE - ENGINEERED WOOD STRIP FLOORING ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. SUBMITTALS: FURNISH MANUFACTURER'S LITERATURE AND SAMPLES OF WOOD FLOORING AND EXPOSED ACCESSORIES, INCLUDING FINISH. C. PROJECT CONDITIONS: PRIOR TO INSTALLATION OF ANY FLOORING, GC MUST ENSURE THAT THE JOBSITE AND SUB -FLOOR MEET THE REQUIREMENTS OF THE FOLLOWING INSTRUCTION. 1. G.C. TO PERFORM MOISTURE TEST ON ALL CONCRETE FLOORS AS DIRECTED BY NWFA AND INSTALL BOSTIK MVP4 VAPOR BARRIER. MOISTURE CONTENT OF WOOD SUB -FLOOR MUST NOT EXCEED in AND CONCRETE MOISTURE CONTENT MUST NOT EXCEED 3LBS. 2. ALL WORK INVOLVING WATER OR MOISTURE SHOULD BE COMPLETED BEFORE FLOOR INSTALLATION. 3. ROOM TEMPERATURE AND HUMIDITY OR INSTALLATION AREA SHOULD BE CONSISTENT WITH NORMAL, YEAR -ROUND LIVING CONDITIONS FOR AT LEAST A WEEK BEFORE INSTALLATION. ROOM TEMPERATURE OF 60 TO 70 DEGREE F AND HUMIDITY RANGE OF 40 TO 60% IS RECOMMENDED. 4. G.C. TO STORE ASI FLOORING AT INSTALLATION SITE FOR 72 HOURS BEFORE INSTALLATION TO ALLOW FLOORING TO ADJUST TO ROOM TEMPERATURE AND HUMIDITY. DO NOT STORE DIRECTLY ON CONCRETE OR NEAR OUTSIDE WALLS. THIS FLOORING MAY NOT BE ACCEPTABLE FOR FULL BATHROOM INSTALLATIONS BECAUSE OF MOISTURE ASSOCIATED WITH SUCH LOCATIONS. D. MANUFACTURERS: PERMAGRAIN E. WOOD: AS INDICATED ON DRAWINGS, TONGUE AND GROOVED EDGES WITH SHOP APPLIED ACRYLIC IMPREGNATED FINISH INTENDED FOR DIRECT ADHESIVE APPLICATION TO CONCRETE. F. ADHESIVE: TYPE AS RECOMMENDED BY MANUFACTURER TO ENSURE MAXIMUM DURABILITY OVER TIME; NONTOXIC, WATERPROOF TYPE SUITABLE FOR FLOORING, SUBSTRATE, AND ACCEPTABLE TO APPLICABLE AUTHORITIES. G.MOISTURE VAPOR PROTECTION: BOSTIK MVP4 MOISTURE BARRIER; ONE -PART, TROW APPLIED, ELASTOMERIC, MOISTURE CURE URETHANE MEMBRANE. APPLY WITH 3/16" X 5/32" V- NOTCH TROWEL IS RECOMMENDED. H. SUBFLOOR FILLER: PREMIX LATEX REQUIRING WATER ONLY TO PRODUCE CEMENTITIOUS PASTE. I. DIVIDER STRIPS: TYPE AS INDICATED, AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF EDGE STRIPS WHERE NOT OTHERWISE INDICATED. J. PREPARATION: BROOM CLEAN SUBSTRATE SURFACE AND ENSURE FLOOR SURFACE 15 SMOOTH AND FLAT TO PLUS OR MINUS 1/8" PER 6' -0 ", FREE OF OIL, GREASE, DUST AND FOREIGN SUBSTANCE. USE LATEX FILLER TO PATCH CRACKS AND SMALL HOLES, AND FOR MINOR LEVELING. I. GRIND CONCRETE WHERE RIDGES AND IRREGULARITIES PROVIDE UNSATISFACTORY SUBSTRATE FOR WOOD STRIP FLOORING. K. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTION FOR DIRECT APPLICATION OF WOOD STRIP FLOORING OVER CONCRETE. I. PROVIDE AT LEAST 1/2" EXPANSI SPACE BETWEEN FLOORING AND ALL WALLS AND VERTICAL OBJECTS. 2. ENSURE JOINTS OF WOOD FLOORING ARE IN LINE; ENSURE FULL ADHESIVE CONTACT FOR PERMANENT BOND TO SUBSTRATE. 3. LAY FLOORING SYMMETRICAL ABOUT ROOM CENTER LINE; FIT NEATLY TO VERTICAL INTERRUPTIONS. INSTALL LENGTHS OF FLOORING RANDOMLY SO THAT NO MORE THAN (2) CONTINUOUS BOARDS ARE OF THE SAME LENGTH. ENSURE ALL JOINTS BETWEEN ADJACENT BOARDS ARE RANDOMLY STAGGERED AND NO JOINTS ARE CONTINUOUS AND ARE MINIMUM 12" APART. 4. PROVIDE DIVIDER STRIPS AT CENTERLINE OF DOOR OPENINGS AND WHERE FLOORING TERMINATES WITH TILE OR OTHER FLOOR FINISHES. a. DIVIDER STRIPS MANUFACTURER: MANHATTAN AMERICAN TERRAllO STRIP COMPANY P.O BOX 12433 OLD 421 ROAD STALE7, NORTH CAROLINA 27355 (336)622 -4247; FAX: (336) 622 -4160 matsns@aoi.cam 5. PROVIDE MAXIMUM 1:12 SLOPE WHERE FINISHED FLOOR SURFACE CHANGES LEVEL BETWEEN WOOD FLOORING AND ADJACENT FLOORING. SYSTEM WITH TION 096516 - RESILIENT SHEET FLOORING A. B. SUB AN C. PR VA ALKALINITY, CA D. VINYL SHEET F TYPE II, GRADE MANUFACTURER'S FULL I. MANUFA CTURERS: A FLOOR P 2. FLAMMABILITY: E. INTEGRAL BASE AND FINISHED METAL TOP EDGE STRI FROM MANUFACTURERS FULL RANGE. F. EDGE STRIPS AND ACCESSORIES: RUBBER FLOORING. G. SUBFLOOR FILLER: WHITE PREM ._ ' LATEX SOLID SURFACE FOR LEVELI FINISHES. USE MATERIAL CA - : •F FLOOR WITHOUT SPALLI H. PRIMERS AND ADHESI MANUFACTURER FO E I. SEALER AND .- R AND LOCATION. J. PREPARAT PREPA HOL K. INSTA INSTAL = • I ADHESI JOINTS NFO ERAL: PROVIDE RESILIENT SHEET FLOORING WITH ACCESSORIES AS REQUIR E FINISHED INSTALLATION. ALS: FURNISH PRODUCT DATA AND SAMPLES OF EACH TYPE OF • r ' D PA SELECTED AND EACH TYPE OF EXPOSED INTEGRAL BAS PROJECT • DITIONS: ENSURE FLOOR SURFACES ARE SMOOTH AND H VARIATION • 8' IN 10' -O "; ENSURE CONCRETE FLOORS ARE DRY D I •NIZING AND DUSTING. •• G: NOMINAL 0.080' THICK VINYL SHEET I A.; • AS INDICATED, AS SELECTED T y GE OF COLORS WHERE NOT 0 I E ' STRONG (1.800.442.4212 , LON L PRODUCTS. (1. 458.4664) 0.45 WA SQ.CM. OR �� AS ACCESSORIES: PRO • E MAN • ,,' RAMP I EING APPLIE NONTOXIC TYPES ATERIAL AND APPLICATION. ENDED BY FLOORING MANUFA TO ASTM F710 AND MANUFACTURER'S RE SUBFLOOR RIDGES AND BUMPS; FILL LOW SP 5 WITH SUBFLOOR FILLER. FLY WITH FLOORING AND BASE MANUFACTURER RECOMM INSTRUCTIONS; SET FLOORING IN PLACE, PRESS WITH HEAVY RO RISE TO WALLS, COLUMNS, AND OTHER APPURTENANCES TO PRODU LAY FLOORING WITH MINIMUM SEAMS WITH PATTEN PARALLEL TO BUILDING LIN PRODUCE SYMMETRICAL PATTERN; TERMINATE RESILIENT FLOORING AT CENTERL OF DOOR OPENINGS WHERE ADJACENT FLOOR FINISH IS SI55IMILAR; INSTALL EDGE r •' • • IMUM NEGATIVE TO FS L -F -475, FROM DILATED. .800.832.7111), OR VPI E648. STANDARD COVE SUPPORT STRIPS ORS AS SELECTED BY ARCHITECT L EDGE STRIPS MATCHING RESILIENT R T PASTE DESIGNED FOR PROVIDING THIN OF SUBSURFACE TO ADJACENT FLOOR ND FEATHERED OUT TO ADJACENT RECOMMENDED BY FLOORING RER FOR MATERIAL TYPE ENDATIDNS FOR CRACKS, JOINTS, ATIONS AND ER FOR FULL TIGHT TO • • • • r, • • IPS AT UNPROTECTED OR EXPOSED EDGES. : PROVIDE INTEGRAL COV TRIP; DING COY L. INTEGRAL FILLER AND METAL T LINES, WITH TIGHTLY BUTT AVAILABLE, MINIMUM 4 M. WAXING: CLEAN, 5 RECOMMENDATIONS N. CLEANIN • •`V . Ike I I JOIN T STRIP OR WITH FLOOR E LONGEST TOP EDGE PIECES H MANUFACTURER'S • • OOR IN ACCORD EXCESS ADHESIVE FROM FLOOR, BASE AND WALL SURF SECTION 096519 - RESILIENT TILE FLOORING A. GENERAL: PROVIDE RESILIENT TILE FLOORING SYSTEM AND RESILIENT BASE, WITH ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. SUBMITTALS: FURNISH PRODUCT DATA AND SAMPLES OF EACH TYPE OF FLOORING AND BASE COLOR AND PATTERN SELECTED. C. PROJECT CONDITIONS: ENSURE FLOOR SURFACES ARE SMOOTH AND FLAT WITH MAXIMUM VARIATION OF 1 /8" IN 10' -0 "; ENSURE CONCRETE FLOORS ARE DRY AND EXHIBIT NEGATIVE ALKALINITY, CARBONIZING AND DUSTING. D. RESILIENT TILE: 12" BY 12" BY 1/8' THICK; VINYL COMPOSITION TILE CONFORMING TO ASTM F1066, COMPOSITION 1; COLOR AND PATTERN AS INDICATED, AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF COLORS AND PATTERNS WHERE NOT OTHERWISE INDICATED. I. MANUFACTURERS: ARMSTRONG WORLD INDUSTRIES (1.800.442.4212), INC.; AZROCK INDUSTRIES, INC.; TARKETT INC (1.500.877.8453) 2. FLAMMABILITY: PROVIDE MATERIALS TESTED UNDER ASTM E648, FLOORING RADIANT PANEL TEST, WITH RESULTS OF 0.45 WATTS /CM2 OR HIGHER 3. SLIP RESISTANCE: PROVIDE MATERIALS TESTED UNDER ASTM D2047, JAMES SLIP TEST WITH MINIMUM 0.6 RATING FOR FLOORS. E. RESILIENT BASE: FS SS -W -40, 1/8" GAGE COVED BASE AT HARD FLOOR SURFACES, STRAIGHT (TOP SET) BASE AT CARPET; PROVIDE MOLDED END STOPS AND EXTERNAL CORNERS. I. MANUFACTURERS: ARMSTRONG (1.800.442.4212), AZROCK, OR TARKETT, VINYL BASE. (1.800.877.8453) 2. HEIGHT: 4" UNLESS OTHERWISE INDICATED. 3. COLOR: AS INDICATED ON FINISH SCHEDULE. F. EDGE STRIPS AND ACCESSORIES: RUBBER OR VINYL EDGE STRIPS MATCHING RESILIENT FLOORING; LATEX - MODIFIED PORTLAND CEMENT BASED UNDERLAYMENT AND PATCHING COMPOUND; NONTOXIC WATER RESISTANT TYPE ADHESIVES. G. SUBFLOOR FILLER: WHITE PREMIXED LATEX- CEMENT PASTE DESIGNED FOR PROVIDING THIN SOLID SURFACE FOR LEVELING AND MINOR RAMPING OF SUBSURFACE TO ADJACENT FLOOR FINISHES; MATERIAL CAPABLE OF BEING APPLIED AND FEATHERED OUT TO ADJACENT FLOOR WITHOUT SPALLING. H. PRIMERS AND ADHESIVES: WATERPROOF NONTOXIC TYPES AS RECOMMENDED BY FLOOR IN INSTALL MINIMUM 1/2 TILE AT ROOM AND AREA PERIMETER; TERMINATE RESILIENT FLOORING AT CENTERLINE OF DOOR OPENINGS WHERE ADJACENT FLOOR FINISH 15 DISSIMILAR; INSTALL EDGE STRIPS AT UNPROTECTED AND EXPOSED EDGES WHERE FLOORING TERMINATES. I. SEALER AND WAX: TYPE RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIAL TYPE AND LOCATION. J. PREPARATION: CONFORM TO MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION AND WITH ASTM F710; REMOVE SUBFLOOR RIDGES AND BUMPS; FILL LAW SPOTS, CRACKS, JOINTS, HOLES AND DEFECTS WITH SUBFLOOR FILLER. K. FLOORING INSTALLATION: CONFORM TO MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS; SET FLOORING IN PLACE, PRESS WITH HEAVY ROLLER TO ENSURE FULL ADHESION; SCRIBE FLOORING TO WALLS, COLUMNS, AND OTHER APPURTENANCES, TO PRODUCE TIGHT JOINTS. 1. INSTALL MINIMUM 1/2 TILE AT ROOM AND AREA PERIMETER; TERMINATE RESILIENT FLOORING AT CENTERLINE OF DOOR OPENINGS WHERE ADJACENT FLOOR FINISH IS DISSIMILAR; INSTALL EDGE STCONSULT WITH ARCHITECT FOR FLOOR PATTERN DESIRED IN EACH AREA. 2. CONSULT WITH ARCHITECT FOR FLOOR PATTERN DESIRED IN EACH AREA. L. BASE INSTALLATION: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS; APPLY TO WALLS, COLUMNS, PILASTERS, CASEWORK, AND OTHER PERMANENT FIXTURES IN ROOMS AND AREAS WHERE BASE IS REQUIRED.CONSULT WITH ARCHITECT FOR FLOOR MITER INTERNAL CORNERS; USE PREMOLD£D SECTIONS FOR EXTERNAL CORNERS AND EXPOSED ENDS; SCRIBE AND FIT TO DOOR FRAMES AND OTHER OBSTRUCTIONS. I. MITER INTERNAL CORNERS; USE PRITIOLDED SECTIONS FOR EXTERNAL CORNERS AND EXPOSED ENDS; SCRIBE AND FIT TO DOOR FRAMES AND OTHER OBSTRUCTIONS. M. EDGE STRIPS: INSTALL WHERE EDGE OF TILE WOULD OTHERWISE BE EXPOSED; BUTT TO FLOORING WITHOUT GAPS; SET IN ADHESIVE. N. CLEANING: CLEAN, SEAL AND WAX FLOOR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SECTION 096800 - CARPETING A. GENERAL: INSTALL OWNER FURNISHED CARPET; PROVIDE CARPET ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. STANDARDS: COMPLY WITH CARPET AND RUG INSTITUTE (CRI) STANDARDS. I. FLAMMABILITY: 0.45 WATTS /SQ.CM. OR HIGHER, ASTM E648. C. SUBMITTALS: SUBMIT REQUIRED QUANTITIES, SEAM DIAGRAMS, METHOD OF JOINING SEAMS, DIRECTION OF CARPET, TYPE OF ADHESIVE TO BE USED, METHOD OF INTEGRATING EDGE STRIPS, PRODUCT DATA, AND SAMPLES. D. INSTALLER QUALIFICATIONS: APPROVED BY CARPET MANUFACTURER; UPON REQUEST, SUBMIT LETTER FROM CARPET MANUFACTURER STATING INSTALLER IS ACCEPTABLE. E. OWNER FURNISHED UNLESS OTHERWISE INDICATED. F. ADHESIVE: NONTOXIC TYPE RECOMMENDED BY CARPET AND UNDERLAY MANUFACTURERS TO SUIT APPLICATION AND EXPECTED SERVICE. G. LEVELING AND RAMPING MATERIAL: LATEX - CEMENT MATERIAL DESIGNED FOR PROVIDING THIN SOLID SURFACE FOR LEVELING AND MINOR RAMPING OF SUBSURFACE TO ADJACENT FLOOR FINISHES. USE MATERIAL CAPABLE OF BEING APPLIED AND FEATHERED OUT TO ADJACENT FLOOR WITHOUT SPALLING. H. EDGE STRIPS: VINYL OR RUBBER; MANUFACTURER'S STANDARD COLORS AS SELECTED. I. PREPARATION: CLEAN FLOORS OF DUST, DIRT, SOLVENTS, OIL, GREASE, PAINT, PLASTER AND OTHER SUBSTANCES DETRIMENTAL TO PROPER PERFORMANCE OF ADHESIVE AND CARPET; ALLOW FLOORS TO THOROUGHLY DRY. I. USE LEVELING AND RAMPING MATERIAL TO PATCH CRACKS, SMALL HOLES, LEVELING AND FOR RAMPING TO PROVIDE FINISHED CARPET WITHIN 1/2" OF ADJACENT FLOORING MATERIALS. J. CARPET INSTALLATION: INSTALL CARPET IN ACCORDANCE WITH CARPET MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. I. PRIME SUBSTRATE IF REQUIRED AND AS RECOMMENDED BY MANUFACTURER; SPREAD ADHESIVE IN QUANTITY RECOMMENDED BY MANUFACTURER TO ENSURE PROPER ADHESION OVER FULL AREA OF INSTALLATION. 2. APPLY ONLY ENOUGH ADHESIVE TO PERMIT PROPER ADHESION OF CARPET BEFORE INITIAL SET. K. EDGING STRIPS: INSTALL IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS L. CARPET SHIELDS: G.C. TO PROVIDE CARPET SHIELD TO PROTECT CARPET IMMEDIATELY AFTER CARPET INSTALLATION: SURFACE SHIELD INC., (800) 913 -5667 SECTION 097216 - VINYL - COATED FABRIC WALL COVERINGS A. GENERAL: PROVIDE PREFINISHED GLASS FIBER REINFORCED POLYESTER RESIN FABRICATED WALL PANELS, WITH TRIM PIECES AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION B. SUBMITTALS: FURNISH PRODUCT DATA AND SAMPLES OF EACH TYPE OF WALL COVERING. C. MAINTENANCE INSTRUCTIONS: FURNISH MANUFACTURER'S RECOMMENDED CLEANING MATERIALS AND APPLICATION METHODS, INCLUDING PRECAUTIONS IN USE OF CLEANING MATERIALS WHICH MAY BE DETRIMENTAL TO SURFACES. D. MANUFACTURERS: AS INDICATED ON FINISH SCHEDULE. E. TYPES: AS INDICATED ON FINISH SCHEDULE. F. ADHESIVE: NONTOXIC TYPE RECOMMENDED BY WALL COVERING MANUFACTURER TO SUIT APPLICATION. G. PROVIDE NON- STAINING, NON -TOXIC RELEASE COAT PRIMER AS RECOMMENDED BY WALL COVERING MANUFACTURER. H. PROVIDE PRIMER WHICH ALLOWS REMOVAL OF WALL COVERING FROM GYPSUM BOARD WITHOUT DAMAGING PAPER FACING OF BOARD, AND WITHOUT PREMATURE SEPARATION OF WALL COVERING FROM WALL. I. EXAMINATION: ENSURE SURFACES TO RECEIVE WALL COVERING ARE CLEAN, TRUE AND FREE OF IRREGULARITIES, DO NOT COMMENCE WITH WORK UNTIL SURFACES ARE SATISFACTORY.ENSURE WALL SURFACE FLATNESS TOLERANCE DOES NOT VARY MORE THAN 1/8" IN 10' -0", NOR VARY AT A RATE GREATER THAN 1/16" PER RUNNING FOOT. PREPARATION: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS; FILL NICKS, GOUGES AND OTHER MINOR IMPERFECTIONS OF SUBSTRATES WITH LATEX FILLER; SAND SMOOTH, FLUSH WITH SURFACE; APPLY PRIME COAT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. J. APPLICATION: HANDLE AND APPLY WALL COVERING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS; MIX AND APPLY ADHESIVE IN ACCORDANCE WITH ADHESIVE MANUFACTURER'S RECOMMENDATIONS. I. USE PANELS IN EXACT ORDER AS CUT FROM ROLLS; USE ROLLS IN CONSECUTIVE ORDER AS NUMBERED BY MANUFACTURER. 2. HORIZONTAL SEAMS AND CUTTING AT CORNERS ARE NOT ACCEPTABLE; CUT NO CLOSER THAN 2' OF AN INSIDE CORNER, AND NOT CLOSER THAN 6" OF AN OUTSIDE CORNER. 3. FILL SPACES ABOVE AND BELOW WINDOWS, DOORS, AND SIMILAR AREAS IN SEQUENCE FROM ROLL. SECTION 097716.16 - RIGID-SHEET VINYL WALL COVERINGS (F.R.P. PANELS) A. GENERAL: PROVIDE PREFIN!SHED GLASS FIBER REINFORCED POLYESTER RESIN FABRICATED WALL PANELS, WITH TRIM PIECES AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. B. MANUFACTURERS: KEMLITE COMPANY / KEMLITE FIRE -X GLASBORD PLUS, SEQUENTIA, SET. INC. /STRUCTOGLAS PYRO PANL SYSTEM (1.815.467.8600), OR NUDO PRODUCTS, INC. /FIBER -LITE PANELS, CLASS (1.217.528.5636) C. PANELS: FIBERGLASS REINFORCED PLASTIC (FRP) PANEL SYSTEM; NOMINAL 4090" THICKNESS; WHITE. 1. FIRE- RATING: CLASS I (UL CLASS A), MAXIMUM 25 FLAME SPREAD, 450 SMOKE DENSITY BASED ON ASTM E84. INSTALLATION. D. TRIM PIECES: MANUFACTURER'S STANDARD MATCHING MOLDINGS AND TRIM PIECES AS REQUIRED FOR COMPLETE, FINISHED INSTALLATION, AND AS REQUIRED FOR JOINTS, CORNERS AND PANEL EDGES. E. ADHESIVE: MANUFACTURER'S RECOMMENDED NONTOXIC, WATERPROOF ADHESIVE SUITABLE FOR SUBSTRATES INDICATED. F. PRIMER; PROVIDE NON- STAINING RELEASE COAT PRIMER AS RECOMMENDED BY WALL PANEL MANUFACTURER WHERE PANELS ARE APPLIED TO GYPSUM BOARD. G. MECHANICAL FASTENERS: CONCEALED TYPE ONLY; TYPES AS RECOMMENDED BY SYSTEM MANUFACTURER. H. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE REQUIREMENTS FOR FIRE RATINGS. COPE AND MITER TRIM PIECES_ INSTALL PANELS IN MAXIMUM SIZE INCREMENTS AVAILABLE. 1. INSTALL WALL PANELING BEFORE INSTALLATION OF PLUMBING, BASES, HARDWARE, AND SIMILAR ACCESSORIES. 2. SECURELY ADHERE PANELS TO WALL SURFACES; USE BLIND NAILING METHODS AS REQUIRED TO SUPPORT PANELS UNTIL ADHESIVE DRIES; EXPOSED MECHANICAL FASTENERS SHALL NOT HE ACCEPTABLE. REMOVE EXCESS ADHESIVE FROM EDGES; WIPE SEAM CLEAN WITH DRY CLOTH TOWEL SECTION 099000 - PAINTS AND COATINGS A. GENERAL: PROVIDE PAINTING OF EXPOSED ITEMS AND SURFACES NOT PREFINISHED, AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. SURFACES NOT TO BE PAINTED: PREFINISHED ITEMS; CONCEALED AND INACCESSIBLE AREAS, CODE- REQUIRED LABELS. C. STANDARDS: PROVIDE MATERIALS APPROVED FOR USE BY APPLICABLE AIR QUALITY MANAGEMENT DISTRICT FOR LIMITATIONS OF VOLATILE ORGANIC COMPOUNDS FOR ARCHITECTURAL COATINGS D. SUBMITTALS: FURNISH PRODUCT DATA AND SAMPLES. 1. DUPLICATE PAINTED FINISHES OF APPROVED SAMPLES ON ACTUAL WALL SURFACES AND COMPONENTS FOR APPROVAL PRIOR TO COMMENCING WORK. E. DELIVERY: DELIVER MATERIALS F. MANUFACTURERS: BENJAMIN MOORE (330 - 353 - 3850), PPG (6I4- 207- II05), OR SHERWIN- NILLIAMS (614 --472- 2520). G. MATERIAL QUALITY: PROVIDE TOP LINE QUALITY COMMERCIAL GRADE (PROFESSIONAL PAINTER) PAINTS; MATERIALS NOT BEARING MANUFACTURER'S IDENTIFICATION AS A BEST -GRADE PRODUCT SHALL NOT BE ACCEPTABLE. MANUFACTURER SUBSTITUTIONS OF ANY PAINT FINISH WILL NOT BE PERMITTED. 1. PRIMERS: PROVIDE PREMIUM GRADE PRIMERS RECOMMENDED BY PAINT MANUFACTURER FOR SUBSTRATES INDICATED AND FOR FINISH SYSTEMS SPECIFIED. 2. UNDERCOATS AND BARRIER COATS: PROVIDE UNDERCOAT PAINTS PRODUCED BY SAME MANUFACTURER AS FINISH COATS; USE ONLY THINNERS APPROVED BY PAINT MANUFACTURER, AND USE ONLY WITHIN RECOMMENDED LIMITS. 3. UNDERCOATS AND BARRIER COATS: PROVIDE UNDERCOAT PAINTS PRODUCED BY SAME MANUFACTURER AS FINISH COATS; USE ONLY THINNERS APPROVED BY PAINT MANUFACTURER, AND USE ONLY WITHIN RECOMMENDED LIMITS. 4. FINISH COAT COORDINATION: PROVIDE FINISH COATS WHICH ARE COMPATIBLE WITH PRIME PAINTS, UNDERCOATS, AND BARRIER COATS USED. 5. VOLATILE ORGANIC COMPOUNDS: PROVIDE MATERIALS WITH MINIMAL VOLATILE ORGANIC COMPOUNDS (VOC); COMPLY WITH APPLICABLE REGULATIONS. H. COLORS AND FINISHES: PURE, NON- FADING, APPLICABLE TYPES TO SUIT SERVICE INDICATED; NO LEAD CONTENT PERMITTED. 1. PRIOR TO COMMENCEMENT OF PAINTING WORK, ARCHITECT WILL FURNISH COLOR CHIPS FOR SURFACES TO BE PAINTED. I. PREPARATION: PERFORM PREPARATION AND CLEANING PROCEDURES IN ACCORDANCE WITH PAINT MANUFACTURER'S INSTRUCTIONS AND AS SPECIFIED FOR SUBSTRATE CONDITION. 1. EXAMINE AREAS AND CONDITIONS UNDER WHICH PAINTING WORK IS TO BE APPLIED. START OF PAINTING WORK INDICATES ACCEPTANCE OF SURFACES AND CONDITIONS OF SURFACES AND CONDITIONS WITHIN ANY PARTICULAR AREA. 2. REMOVEHARDWARE,ACCE$SOR!ES, AND ITEMS IN PLACE AND NOT TO BE PAINTED, OR PROVIDE PROTECTION PRIOR TO SURFACE PREPARATION AND PAINTING; AFTER PAINTING REINSTALL REMOVED ITEMS. J. APPLICATION: APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS; USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. L APPLY ADDITIONAL COATS NHEN STAINS OR BLEMISHES SHOW THROUGH FINAL COAT, UNTIL PAINT IS A UNIFORM FINISH, COLOR AND APPEARANCE. 2. FINISH DOORS ON TOPS, BOTTOMS AND SIDE EDGES SAME AS FACES. 3. PROVIDE EXTRA ATTENTION TO ASSURE DRY FILM THICKNESS AT CORNERS AND CREVICES IS EQUIVALENT TO THAT OF FLAT SURFACES 4. PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE SAME AS SIMILAR EXPOSED SURFACES; PAINT SURFACES BEHIND PERMANENTLY -FIXED EQU IPMENT AND FURNITURE W ITH PRIME COAT ONLY. 5. PAINT INTERIOR SURFACES OF DUCTS, WHERE VISIBLE THROUGH REGISTERS OR GRILLES, WITH A FLAT, NON - SPECULAR BLACK PAINT. 6. PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH EXPOSED SURFACES. 7. FINISH DOORS ON TOPS, BOTTOMS AND SIDE EDGES SAME AS FACES. B. SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL AND EACH VARNISH COAT. K. SCHEDULING PAINTING: APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, PRETREATED OR PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER PREPARATION. 1. ALLOW TIME BETWEEN SUCCESSIVE COATINGS TO PERMIT PROPER DRYING. DO NOT RECOAT UNTIL PAINT FEELS FIRM AND DOES NOT DEFORM OR FEEL STICKY UNDER MODERATE TI-NUMB PRESSURE. L. MINIMUM COATING THICKNESS: APPLY MATERIALS AT NOT LESS THAN MANUFACTURER'S RECOMMENDED SPREADING RATE, TO ESTABLISH A TOTAL DRY FILM THICKNESS AS RECOMMENDED BY COATING MANUFACTURER. M. PRIME COATS: APPLY TO ITEMS NOT PREVIOUSLY PRIMED; RECOAT PRIMED AND SEALED SURFACES WHERE THERE IS EVIDENCE OF SUCTION SPOTS OR UNSEALED AREAS IN FIRST COAT. N. FINISH COATS: PROVIDE EVEN TEXTURE; LEAVE NO LAPS, IRREGULARITY IN TEXTURE, SKID MARKS, OR OTHER SURFACE IMPERFECTIONS. 0. PAINT SYSTEMS: PROVIDE MINIMUM TWO COAT PLUS PRIMER SYSTEMS. 1. PAINTED METAL: SEMIGLOSS 100% ACRYLIC. 2_ GYPSUM BOARD WALLS: EGGSHELL (SATIN) LATEX EMUGYPSUM BOARD CEILINGS: FLAT LATEX 3. EMULSION 4. TOILET ROOM WALLS AND CEILINGS: SEMIGLOSS ACRYLIC ENAMEL. 5. PAINTED METAL: SEMIGLOSS 100% ACRYLIC. 6. CONCRETE FLOORS: CLEAR PENETRATING SEAL; ONE COAT SYSTEM ACCEPTABLE 7. FLOOR STRIPES: TRAFFIC BEARING, NON -SLIP STRIPE PAINT; ONE COAT SYSTEM ACCEPTABLE. B. COMPLY WITH ASTM D523, REFLECTANCE OF PAINT. P. CLEAN -UP: DURING PROGRESS OF WORK, REMOVE DISCARDED PAINT MATERIALS, RUBBISH, CANS AND RAGS FROM SITE AT END OF EACH WORK DAY. 1. CLEAN GLASS AND PAINT - SPATTERED SURFACES IMMEDIATELY BY PROPER METHODS OF WASHING AND SCRAPING, USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. Q. PROTECTION: PROTECT WORK OF OTHER TRADES, WHETHER TO BE PAINTED OR NOT; CORRECT DAMAGE BY CLEANING, REPAIRING OR REPLACING, AND REPAINTING, AS ACCEPTABLE TO ARCHITECT. 1. PROVIDE "WET PAINT' SIGNS TO PROTECT NEWLY- PAINTED FINISHES. 2. REMOVE TEMPORARY PROTECTIVE WRAPPINGS PROVIDED BY OTHERS FOR PROTECTION OF THEIR WORK, AFTER COMPLETION OF PAINTING OPERATIONS. R. AT COMPLETION OF WORK OF OTHER TRADES, TOUCH -UP AND RESTORE DAMAGED SURFACES OR DEFACED PAINTED SURFACES. SECTION 102613 - CORNER GUARDS A. GENERAL: INSTALL STAINLESS STEEL * CLEAR CORNER GUARDS WITH ATTACHMENT DEVICES AND ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. MANUFACTURERS: AMERICAN DISPENSER/599, BOBRICK/B633 (1.800.272.1600), BRADLEY /991 (1.800.272.3539) OR PARKER/NO. 7. CLEAR CORNER GUARD: OUTWATER PLASTIC INDUSTRIES INC. #CG -17 -8 (1.600.631.8375) C. STAINLESS STEEL UNITS WITH SATIN FINISH, 3 -1/2' X 3 -1/2' X 40 HIGH CORNER GUARDS; MINIMUM 18 GAGE. PAINT GRIP FINISH AT SALES FLOOR. D. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS. SECTION 102813 - TOILET ACCESSORIES A. GENERAL: PROVIDE TOILET ACCESSORIES AS REQU IRED FOR COMPLETE FINISHED INSTALLATION. B. CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING ACCESS FOR PERSONS WITH DISABILITIES. C. MANUFACTURERS: BOBRICK, BRADLEY, KOHLER, AND AMERICAN DRYER D. ACCESSORIES AS INDICATED ON DRAWINGS; PROVIDE GRAB BARS WITH CONCEALED MOUNTING, SIZES AND SHAPES AS INDICATED AND AS REQUIRED BY APPLICABLE CODES AND REGULATIONS. E. MATERIALS: STAINLESS STEEL, ASTM A666, COMMERCIAL GRADE, TYPE 302/304, NUMBER 4 SATIN FINISH, SATIN CHROME ACCEPTABLE WHERE STAINLESS STEEL 15 NOT AVAILABLE FOR ACCESSORY ITEM SCHEDULED; GAGES AS STANDARD WITH MANUFACTURER OF SPECIFIED ITEMS 1. FASTENERS, SCREWS, AND BOLTS: HOT DIP GALVANIZED; AS RECOMMENDED BY ACCESSORY MANUFACTURER FOR COMPONENT AND SUBSTRATE. 2. CONCEALED SURFACES: PRETREAT AND CLEAN, SPRAY APPLY ONE COAT PRIMER AND BAKED ENAMEL FINISH. F. EQUIPMENT 1. CLOTHES HOOK: KOHLER 'MEMOIRS' K -492 (1.800.4x56.4537.) 2. RECESSED WALL MOUNTED WASTE RECEPTACLE: BRADLEY #3251 (PUBLIC RESTROOMS ONLY) (1.800.272.3539) 3. ELECTRIC HAND DRYER: AMERICAN DRYER MODEL #DR10TN (1.800.485.7003.) 4. TOILET PAPER HOLDER (NON - PUBLIC RESTROOMS): BOBRICK #B -685 (1.800.272.1600) 5. TOILET PAPER HOLDER (PUBLIC RESTROOMS): a_ MEN'S: DUAL ROLL TOILET PAPER DISPENSER, BRADLEY #5124 (1.800.272.3539) b. WOMEN'S: COMBINATION TOILET PAPER DISPENSER AND NAPKIN DISPOSAL, BRADLEY #5942 (1.800.272.35399) 6. MOP HOLDER: BOBRICK FRICTION TYPE #5 -223 (1.800.272.1600) 7. HOSE HOLDER: ANY MANUFACTURER / SUPPLIER G. FABRICATION: WELD AND GRIND SMOOTH JOINTS OF FABRICATED COMPONENTS; FORM EXPOSED SURFACES FROM ONE SHEET OF STOCK, FREE OF JOINTS. 1. FABRICATE UNITS WITH TIGHT SEAMS AND JOINTS, EXPOSED EDGES ROLLED; HANG DOORS AND ACCESS PANELS WITH CONTINUOUS PIANO HINGES; PROVIDE CONCEALED ANCHORAGE WHERE POSSIBLE. 2. PROVIDE STEEL ANCHOR PLATES AND ANCHOR COMPONENTS FOR INSTALLATION. 3. FORM SURFACES FLAT WITHOUT DISTORTION; MAINTAIN FLAT SURFACES WITHOUT SCRATCHES AND WITHOUT DENTS; FINISH EXPOSED EDGES EASED, FREE OF SHARP EDGES WHERE POTENTIAL EXISTS FOR PHYSICAL CONTACT. 4. HOT DIP GALVANIZE FERROUS METAL ANCHORS AND FASTENING DEVICES. 5. SHOP ASSEMBLE COMPONENTS; PACKAGE COMPLETE WITH ANCHORS AND FITTINGS. H. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE CODES AND REGULATIONS. SECTION 105100 - LOCKERS A. GENERAL: INSTALL OWNER FURNISHED METAL LOCKERS; PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION B. INSTALLATION: INSTALL LOCKERS IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS, SECURE, PLUMB, LEVEL, SQUARE, AND IN LINE. 1. BOLT ADJOINING LOCKER UNITS TOGETHER AND ATTACH TO THE WALL W/ 1/4" TEK SCREWS (TOP AND BOTT.) AT 24' O.C. TO PROVIDE RIGID INSTALLATION. 2. INSTALL METAL BASES, END PANELS, AND FILLER PANELS TO CLOSE OFF OPENINGS AND AS REQUIRED FOR COMPLETE INSTALLATION. SECTION 105626 - MOBILE STORAGE SHELVING A. GENERAL: INSTALL OWNER FURNISHED MOVABLE COMPACT STORAGE SYSTEM; PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. EXAMINATION: EXAMINE SUBSTRATES AND CONDITIONS UNDER WHICH COMPACTED STORAGE SYSTEM IS TO BE INSTALLED. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. C. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION I NSTRUCTIONS. 1. INSTALL UNITS AND ACCESSORIES AT LOCATIONS SHOWN IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS, LEVEL, PLUMB, SECURE AND AT PROPER HEIGHT. 2. INSTALLATION TO BE SUPERVISED BY FACTORY TRAINED PERSONNEL; MANUFACTURER REPRESENTATIVE TO MAKE PERIODIC SITE INSPECTIONS OF INSTALLATION WHILE IN PROGRESS. D. CLEANING: CLEAN UNITS AND REPAIR OR REPLACE DAMAGED UNITS AS DIRECTED BY ARCHITECT. TOUCH -UP MARRED FINISHES OR REPLACE COMPONENT PARTS AS NECESSARY TO ELIMINATE EVIDENCE OF DAMAGE OR DETERIORATION. E. PROTECTION: PROVIDE PROTECTION FOR INSTALLED SYSTEM TO ENSURE PERFECT OPERATING CONDITION WITHOUT DAMAGE AT COMPLETION OF PROJECT. ION 107313 - AWNINGS H. M I L LS/SUNBRELLA (1.336. DEW RESISTAN RE- G FINISH B. DESIGN RE WITHSTAND SURFACE W C. SUBMITTALS: FABRIC AND OF FRAME F D. FABRIC: PROVIDE GLEN PIGMENTED MODACRYLIC FIBER, TO BE SELECTED BY ARCHITECT 1. GRAPHICS: PROVIDE SILKSCREEN 2. FABRICATE FABRIC COVER TO FIT ON FACE OF AWNINGS; SEAMS OF AWNINGS. PROVIDE • -TYPE REQUIRED. E. FRAME STRUCTURE: G.C. T BUILT BY THE MANUF FRAME MAY BE JOI FASTENER DOES F. ACCESSORIES: G. INSTALLATION: INSTR 5. A. L: PROVIDE AWNINGS AND FRAMES WITH ACCESSORIES AS REQUIRED FO STALLATION. • ' EMENTS: FABRICATE AND INSTALL FRAME STRUCTURE CAP LNG IMUM 20 PSF WIND LOAD ACTING INWARD OR OUT • N NTH • i MEMBERS DEFLECTING NOT GREATER THAN =•. FURNI • DRAWINGS, MANUFACTURER'S LIT S. WITH AWNING RICATED AND DELIVE AL SLEEVING AND EXTERNAL PH THROUGH FABRIC. REQUIRED FOR COMPLETE SECURE AWNING I WITH MANUFACTURER RECOMMENDATIONS AND INS FRAME STRUCTURE PLUMB, LEVEL, AND SECURELY ANCHORED TO UCTION. STALL FABRIC COVER OVER FRAME STRUCTURE, AND SECURELY FASTEN TO STRUCTURE. ADJUST FABRIC COVER TO ENSURE STRAIGHTNESS OF SEAM AND TIGHTNESS AROUND FRAME; WRINKLES AND SAG SHALL NOT BE ACCEPTABLE. • • SAMPLES OF "FIRESIST' 9.15 OZ./Y1E2 DILATED ON DRAWINGS. MING. MINIMIZE NUMBER OF SEAMS METRICALLY LOCATED RELATIVE TO FACE D- STITCH TOP AND SIDE SEAMS AS FACTURER FOR FRAMES TO FOR FIELD INSTALLATION. TENING, PROVIDED ALLATION. TION RIG • • , DANT TREATED, IN COLOR DIVISION 11 - EQUIPMENT (NOT USED) D SECTION A. GENERAL: URINAL COORDINAT E 1. 000 B. CODES AND ACCESS F C. SUBMITTALS: D. MANUFACTURERS: E. TYPE: FL OOR MOUNTED T 1. FIN( MAN F. PILASTER STEEL. G. ATTACHMENTS, SCREWS AND BOLTS: EXTRUDED ALUMINUM BRACKETS. H. HARDWARE: MANUFACTURER'S STANDARD 1. NON - FERROUS CAST PIVOT HINGES, POSITIONING. 2. SLIDE LATCH; DOOR STRIKE AND 3. COAT HOOK/BUMPER: CAST ALLOY CH 4. WALL BUMPER: CAST ALLOY • LL DOORS. 5. PULLS: COMPLY WITH DISABILITIES. I I. INTERNAL REINFORCEMENT HARDWARE AND FITTIN WASHROOM ACCESSOR J. PREPARATION: IV DIMENSIONS AFFECTING 1. ENSURE FIXTU DIS K. INST INSTALLET BETWEEN 1. ADJ 2 L. CL RECT ISION 10 - SPECIALTIES 113.13 - METAL TOILET COMPARTMENTS TAINLE R T ROVIDE FLOOR MOUNTED METAL TOILET COMPARTMENTS AND WALL •UNT S WITH ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED - TM TOILET ACCESSORIES. WORD ► E WITH TOILET ACCESSORIES REGU • TIONS: COMPLY WITH STATE AND FEDERAL REQU OR PE • WITH DISABILITIES. SUBMIT - • DUCT DATA, SHOP DRAWINGS, AND S • �" E5 SAN AL, GLOBAL, OR FLUSH METAL. • ET PARTITIONS AND WALL MOU S4: STANDARD = • ED ENAMEL FINISH COLOR MANUFACTURER'S FULL , NE OF COLORS. SHOES: 3" HIGH; ASTM 666, TYPE 302/304, N ". 55 _, .;T 2r E NTED S FOR PROVI NTERNAL REINFORCEME TIONS OF REINFORCEMEN NDITIONS TO WHICH WORK IS TO B WORK. PACING AND SIZE OF PLUMBING FIXTURES; T ARTMENTS INDICATED TO BE DESIGNED FOR P 0 ASSURE CLEARANCES COMPLYING WITH ACCESS REG ALL UNITS IN ACCORDANCE WITH MANUFACTURER RECOMM TRUCTIONS, SECURE, PLUMB, LEVEL, AND SQUARE; LEAVE 1/2" I PANELS AND END PILASTERS. T HINGES TO LOCATE DOORS IN PARTIAL OPEN POSITION WHEN UNLATC ADJUST HINGES TO RETURN DOORS TO CLOSED POSITION AT STALLS IGNED FOR USE BY PERSONS WITH DISABILITIES. ANCHOR URINAL SCREEN PANELS TO WALLS WITH TWO PANEL BRACKETS. ING: FIELD TOUCH -UP OF SCRATCHES AND DEFACED FINISHES WILL NOT BE PERMITTED; LACE DAMAGED, SCRATCHED AND MARRED DEFECTIVE MATERIALS WITH NEW, UNDAMAGED ATERIALS; REMOVE PROTECTIVE MASKINGS; CLEAN SURFACES FREE OF OIL AND IMPERFECTIONS. OR ENSURING SCREENS. BY ARCHITECT FROM (SHED FINISH; STAINLESS PER PROOF TYPE; HEAVY DUTY D OR SIMILAR FINISH. E, ADJUSTABLE FOR DOOR CLOSE ITM RUBBER BUMPER. TED COMBINATION UNIT. BHER BUMPER FOR OUTSWINGING PPLIED; TAKE SITE ION; G ACCESS FOR PERSONS WITH IN AREAS OF ATTACHED FOR PARTITION MOUNTED SPECIAL NOTE OF NS WITH TIONS. ATIONS AND PACE U. N 12 - FURNISI -INGS FF MATS TYPE FLOOR F MA D SECTION 12480 - A. GENERAL: PROVIDE ENTRY AND ACCESSORIES AS REQUIRED F • B. CODES AND REGULATIONS: COMPLY WIT ACCESS FOR PERSONS WITH D • •ILITIES. C. MANUFACTURERS: C/S GR':_- NST S. WER PO LOOP ENTRANCE CA WITH EXTRUDED ALUMINUM F OOR FINISH. Y WITH MANUFACTURER RECOMMENDATIONS AND APPLIC D. HEAVY DENIER PO Y WITH NON -5 •.t OFMATWI : ►.�• E. • TION: 1.4 ALUMINUM FRAMES LLATION. ERAL REQUIREMENTS FOR ENSURING TRANCE CARPETING. 50 OZ FACE WEIGHT AND OR FLUSH MOUNTING CODES ilt.I r .� 0 4 pye;'��u".. CD-l v ss4 EV I?Oh SHREMSHOCK ARCHITECTS, INC. 6130 S. S OAD WESTER F 1 614 -545 6923 } ° cp REG! R • ECT GERALOiSHHEMSHOCK STATE OF WASHINGTON Lu REQUIRED BY: 0 • INDICATES NO REVISION TO THIS SHEET 1 a aD CO fY '0 W a) Z Um T �... o w J W aM V) CO V) REVISIONS: D ! DRAWING NUMBER: 4 C W ¢ C R C ._-O C C) C7 G � � W 7- .7.2 N W n 4 ° W a ° a V { w,j y -6v:1- 6 W � � a N "=„1-' 4 r 2 m r 0 W 2 z S ao C74 a =g U 4 ,. W U C p z ��� c 3 p W Z T I c ° y, '.., iic H "'� _ o 4 a t y ° - Q Ca ° 2 r lL SC () (4 Q r W = N - 4 LJ = Q _ i o W W m U I- C r 2 • W Vl � r • ' - 4 • ' I r '1 7 t- .. I I_ ', U r tn ivu 1 Gtr n lzF{ N N u7 N 0 0") Z N 0 0 0 •• W W -) CL 0 H 0_ W Z 0 0 . 0 ( V7 C J RECEIVED CiiY u 1- I UKVUII DATE DATE ISSUED: 1 2/ 14/2007 DESIGNED BY: ML DRAWN BY: NAW CHECKED BY: RHW SPECIFICATIONS 1 CODED NOTES: 0 1-195 4x4x1/4 COLUMN- SEE G /502.1 FOR BASE PLATE DETAIL. ® 1-155 12x6x5/16 BEAM ® DBL 10" DP, 16 GA BEAM WITH 3 5/8 18 GA TRACK TOP * BOTTOM DBL 12" DP, 16 GA BEAM WITH 3 5/8 ", 18 GA TRACK TOP $ BOTTOM. (PROVIDE 14 GA WEB STIFFENER AT ALL BEAM BEARING POINTS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.) #12 SCREW @ 12 "c /c #12 SCREW @ 12 "c /c ® NOT USED ® BUILT -UP BOX COLUMN - DBL 3 5/8" DP, 18 GA STUDS WITH 3 5/8 ", 18 GA TRACK, EA SIDE. ATTACH BOX COLUMN TO BEAM PER DETAIL C /503.1 UNLESS NOTED. 412 SCREW @ 12 11 c /c, TYP CODED NOTES N.T.S. J STRUCTURAL NOTES: A. CONTROLLING BUILDING CODE: INTERNATIONAL BUILDING CODE, 2006 SEISMIC DESIGN CATEGORY "D" 8. LIGHT GAGE FRAMING 1. COLD FORMED STEEL FRAMING SHALL CONFORM TO REQUIREMENTS OF THE LATEST EDITION OF AISI "SPECIFICATION FOR DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS ". 2. ALL MEMBERS SI-IALL BE FORMED FROM CORROSION- RESISTANT STEEL MEETING ASTM A653 -94, AND THEN ZINC COATED PER ASTM A525, GRADE G -90. 3. ALL COLD FORMED MEMBERS SHALL COME FROM A SINGLE MANUFACTURER, "CLARK" OR EQUAL. THE INSTALLATION SI-IALL COMPLY WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM LIGHTGAGE METAL STUD AND JOIST PROPERTIES SHALL BE AS FOLLOWS: - PROVIDE DEPTH AND GAGE THICKNESS PER DRAWINGS. - UNLESS NOTED, JOISTS AND STUDS SHALL HAVE A FLANGE WIDTH OF 1 5/8", WITH 1/2" RETURN LIP. - UNLESS NOTED, TRACK GAGE SI -IALL EQUAL STUD GAGE. STANDARD TRACK FLANGE WIDTH SHALL EQUAL 1 1/4 ", AND DEEP LEG TRACK FLANGE WIDTH SHALL EQUAL 2 ". 4. BASE TRACKS SHALL BE SET ON SMOOTH AND LEVEL CONCRETE OR NON- SHRINK GROUT SUCH AS "MASTERFLOW 713" BY MASTER BUILDERS. 5. FASTENING OF COMPONENTS SI-IALL BE WITH SELF - DRILLING CADMIUM PLATED OR ZINC COATED SCREWS (UNLESS NOTED). SCREWS SHALL BE OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. 6. SPLICES IN FRAMING COMPONENTS OTHER THAN BOTTOM WALL TRACK ARE NOT PERMITTED. 7. STUDS SI-IALL BE INSTALLED 50 THE ENDS ARE POSITIONED AGAINST THE INSIDE OF THE RUNNER TRACK WEB PRIOR TO FASTENING AND SI-IALL BE ATTACHED TO BOTH FLANGES OF THE UPPER AND LOWER RUNNER TRACKS, W111H (1) -#8 SCREW IN EACH FLANGE OF EACH STUD, UNLESS NOTED. C. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", LATEST EDITION. 2. WELDED CONNECTIONS 51-IALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1.I. WELDING ELECTRODES SHALL BE E70XX, LOW HYDROGEN. 3. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" AS APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS ADOPTED NOVEMBER 13, 1985. SEE SECTIONS AND DETAILS FOR SPECIFIC CONNECTION REQUIREMENTS. 4. STRUCTURAL STEEL BEAMS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A992, Fy = 50 KSI. STEEL TUBE SHALL CONFORM TO THE REQUIREMENTS OF ASTM A500, GRADE 5, Fy = 46 K51. STEEL PIPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM A501, Fy = 36 KSI. ALL OTHER STEEL SHAPES, PLATES, ETC., SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36, Fy = 36 KSI. CVFLIAN e a STRUCTURAL SPECIFICATIONS N.T.S. A PAUL J FORD AND COMPANY 250 EAST BROAD STREET SUITE 1500 COLUMBUS, OHIO 43215 614-221-6679 A35007 -0105 W = d C d r J i— U W O 0 INDICATES NO REVISION TO THIS SHEET 0 D CC a 0 a JJ 0 al 0 fA = 0 aW °a =� =0'=-: a O 0 W W a z t J r 0 0 il!m.-=. • x = W W = 0 o_ 000_ r W C K a O 0 O r W � _ 0 W = = f O Q g h t Y m t°�� = 0 N 0 U U p J O C N L O ac� to ti W 4 � Y 0 � U = 0 O J 0 1 W a ° a r U ' C = 1 x `` 2 a I 0 O 0 W Y W r U g � W 2 O _ h t 3 O J L U m o s a ^ z ' .5.,! CO co REVISIONS: 0 0 tz RECEIVED f r f . 0 1 r ; IJ Lv t Lys Lri 0 C1 I r OF I Ur\ c.i tiUii I CLI�1T� 0 w 0 Cn REQUIRED BY: DATE 12/14/2007 CMM RLA GDK DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: STRUCTURAL SPECIFICATIONS AND NOTES DRAWING NUMBER: Y 5011 1 - n z cli • z 0 C cn m v m r v m co rn C) 0 z 11/2 in 2 1 1/2 Is z 0 co V+ m v m r m r us 6' 3 73 ti 611 V W 6' 2" 'T1 N a � E V z � 13 z a z OOLKEI P awr.xM660: U61uRAWrAJ�wJ X6NAJ NG c)vvv z 73 m m —1 C725m rn Cr 00 ri) co • co m :< v -1 - 4 A PROJECT INFORMATION: P I WESTFIELD SOUTHCENTER SPACE #1125 633 SOUTHCENTER SEATTLE, WA 98188 SCOPE: DESIGN TYPE: LSD &C PROJECT #: NEW PACKAGE: PINK GENERATION: 00052394 A/E PROJECT #: 0501449 07577 PROHIBITION ON REUSE: THESE DRAWINGS AND SPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE CONTEMPORANEOUSLY WITH THEIR ISSUE DATE. THEY ARE NOT INTENDED FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. REUSE OF THESE DRAWINGS AND SPECIFICATIONS, OR ANY REPRODUCTION THEREOF, ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS EXPRESSLY AUTHORIZED IN WRITING BY LIMITED STORE PLANNING, INC., D /B /A LIMITED STORE DESIGN AND CONSTRUCTION ( "LSDC "). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF LSDC AND SHALL NOT B E DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT HY WRITTEN AGREEMENT WITH LSDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE LSDC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND SPECIFICATIONS MUST BE RETURNED TO LSDC UPON COMPLETION OF THEIR INTENDED USE, UNLESS OTHERWISE AGREED BY THE LSDC. 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; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 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. Li n ited LIMITED STORE PLANNING, INC. d/b /a STORE DESIGN & CONSTRUCTION Three Limited Parkway a Columbus, Ohio 43230 Telephone: 614.41 .7000 Fax 614.415,7349 C) O Vi N D jo CCn> I C m r— Iv W .l I V10 —I 0 Os° Oc .4o XI (7) cD O o z 4 , w N 73 O Ft -0 z DIAGONAL SIZE VIEW MAXIMUM LENGTH OF DIAGONAL SINGLE 3 5/6 ", 18 GA STUD WITH 1 5/8" FLANGE WIDTH A -A UP TO 10' -0" DBL 3 5/8 ", 18 GA STUD WITH 1 5/8" FLANGE WIDTHS B -B 10' -1" TO 14' -0" DBL 3 5/6 ", 18 GA STUD WITH 2 1/2" FLANGE WIDTHS C -C 14' -1" TO 21' -O" NOT USED NOT USED WATER TANK SUPPORT N.T.S. 1 " -1' -0" 42DS021FOPLAT R P AL CONNECT PLYWOOD DECKING TO SUPPORTS w / #8 SCREWS @ 6" c/c AROUND PERIMETER OF DECK. H 2 -0" 3/4" FRT PLYWOOD WELDED 1-1 1/2 x 1 1/2 x 1/4 FRAME ADD'L 18 GA STUD AT EA VERT Ll 1 /2x1 1/2 FIN CEILING 8' -6" A.F.F. 7 CONNECT VERTICAL ANGLES TO NALL W/(5) - #12 SCREWS THRU DRYWALL FINISH INTO NALL STUDS SECTION A -A / — WATER HEATER w /GALV DRIP PAN (SEE PLUMBING DWGS) WELDED LI 1/2 x 1 1/2 x 1/4 FRAME LI 1/2 x 1 1/2 x 1/4 DIAGS N NOT USED N.T.S. L D1-4 NOT USED TYPICAL DIAGONAL BRACE CONNECTION N.T.S. G CODED NOTES: EXIST MTL DECK OR COMP GONG SLAB O C8x13.75 ® PLATE 3/16" x 2" x 0' -6" (COORDINATE LOCATION OF PLATE W/ LOCATION OF STOREFRONT DIAG BRACING BEFORE WELDING TO CB) DIAGONAL BRACING ATTACHMENT TO EXISTING STEEL BEAMS 0 V ij P.M I I IN f ' EXIST STEEL BEAM 3/16 VIEW A -A 3 SIDES DIAG PERP TO EXIST STEEL BEAM SEE VIEW A -A FOR CONNECTION 01 CONTINUOUS • V 0 \ 3/16 CONTINUOUS 3/16 r 1 1/2" EA SIDE, EA END OF PLATE VIEW B -B EXIST STEEL BEAM o O 0 PARTIAL PLAN VIEW EXIST STEEL BEAM 0 .n 4 x z DIAGONALS PERPENDICULAR TO OR SLAB EXIST MTL DECK COMP COMP GONG SLAB DIAG BRACE \� I 1 MAX (3) - #12 SCREWS 1 1/2" w 1' -0" E SEE PLAN * SECTIONS FOR BUILT -UP BOX BEAM 16 GA. PLATE EACH SIDE WITH (8) - #10 PAN MEAD SCREWS. 3 5/5" OR 6" DEEP STUDS AS REQUIRED BY OTHER SECTIONS AND DETAILS 18 GA BASE TRACK (TRACK DEPTH SHALL MATCH STUD DEPTH). LIGHiGAGE BOX COLUMN BASE CONNECTION (TYP, UNLESS NOTED) 4 4 18 GA TOP TRACK (TRACK DEPTH SHALL MATCH STUD DEPTH) . STOP FULL LENGTH TRACKS OF BUILT -UP COLUMN SHORT OF TOP TRACK LIGHTGAGE BOX BEAM TO COLUMN CONNECTION (TYP, UNLESS NOTED) STOP FULL LENGTH TRACKS OF BUILT -UP COLUMN SHORT OF BASE TRACK (2) - #8 PAN HEAD SCREWS EACH SIDE (4) - #12 CONCRETE SCREWS LIGHTGAGE BOX COLUMN DETAIL CONNECT TO EXISTING STRUCTURE PER DETAIL E /503.1 DIAGONAL BRACE. SEE VIEWS A -A, B -B $ C -C FOR. SIZE. INSTALL DIAGONAL BRACING AT 32/c, UNLESS NOTED * CONTACT STRUCTURAL ENGINEER FOR LENGTHS LONGER THAN 21' --0" SINGLE 3 5/8 ", 16 GA. DIAGONAL 1 5/8 "� VIEW A -A OR l pLi A CPI 0 NOTE: FOR DOUBLE STUD DIAGONALS, "SECOND" STUD SHALL END AS CLOSE AS POSSIBLE TO END CONNECTION, TOP * BOTTOM. NALL OR STOREFRONT STUD. ORIENTATION VARIES. SEE OTHER SECTIONS. #12 SCREWS @ 12 c/c VIEW B -B DBL 3 5/8 ", 18 GA. STUDS WITH 1 5/8" WIDE FLANGES 1 5/8 " -- DETAIL AT HALL STANDARDS 2 "x2 "x0' -6" LG, 12 GA FRAMING CLIP W/(3) - #12 SCREWS EA LEG CONT 18 GA TRACK W/(2) - #12 SCREWS IN EACH FLANGE OF EACH VERT WALL STANDARD (4) - #12 SCREWS DBL 3 5/8 ", 18 GA. STUDS WITH 2 1/2" WIDE FLANGES 2 1/2" #12 SCREWS @ 12 "c /c VIEW C -C TYPICAL DIAGONAL BRACING 3" =1' -0" 05SS031C1COLM 1 "_ C A PAUL J FORD AND COMPANY 250 EAST BROAD STREET SUITE 1500 COLUMBUS, OHIO 43215 614- 221 -6679 A35007 -0105 CD s1 IPPII co s � Q ME CD = to W d Et �> o : 2 Z N 6 � W d � q = i ar NC = ;:::: °� 3 a � w z O� r 3 ¢ C z d U�- �w d �+-} QtW w 4 y W W d f2n� oL�7 xa Z ZO a2� W Q p W _'nz F �p _ d = O U LrJ H 24 - C W m J 'r C a La.:: CC w d :5702M1=2 ▪ g N q 2' ° W - � ° d d G] r J L] W W � ~ w��'= Q Eti v = i N Oo Ca �0 S 2 Q Z U l'W ' Wm ° r Z =w ° U Ca.. = W x =2 ¢ ccavia REQUIRED 6Y: + INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 0 Li ) z cr LLi ( r c- J I— w REVISIONS: y s° LL.� L I tjJ/ Ptctnru I CENTER DRAWING NUMBER: ?ka RV W Z Z C In 0 0 0 w a_ I- a_� O w V) RFCFIVIn CITY OF TUKW11,A C' DATE 12/14/2007 CMM RLA GDK STRUCTURAL CONSTRUCTION DETAILS