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Permit D08-235 - WESTFIELD SOUTHCENTER MALL - EXPRESS - REMODEL
TIVJk 2 OLOT SS}IdX2I Parcel No.: 6364200010 Address: 1070 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: EXPRESS Address: 1070 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contact Person: Name: TIM SCHENK Address: 1120 E 80 ST , BLOOMINGTON MN 55420 Phone: 800 541 -0821 Cityif Tukwila • doc: IBC -10/06 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 Contractor: Name: GREENWOOD CONSTRUCTION COMPLANY Address: 12637 S 265 WEST STE 100 , DRAPER UT 84065 Phone: Contractor License No: GREENCC973MW DEVELOPMENT PERMIT Permit Number: D08 -235 Issue Date: 08/04/2008 Permit Expires On: 01/31/2009 Value of Construction: $425,000.00 Fees Collected: $5,961.00 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: IIB Occupancy per IBC: 0019 DESCRIPTION OF WORK: REMODEL OF EXISTING LIMITED TOO AND BOSS SPACE IN MALL INTO ONE COMPLETE STORE * * continued on next page ** Expiration Date: 07/10/2009 D08 -235 Printed: 08 -04 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: Signature: doc: IBC-10/06 City (*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: N I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not • e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or th performance o I am authorized to sign and obtain this development permit Print Name: A17,/ Permit Number: D08 - 235 Issue Date: 08/04/2008 Permit Expires On: 01/31/2009 Date: U -og 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. D08 -235 Printed: 08-04 -2008 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Parcel No.: 6364200010 Address: 1070 SOUTHCENTER MALL TUKW Suite No: Tenant: EXPRESS 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: D08 -235 Status: ISSUED Applied Date: 04/29/2008 Issue Date: 08/04/2008 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: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 12: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 13: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. doc: Cond -10/06 D08 -235 Printed: 08-04 -2008 17: ** *FIRE DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 16: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 18: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 19: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 20: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 21: 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) 22: 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) 23: 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) 24: 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) 25: 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) 26: 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) 27: 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) 28: 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 doc: Cond -10/06 D08 -235 Printed: 08 -04 -2008 1008.1.8.1) • 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 29: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 30: 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) 31: 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 nun) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 32: 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) 33: 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) 34: 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) 35: 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) 36: 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) 37: Install mechanical stops between rolling shelving units so that when units are rolled together, a 6 inch flue space is maintained to prevent sprinlder obstructions greater than 4 ft. wide. 38: Storage shall be maintained 2 feet or more below the ceiling in nonsprinklered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinldered areas of buildings. (IFC 315.2.1) 39: All new sprinkler systems and all modifications to existing sprinlder 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) 40: 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. doc: Cond -10/06 D08 -235 Printed: 08 -04 -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 41: Local U.L. central station supervision is required. (City Ordinance #2051) 42: 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) 43: 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) 44: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 45: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 46: 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) 47: 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. 48: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 49: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 50: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 51: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D08 -235 Printed: 08 -04 -2008 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. / /----(:1 Signature: Print Name: doc: Cond -10/06 • 0 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 / "" - Y=V --- Date: , /;V' 008 -235 Printed: 08 -04 -2008 1 CITY OF TUKWILO Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us SITE LOCATION Site Address: to l o arYlc nn \ Tenant Name: EXcrr2.S. Property Owners Name: Vqk Mipad. CD-cc:on:LA Mailing Address: IIGO 1 IN AS1n■Nc e. ReAa.\evard ; LAS Pir \e. CPI 0 City Name: Tyr. Mailing Address: 11ZE> F(kSic- � S�rce € r,c rv'i E -Mail Address: -tjyv ( c,,P!CdnEs. CnYM Q:\Applications'Forms- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 -2006 bh put-122- Plumbing/Gas Permit No. 0'6- PA" Building Permilo. Mechanical Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** pOfH01 King Co Assessor's Tax No.: (p3(oy2O - OC1 Suite Number: A32 Floor: New Tenant: ® Yes State CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: goo 1 - CR7.1 r‘ 1-4 NSS4zo State City Fax Number: c15Z1gS'4 -4q09 GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: T.R. N. Mailing Address: Zip City Day Telephone: Fax Number: State Company Name: C1t'\ eannshock rinA , Inc. Mailing Address: 4p1 Itty Od, 11 �IP_S-VPt`V.‘�2 D%k t -�.�cy t J City State Contact Person: riv :e .. Kp vk'e Day Telephone: Co 11415 45 - 455b E -Mail Address: 51r,v AAn @ .lnreyviSMoc� • c_Ahn Fax Number: 614 ) S4S - 4 SSA Company Name: (1SVIOCt EICNQ Y\P-eCi•i , ` nc.. Mailing Address:(o13Q FfIzAA NN .*f 12.1->oci tiO2S ry e c1-% '43021 City State Day Telephone: G1.4 k4c - IS' t Contact Person: Alf iY e.. � W E -Mail Address: SN4cn Fax Number: (b1' - S4S - �S�S Zip Zip Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Zip Page 1 of 6 BUILDING PERMIT INFORATION - 206 - 431 -3670 • Valuation of Project (contractor's bid price): $ 000 Scope of Work (please provide detailed information): 6 c "vet ■n InryaI\ (trio c■e Cbrn Will there be new rack storage? ❑ Yes 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: Will there be a change in use? ❑ Yes FIRE PROTECTION /HAZARDOUS MATERIALS: 0.. No If yes, a separate permit and plan submittal will be required. Existing Building Valuation: $ LiwA:ke -d Tao Provide All Building Areas in Square Footage Below Q:Wpplications \Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Compact: Handicap: No If "yes ", explain: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ® No If ''yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor S'431 tS 2 Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORATION - 206 - 431 -3670 • Valuation of Project (contractor's bid price): $ 000 Scope of Work (please provide detailed information): 6 c "vet ■n InryaI\ (trio c■e Cbrn Will there be new rack storage? ❑ Yes 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: Will there be a change in use? ❑ Yes FIRE PROTECTION /HAZARDOUS MATERIALS: 0.. No If yes, a separate permit and plan submittal will be required. Existing Building Valuation: $ LiwA:ke -d Tao Provide All Building Areas in Square Footage Below Q:Wpplications \Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Compact: Handicap: No If "yes ", explain: Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ® No If ''yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation /Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑... ValVue ❑ .. Renton 0... Sewer Availability Provided Q:W pplications \Forms - Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 ❑ .. Highline ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Seattle ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑...Deduct Water Meter Size ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund /Billing: Name: Mailing Address: ❑ ...Sewer ❑ ...Sewa Treatment City State Zip Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 2g 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Z Thermostat ` 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 Z Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig /Cooling System incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm /Ind MECHANICAL PERMIT INFORMATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: '---t,.b. 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): $ 4,O Scope of Work (please provide detailed information): t YV..),O l + \e i\r) ja- yvk Qke k retie r hobct axr ��ndanY\c� x N- 2 r-e.w ex%no...Lsk s Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ® Replacement .... ❑ Fuel Type: Electric ® Gas ....E1 Other: Indicate type of mechanical work being installed and the quantity below: Q:\Appltcanons \Forms- Applicanons On L111e\3 -2006 - Permit Apphcation.doc Revised: 9-2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Z Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain $c 3 Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Z Water Closet Z Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and /or vent Z 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 PIPING PERMIT INFORMATION - 206 - 431 -3770 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: T. R. b. Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ I� Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): fea,J w�a-ke - clos,eks, \c tc�kttci.z, e Building Use (per Int'l Building Code): iM Occupancy (per Int'l Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\ Applications\Forms- Applications On Lme'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Sewer: 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. Signature: 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 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Print Name: — r iv1 c , cheY1�G Mailing Address: I l ZO COS* Stcet✓r *211 • , \Ooh►\ Y1C`t -ova N SSA 2-0 Ci State Zip Date Application Expires: 0 121 Vol I Date Application Accepted: a-1114lmi Q:Wpplicanons\Forms- Apphcanons On Lore' -2006 - Permit Apphcation,doc Revised: 9 -2006 bh Day Telephone: Date: 1 o 4� 001944 -o82 Staff Initials: Page 6 of 6 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 Parcel No.: 6364200010 Permit Number: D08 -235 Address: 1070 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 04/29/2008 Applicant: EXPRESS Issue Date: Receipt No.: R08 -02826 Initials: WER User ID: 1655 Payee: GREENWOOD CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check Payment Cash ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE 97417 Account Code Current Pmts 000/322.100 000/386.904 RECEIPT 3,614.00 .50 3,610.00 4.50 Total: $3,614.50 Payment Amount: $3,614.50 Payment Date: 08/04/2008 09:08 AM Balance: $0.00 5617 08/04 9710 TOTAL 3614.50 doc: Receiot -06 Printed: 08 - - 2008 Derr.: RECSETS -AR RECEIPT NO: R08 -01394 User ID: 1165 Payee: ELDER -JONES SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Description • City of Tukwila Department of Community bevelopment 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 RECEIPT • Initials: JEM Payment Date: 04/29/2008 �D,0 :8— , 2,346.50 E - 300.50 M08 -122 165.25 PG08 -137 47.00 TOTAL: 2,859.25 ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES Total Payment: 2,859.25 SET ID: 5000001014 SET NAME: Tmp set /Initialized Activities TRANSACTION LIST: Type Method Description Amount Payment Check 51321 2,859.25 TOTAL: 2,859.25 Account Code Current Pmts 000.345.832.00.0 300.50 000/345.830 2,558.75 TOTAL: 2,859.25 1770 04/29 9711 TOTAL 2859.25 Project: - t' , S I Type of I spectio ...In son: /I \ C 4C ✓ Address: V C Date Called: Special Instructions: r 0 7 C� (0 2 U ` P / Date Wanted: Z 0 a . m . Requester: Phone 3 3'52.l-- 2-0 /(o iiEJ) INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Pf!-(l( (- r .0 ( c 1 Inspector Date: 0 LJ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Project Y p 1C.;, 5 Type of Inspection: i ISPCM OF oEI414/6 Address: i 07 0 1 A i / Date Called: .._._ Special Instructions: Date Wan ed: fa Request r: Phone No 5o3- 7Z1 -Z4 / 6. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: D ate: INSPECTION RECORD Retain a copy with permit PERMIT NO. I Approved per applicable codes. El Corrections required prior to approval. z .00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: PxP0F Sc Type of Inspection: f /2A /.v G Address: /070 /77/9/( Date Called: Special Instructions: Date Wanted: --4 Q—■ p.m. Requester: Phone No: 36 3 52 -' Z 0 / �S INSPECTION RECORD Retain a copy with permit -,Ode 2?5 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 / 4 0AbproVed per applicable codes. El Corrections required prior to approval. COMMENTA= J) //,9 ye _4 P.m `e 4 - - reggl - p P .00 REINSPECTION FE REQUIRED Prior to inspection, fee must be id at 6300 Southcenter B d., Suite 00. Call to schedule reinspection. R. -ipt No.: Date: Project: �� P Type of Inspection: FDAvwIN Address: Date Called: Special Instructions: Date Waned: o i 41 ! 0 e. p.m. Requester: Phone No: L INSPECTION NO. INSPECTION RECORD Retain a copy with permit ,�))) ?.35 PE MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 El Approved per applicable codes. Corrections required prior to approval. COM ENTS■ r Jo 1y-41 h tk, tic/ h "lid 1-4 - 4 Inspector: —y Date: 01 l cltCO$ ri $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: COMMENTS: 9 � f [ I th t k 5 3 {�- P t Wlt1' �\ 64 t s co./ k ki v -Fe i A-,a 4 O i:444 1 1- t..) ,r F j o-t- S e✓ n A t \ t c V t - k - v4 1 4 4.4 ►LI e — IM 1c , !h be Cve �3l oet�Q �nn i 1t( )C 0 Ca -ro t iv t 5. k C KIE. mid' -e. D UJ > 3 QZ 06`.-. 1-\t Je {rw1 -e- P/c` € ' to - t l Date Waled: r p �a rn Reques: , Project: �V... P ,re 5 Type of Inspection: SW ej Address: 1U 7O ,V AU Date Called: Special Instructions: Date Waled: r p �a rn Reques: , Phone No: 3 O 3 -qZl - -2Ot C. INSPECTION RECORD Retain a copy with permit INSPECWON NO. .CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 J Approved per applicable codes. Corrections required prior to approval. r 1 Receipt No.: !Date: DdS PERMIT NO. 4 (206)431 -3 IDaQ bet ' ll 60.00 REINSPEC7` FEE EQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: Type of In ection: t V�0, -, p G • / /e / D ��i -' :J OB hp fi h ,9. /74,e,v".. . (4 // 74.- 7;:es-1- I '7 4 2 -,- poi- /X f /GPI ,.,-.',--2 , kt/a // Date Want / d � : S -- _ &) F2 al ."..i, 6 ""ie: - 6? . : - .1 - 1 . (2..- / ? /r- /is/Li 77c a Project: / 0 �� • / rte //' Type of In ection: t V�0, -, p G Address: io 'TX Date Called: � Speaa In uctions: Date Want / d � : S -- _ &) a.m. Requester: Phone No: P INSPECTION RECORD Retain a copy with permit Pad -2�� PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 0 INSPECTION NO. 0 Approved per applicable codes. 0 Corrections required prior to approval. $58.00 REIN ° ECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: IDate: Project: Type of Inspection: , ( ,/.fit R- - - Addle s: Date Called: Special Instructions: Date Wanted: r .. z a Requester: r Phone No: _52-1 (� — 7 { f c° 1' INSPECTION RECORD Retain a copy with permit INSPECTION NO. i f CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: pproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: (/ l / ,t0.�4 y° y .� • Date: '" 00 -235 PERMIT NO. R• ,(1206)431 -3670 V n $60.00 REINSPECTION E REQU ED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suitem100. Call to schedule reinspection. Receipt No.: (Date: 4. r Project: 'i' fir-( cs Sprinklers: Type of Inspection: c / L L / r. , -c C. ,,J vl L Fire Alarm: Address: it v 7 0 ' 'Suite #' S. (. wx tA &- L Contact Person: /+/1 # ' Special Instructions: Permits: •.% Phone No.: , S 3- 31q - S'iCe Z Occupancy Type: INeeds`Shift Inspection: if Sprinklers: r 1. Fire Alarm: P Hood & Duct: A/ Monitor: (n,,- 0 A 6 ,. Pre -Fire: Permits: •.% n1 Occupancy Type: - INSPECTION NUMBER 444 Andover Park East Tukwila, Wa. 98188 206 - 575 -4407 r .,LApproved per applicable codes. ) INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 6 51- �• 3 l' PERMIT NUMBERS ri Corrections required prior to approval. COMMENTS: - pk Inspector: 1 9." . I Date: /o ! 7 Z /4 r Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from -the City of Tukwila Finance Department. Cali to schedule a reinspectior, T.F.D. Form F.P. 113 4 •a COMMENTS: Type of Inspection: Address: /0-70 c.(, M A i L Suite #: . Special Instructions: Phone No.: 3c - 94i d0IA • Permits: Occupancy Type: c ' A - tvi a 4. 1 H / -Coe- 6.2-trt-e kr s i , JJ Nunes - 0k • L- -- • tt, r),-., 1, 5Li- TL w00 ki.,,,... .. ...- .� - rk, C ProtrA dJ P - Cs r■,or i.._ okA y d th j11 t.4.. k,a.pIn;; \-.. 5 L t t1.1 j )✓ -$P 9 h ` � e. [- 6.0td .J+ -.c or... / ' f-,uuL Project: r., S Type of Inspection: Address: /0-70 c.(, M A i L Suite #: Contact Person: Special Instructions: Phone No.: 3c - 94i d0IA Needs Shift Inspection: Sprinklers: _ __ Fire Alarm: Hood & D uct: Monitor: Pre -Fire: • Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT RMIT NUMBERS 444. Andover Park East, Tukwila, Wa. 98188 . - _ 206- 575 -4407 Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 • ections required prior to approval. Inspector: 1 Date: /6/ 2 • /log Hrs.: A d/4 n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City ofaTukwila Finance Department. CaII to schedule a reinspection. T.F.D. Form F.P. 113 •q Project: �- �r ss Fire Alarm: T of Inspection: / ydbt Cove Address: !o--) 0 Suite #: 5 ,,.;. i A c , 1( Contact Person: it/1 c,-I -- / 4►', r^ Special Instructions: Phone No.: as3 -311- S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: S g1y�'v�- ..aKr airr.lhZi'. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Do8- a3 D� ,,S- 433 PERMIT NUMBERS 444 Andover Park East; Tukwila, Wa. 98188 206- 575=4407 n Approved per applicable codes. Corrections required prior to approval. COMMENTS: \..� . ,4o f (/1 of 0-P r P c41 h (6 as oi;_se,,..s.3cd7 Inspector: <71 Date: v_)_ 0 Hrs.: n - $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 -VI p.•. Project: FvedZe - Type of Inspection: Address ) 070 Suite #: S4 - . '0# Contact Person: rYM11 Meet) Special Instructions: Phone No.: 2c53 - 33`x 67fZ - Needs Shift Inspection: Sprinklers: Fire Alarm: ' \_ b - - Hood & Duct: Monitor a •- Pre- Fire: Permits: ... •• ©scupancy Type: CIF.' _ �i _'w'.w'_%�u....•r .nr�fiTY.n.•`wCK� •`i l+�.Jsi�.va - 'lib - ?.Y,3l.CX+r::aLy�(�. ✓r61 nit: INSPECTION NUMBER CITY OI TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. .tiros .. -• . • • •..n.. INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS n Corrections required prior to approval. • COMMENTS: ki„dro "7 i AO :Do zs O' €,4 Pnd 6,1 ' 3 ' 7 c v Inspector: St) a Date: F// it,, Hrs.: • $80.00 REINSPECTION FEE !REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule's reinspection. Word /Inspection Record Form.Doc • 1/13/06 • i` T.F.D. Form F.P. 113 �9 My Structural Calculations For Express Seattle, WA Prepared by: THORSON BAKER & Associates, Inc. 3030 W. Streetsboro Road Richfield, Ohio 44286 May 27, 2008 2008 -0175 tOer x.35 Y: 1200812008 -01751DocumentslConespondence Outgoing) 1isceilaneous1200 8-0175_CCS002(calc cover sheet).doc � . Ei COPY REVIEWED F R CODE COMPLIANCE APPROVED JUN 16 2008 Of Tukwila B ILDIN DIVISION CORRECTION LTR# RECEIVED JUN 06 2008 PERM-CENTER THORSON BAKER & Associates, Inc. Design Criteria Consulting Engineers Project No: 2008 -0175 Date: 27- May -08 Project Express #581 Prepared By: NNN Client: Shremshock Scope: Storefront, RTU framing, Platform, Denim Room, Check roof for support Floor 1 of 1 Structural System: Light gage framing Lateral System: Lateral Bracing General Information: Due Dates & Schedule Submittal Type Date Storefront Progress 4/11/2008 Eng. Coord. Progress 4/14/2008 Bid/Permit 4/18/2008 Reviewing Building Department (Obtain from Architect) Agency Name: Tukwila BD Phone: (206) 431 -3870 • Fax: (206) 431 -3665 Contacted Building Department: Yes X No Confirmation Letter Sent Yes/Date: 3/24/2008 No Building Code Check One IBC 2006 OO IBC Other w/ WA state Ammendments 0 OBC Consultants By Firm Name Mechanical: SEI Architectural: SAI Other Electrical: SEI Civil: Owner Furnished Information Existing Drawings: Adjacent Building Drawings: N/A Geotechnical Report: N/A Prototype Drawings: Victoria's Secret Prototype Go By' Drawings: Victoria's Secret Prototype Client/Owner Requirements Factory Mutual Req. X Not Req. Concrete (psi) N/A Fly Ash Permitted? Yes Min. Granular Fill Thick. N/A Prototype Specifications X Req. Not Req. Specific Details Prototype Specific Systems Any Required Height Clearances Construction Classification (Obtain from Architect) Type: None Floors: Roof: Walls: Columns: Firewalls Required? Items to Consider Expansion Joints Required? N/A Any Future Expansion? N/A General Construction Description Walls: Floors: Roof: Lateral System: Project Site: Tuckwila, WA Principal: GRB Contact: Kathy McDonald Fire Ratings Rating Spacing Existing Floor. Slab on Grade Metal Deck over No `.. Consulting Engineers Project No: 2008 - 0175 Date: 27 May - 08 Design Criteria: Roofing Membrane Ballasted Non - Ballasted Membrane Built -Up Live Loads: THORSON BAKER & Associates, Inc. Design Criteria Project Express #581 Prepared By. NNN Project Site: Tuckwila, WA Principal: GRB Floor /Use: 100psf Roof: Specialized: Live Load Reduction: Yes No Wind: Wind Speed: 85 Importance Factor. 1 Exposure: B Seismic: Acceleration Coefficients(S S Ss =1.429 S1 =0.489 Importance Factor. 1 Seismic Use Group: 1 Seismic Site Class: D (presumed) Seismic Design Category D Lateral Resistance System: Lateral Bracing, X- bracing Snow Loads: Ground Snow Load: 25 Flat Roof Snow Load: 20 Rain on Snow Load: 5 Code Design Snow Load: 20 Minimum per Building Official: Minimum per Client Criteria: Final Design Roof Load: 25 Snow Drifting: Required NA Steps in Roof: X Parapets: X Adjacent Building: X Future Building: X Does structure create drifting on adjacent existing buildings? Yes If yes notify architect in writing No X Foundation Criteria: Foundation Type: N/A Bearing Capacity: N/A Frost Depth: N/A Active Pressure: N/A Passive Pressure: N/A Equivalent Fluid Pressure (Basement): N/A Compaction Requirements: Slab: N/A Special Considerations: Zero Lot Line N/A Underpinning N/A High Water Table N/A Expansive Soils N/A Corrosive Soils N/A Other Engineered Fill: N/A 2 THORSON BAKER & Associates, Inc. Consulting Engineers (Oterftird at/4 w, 4 6rzw, b % 3' sit) (Z / 4,333 ' Li. 5 e tc (3p, = / Z p 1 wood (3 se) Ij E Ir M,b 23 M% : 232- lb. 4T z32_62_)/(0. 6, •. 3) = p , / 4 Project No: // Z - 6 lr� Sheet No Project: Y rr5' Date: Project Site: a / WA Prepared By 5c-)1 5 0•073• — z 111 (L4 ,,,, = 3 rr' z /coo 4.8) CG1 (z) 6" eta 5 cts x z (Z) (o q&) = 1. ec5z %N? > �,, = 0.1 LAG I - F all Ben, S - .l = 4! Butl 6 9' oc. . b a d e ) : s fi c , leyv _ 05 7 cc, s-b Cie M.vstx 36 G 5,9 0. 069 o&x. 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' 0.78' 362T150.43 ''..0.0451 0.298 < ` "'1.02 . 362T150 -54 * 0.0566 0.374 1.27 (362T150 68 x` 0.0713 ' 0,471 r ,1,60 r362T150 -97 r v0.1017W0672 '2.29:• `362T200 -33 `µO:0.346 0.264 .' 0.90 362T200 -43 ` ,1.17 I362T20054 y:0.0566 -0.431 1.47' 362T200. 68 0.0713 0.543 ' 1.85 362T200-97'' ` ;'0:1017 " 2.63 362T250 -43 ' :0.0451 , 0:389 : "r1 .32 .362T250 -54 ° .' 0.0566 - < _ 0.487 <.1.66 362T25068 .0.0713 0.614:, 2.09 362T250 -97 0:1017 0.875' 2.98 _362T300 54 , _0.0566' `,'0.544, : 1.85 362T300 768 30,0713 0.685 2.33 , 362730097 °01017` ''0.977 =3.32 0.438 0232 1.438 0.030 0.377 0.378 0.492 0.622 0.792 1.152 0.72 0.921 1.343 0.499 0.650 0.823 1.050 1.534 0.619 0.808 1.024 1.307 1.917 0.966 1.224 1.565 2.300 1.425 1.823 2.682 0.200 0.260 0.326 0.409 0.579 0.378 0.475 0.675 0.264 0.343 0.431 0.542 0.771 0.328 0.427 0.536 0.675 0.963 0.510 0.641 0.808 1.155 0.746 0.941 1.348 1.394 1.394 1.400 1.407 1.422 1.45 1.454 1.471 1.475 1.476 1.483 1.492 1.512 1.532 1.534 1.541 1.552 1.575 1.577 1.585 1.597 1.621 1.618 1.631 1.657 0.059 0.075 0.091 0.109 0.137 0.099 0.127 0.154 0.186 0.241 0.177 0.227 0.277 0.337 0.446 0.385 0.473 0.578 0.772 0.016 0.021 0.026 0.032 0.043 1 1 ' 1 1.048 1 0.060 0.082 0.050 0.064 0.080 0.099 0.138 0.110 0.142 0.177 0.221 0.308 0.260 0.324 0.406 0.570 0.531 0.665 0.937 0.501 0.497 0.490 0.480 0.460 0.616 0.611 0.604 0.596 0.577 0.772 0.767 0.761 0.753 0.735 0.946 0.940 0.931 0.912 0.288 0.286 0.284 0.281 0.274 0.370 0.363 0.467 0.465 0.462 0.459 0.453 0.645 0.643 0.640 0.638 0.631 0.818 0.816 0.813 0.807 0.988 0.985 0.979 9 0.479 0.616 0.756 0.922 1.229 0.551 0.710 0.873 1.069 1.435 0.629 0.836 1.030 1.265 1.711 0.672 0.914 1.259 2.069 0.985 1.364 2.268 0.198 0.293 0.381 0.493 0.662 0.235 0.321 0.444 0.574 0.776 0.258 0.376 0.490 0.666 0.928 0.262 0.360 0.502 0.851 0.371 0.519 0.887 5.94 8.78 11.42 14.77 19.83 7.04 9.62 13.28 17.18 23.23 7.73 11.26 14.66 19.95 27.80 7.85 10.77 15.04 25.49 11.11 15.55 26.54 1083 2141 3372 4370 5943 1083 2141 3372 4370 5943 1083 2141 3372 4370 5943 2141 3372 4703 6622 3372 4703 6622 For Section Properties Table Notes see page 3 A = Cross Sectional Area Ix = Moment of inertia (x -axis) Sx = Section modulus (x -axis) Rx = Radius of gyration (x -axis) ly = Moment of inertia (y -axis) Ry = Radius of gyration (y -axis) Ma = Allowable bending moment Va = Allowable shear force J = St. Vennant torsion constant Cw = Torsional warping constant Xo = Distance from center of gravity to shear center along x -axis Ro = Polar radius of gyration about the centroidal principal axis f1 = Beta coefficient Ph sical & Structural Properties Structural Studs & Track 35 /a" THORSON BAKER & Associates, Inc. Consulting Engineers so,erami e • PeA BaW - -1 y f G_ q (z % =�3s 5 ( ) 3Z(f') /_ , 2 k.6L Project No: ' -C T —0 Sheet No Project: 64fiiP .AS Date: Project Site: 5 ( 14 Prepared By I Ave, -- !!moo = D.3 - 6--(6.43z. Z)(9',Q)4 d �'yrHu (Z9�) 6D.3) c, (z) 31-- lfjo SLIL :r4<), = 17% > Lr *" 6 51 ,yl Sxx - = G s8K , p ,Ns 3626137,54: h -�0:0566• "0:379 1;29`. '. ''362S137;68 ,0.470 ' 1.60 ' : ' " ' '0.648 '•2.20'• ' ''362S162 33 �� '0.0346 ';'::0262 '''0.89 ?` `�' 4'362S162 ` 0:0451 0:340 116 � � 1 �� 0. • Oi 2 4362S162= 9 0 6 . . 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'1 ■ ' 1. 0.792 1.408 0.241 0.358 1.478 0.177 0.461 1.474 0.227 0.568 1.467 0.277 0.698 1.458 0.337 0.944 1.44 0.446 0.541 1.510 0385 0.668 1.504 0.473 0.822 1.496 0.578 1.118 1.478 0.772 0.490 0.480 0.460 0.616 0.611 0.604 1. •. 0.577 0.772 0.767 0.761 0.753 0.735 0.946 0.940 0.931 0.912 x' '�OV56' ''04402,, f9 :134 u. /bb , O'92 I A 9'f8 h ' $$ 0.922 ' 1,229 0 662 � «�3t09 , _02 ; 1.229 551 ' 0 268 K Q 2 ' 0.551 7 710 0 7 / 11 7 0.710 0 .710 , ,I ..: • ;� 1 0.8 .�.>�` 0 I !� t • ' sl �? � ? . I. • '�1 ,076 5 3" -:�- 1.435 ,4 0648 t t• 91 v r • iQ24 r 0.629 B3. ; 0 42 .� I ' , 0.836 1 1 Y 5 Ir' � .. , 1.030 �:� 7 03, 1 X26 � 0.,6 5 4 4 B "�� 1.265 X19711 0 928 8 3 �C922. 1.711 9 80''_ . 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'' 362T125 -43V',.: 10.0451 0.276 0.94 "' '362T125 -54 ''} 0.0566 0.346 ' 1.18 ; 362T125 -68 0.0713 0.436 1.48 '362T125 -97' - 0.1017 0.621 ' 2.11 '362T150 -.33 . -. `10:0346 0.229 ' , 0,78 " 33621150 0.0451....•,. ;. '" ;1.02 362T150 -54 ;0.0566 .' 0:3741 ,'--1:27 `1 • ; "' 0.264 , ` ` 0.90 '362T150 -68 . 0:0713" '0.471 t •-1.60. ; '362T150 =97 t. `0:1017 ` ' 0.672 ' '- ' 2.29 • ' • ' 362T200-33:" 362T200 -43 _ `, 0.0451 • ' 1 _.0.3 43 : 1:17. • ' 362T200 -54 ' 40.0566 :0.431 1.47 362T200 -68 . '0.0713 : 0:54 1.85 - 362T200 - 97. '' 0.1017 %0.773' ` 0.378 0.492 0.622 0.792 1.152 0.438 0.571 0.723 0.921 1.343 0.499 0.650 0.823 1.050 1.534 0.619 0.808 1.024 1307 1.917 0.200 1.394 0.016 0.260 1.394 0.021 0.326 1.400 0.026 0.409 1.407 0.032 0.579 1.422 0.043 0232 1.438 0.030 0.302 1.439 0.039 0.378 1.445 0.048 0.475 1.454 0.060 0.675 1.471 0.082 0.264 1.475 0.050 0.343 1.476 0.064 0.431 1.483 0.080 0.542 1.492 0.099 0.771 1.512 0.138 0328 1.532 0.110 0.427 1.534 0. 0.536 1.541 0.177 0.675 1.552 0221 0.963 1.575 0.308 0.288 0.286 0.284 0281 0.274 0.377 0.375 0373 0.370 0.363 0.467 0.465 0.462 0.459 0.453 0.645 0.643 0.640 0.638 0.631 x A 352 "0166 3 1 ,Q24 0.338 Or232 " : 0.464 y A 622 0 {31,1 1.5 ,x :2480 ' 0.613 s 0 792 ' 0 ; 4Q9 9 09, . ,1A 0.792 : ? 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':0.0451 ':0.389 1.32 362T250-54'!" ; +'0:0566.:;0.487 1.66 362T250 =68 .`.0.0713 ` 0.614', 2.09 362T250-97' - i-0.1017 0.875 ' 2.98 0.966 1.224 1.565 2.300 0.510 1.577 0.260 0.641 1.585 0.324 0.808 1.597 0.406 1.155 1.621 0.570 0.818 0. 816 0.813 0.807 0 p13 0'281 °,� 56' ' x1739 0.672 0 9 7 1 0 389 7'69 1 481 j 0.914 ° 1337: ' 0 5 46'« 1 0797 3 104 N 1.259 "X2180 ' 0 928 m 1$ 4 '4E437 2.069 0.262 0.360 0.502 0.851 7.85 10.77 15.04 25.49 2141 I ' P,690�517 3372 1 �I € ! 00 I • I 4703 4Q 103 7Q° 2, 74 �0i 524 F 6622 13 01,. �s t.51i7 1 =696 2481 0 5.33 3621300 -54 '10.0566 0.544 ` 1:85 362T300.68.. ''''.'0A713' ';10.685, : 233 362T300-97 ; 0.1017 0.977 . ' 3.32 1.425 1.823 2.682 0.746 1.618 0.531 0.941 1.631 0.665 1.348 1.657 0.937 0.988 0.985 0.979 t ' 1 051 ,040 7 94�- ?248, 0. = 1456 056). 11 19 310' 1.364 2 409 Q972!' 9 21 .4370 2.268 0.371 0.519 0.887 11.11 15.55 26.54 Y 33fi 63 - .' 4,35 '% 3372 0. 2 76 0 ° 4703 41 x ° 17. 2 415 ^ ,879 0 43.8 i. 6622 Y ?542 2: 4 . •� .446 --; For Section Properties Table Notes see page 3 A = Cross Sectional Area Ix = Moment of inertia (x -axis) Sx = Section modulus (x -axis) Rx = Radius of gyration (x -axis) ly = Moment of inertia (y-axis) Ry = Radius of gyration (y -axis) Ma = Allowable bending moment Va = Allowable shear force J = St. Vennant torsion constant Cw = Torsional warping constant Xo = Distance from center of gravity to shear center along x -axis Ro = Polar radius of gyration about the centroidal principal axis B = Beta coefficient Frj CLARKWESTERN TM B U I L D I N G SYSTEMS Member Thickness Area Weight in in Ib /ft 3625137 =33 0.0346°,0..",'0.236 362S `0 , 045 1''. ":0.306• ,1.04 Gross 33 ksi Effective Properties Ix Sx Rx ly Ry Ix Sx Ma Va in in in in in in in in -k Ib 0.479 0.264 1.424 0.059 0.501 0.616 0.340 1.419 0.075 0.497 50 ksi Effective Properties Torsional Properties Ix Sx Ma Va Jx1000 Cw Xo Ro Beta in in in -k Ib in in in in 0.479 0.616 0.198 5.94 1083 0.293 8,78 2141 Ph sical & Structural Properties Structural Studs & Track 35 /e" 1• THORSON BAKER & Associates, Inc. Consulting Engineers cd Ly4 g,rirauce. &dice - Rear e &w Pi P4 (3.ps) 55' 1, p B) 46f1- J ts�) ' ZZ (z 4. - / / ( 1,0 = io A/L - < /1r.s z = ) . 73 k--. r.73C' S1 o . . 6 - 7 /66 ✓l 3 Project No: 2 �g .— ° l 7 5-- Sheet No g Project: f�![��CS 1 A Date: 1 4 /w for Project Site: _ �p-t , t �AJ4 Prepared By: Q}Jki y 6 (b 06.5 TY /Ns-iz). = �l• �Z,H� 3�s`7l rzfcro) o .40 -- cL (z) 8" /6 s _ (z) 5.190 = E1•Zo "a > Sr9 = 7 Z Sxx s (2) 1, 229 = 2.1fW,, > - I4s ;'11 3 8008162 33 , 4:0:0346 3 ,A413"." 1.41 ' 800S162 43 :0:0451 :."."0837,":"' 1:83; 1 3882 4833 0.896 2.943 0.125 1.158 2.937 0.160 0.550 0.546 3 38450f7 4 500 ki1 ,. 3.322 �20 144 1051 4.428 u . .11 0814 0.866 • 18.39 25.93 : , • 474 01,.2 1051 ?�• 6 1 • ' 1 � A' X1;615 0 951 3142 *� 0; 908;; #20 20 941 , 3 0 91,0,E 1 • .' :0:932 .. 3.119 1 0911 .11 '. -,; 7 '4: y 1 ; 0.8 6 2.8' 800S162.9 ' .169'" `3.98 7.089 9.713 1.772 2.913 0.235 2.428 2.883 0.305 0.5 0 0. 510 1 9 9x/13: 2428 r Z 1 1 ;15827 :8843 y 9.713 • .. 2.428 4•.:1 72.70 , . • - , 10885 :..4.030.E ' ;0 �1.' . 1 1,'12 ,' -4.023 a = 0:899, • 3,06Z� ±0 :914 80082001-,'331,0:03461'"' 8 1 :52- : 'L008200'7430 4300451 ,,:0:582 .1;98• - 8005200 =,54' ,*'.0 :0566 •.' 0:728' ' °.2.47 8008200 68 , "0.0713 i 0.907 ''3.09 800S200 -97 "'' 0:1017' 1'271 X 4.32` ' ` 4.096 5302 6.573 8.140 11.203 1.024 3.023 0.227 1.325 3.018 0.292 1.643 3.009 0.357 2.035 2.996 0.435 2.801 2.969 0.576 0.712 0.708 0.701 0.692 0.673 " ; 4 096' 0 812 , . 6 04 '`47m 3.943 5302 ,A 1 293s - &25 54 ; ; 031, ' 5.302 3a a 65 1 W4.3 *� %0,91 6.573 8140, , 035 ',459 4.221 " 8.140 1'11 1 203 2801 `. ; 6 12 .X8843 11.203 0.692 1.064 1.499 1.964 2.801 20.72 31.85 44.89 65.21 96.63 474 �00U 7' .. 2945 �1 306 3:369 t :0'850 1051 '3 3;l63 x_ 1:295 1 •0:851 A.' • 2091 �< 71 4�6,12t4 1t2Q86Y 3346 • 4221 • 153' i 5631 s 1 , �2.75 3329 � .0,'8534 �° 10885 4381, ;520,..44t253 t'. , .3292' <. 0.855 „8008250:-431,-,,"; 0.0451 0.627 2.13 - 8008250 =54 ,: 0:783 2.66 800S250 -68 „ 0.0713 '' 0:978 ` 3.33 ' 800S250 -97 0,1017 'f l .372 • 4.67 6.015 7.465 9.261 12.789 1.504 3897 0.500 1.866 3888 0.614 2.315 3.077 0.752 3.197 3.053 1.009 0.893 0.886 0.877 0.857 6 015 k 1318- '26 04 J051 a 5.902 :7465 ' ��1�'T93 2 33 85 2091 `'i 7370 ` 9 261 X2..20' 48;33 "s4221� 9.239 •12 789- 71`3191+ . 7.2 072: ,8843 s 12.789 1.090 1.543 2.062 3.054 32.64 46.20 61.73 102.70 1051 2091 0 36 4221 1 1'f'658- 10885 4`731!. fi $20 * 3;641 0783 7 769 1686 r ,3;628 0784 '9 526 1 674 5 3:611 0,;7.85 1.2 838 - 1652 . 3:57 0.787. 8008300 -54 0.0566 ' , 0:882 ° 3.00 8008300,61 , . ` 0.0713 .•' 1.103 . 3:75: 800S300 -97 '' 0.1017 1.550 '• 528 8.790 10.926 15.151 2.198 3.157 1.145 2.731 3.147 1.411 3.788 3.126 1.922 1.139 :, 1.131 1.113 --'- 8:781.4'" 2 009 69 69 ; \2091 8830 K:.10 926 , t ?2 696* 5328 4221 10.926 " =15151 = 3 788 s;: 83:85 8843 15.151 1.797 2.505 3.675 53.80 75.01 121.43 2091 9 t0 9421.5.946 ' 2 354 4100 ? 4221 92859. _ 19;6;34, 2 I� ,4:084 , , 1671.' 10885 I51345 26 701> 2323 , ''.4.0513° . {0.671', `800S350 „: "0.938 3:19. 800S350 -68 . .;0:0713 ", ,1 .174 •' -` 4.00 8008350-97 0.1017 1:652 ' 5:62 9.683 12.046 16.737 2.421 3.212 1.646 3.012 3.203 2.034 4.184 3.183 2.784 1325 1.316 1.298 9 483 2x112 41 4 41209,] 9.184 "12 046'z , `•2 Q 37¢� 56 0 11.914 ' 16.737? 04.101# " 8 9 5 4 3 :8841- 16.737 1.853 2.584 3.785 55.47 77.37 113.34 2091 F 002« ' 4221 r °990 10885 5 2 2 797 s 4'4 x 0 6071 2 8:0292 j-2786 :.£ 4:445r+0 6 0 7 3 8 : 2 7 5 j - -2765 4 4: 41'2" 0 607 8007100= 33 0.0346 0.346 1 18 8007100,4 3 = `0.0451 ,`:`0:451> 1'.53 .800T100 - ,_ ' 0 0`.0 566 .. 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Consulting Engineers 5i,-� w CJ ✓,6: ZD'640I (3rsc v ' 3 60oodl (Jr 3 J H a. i r (2.6' ) 4. Project No: 0178- Project: `,. 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'66 m 19 �2?�69 10.516 2.062 3.645 0.228 0.537 b26 : 9 -16 8.560 1.111 3326 1628 0.845 ' 4:426 , -0:816 3.771.,'..„, 0:953 000 8 0107,74 j 11 97 : 13.292 2.594 3.651 0.284 0.534 *-� =55 e" ° 6 ; 826 61� x 11.820 1.684 50.42 3261 1'690' 5:564 ' -0.812 3:778:1 0.954 s 000,T,-z00.97a 01a t 42 4 84 19.087 3.686 3.664 0.397 0.528 X 1f.031 v `^�5 2� 6777 2 # 48843 , 18.583 3.081 92.25 9507 4.901 7.899 -0.804 3.788 0.955 = 1000-1 004118a Oc1240 1 5 736 5 0 ( 1; 23.422 4.489 3374 0.476 0323 2342 ;, 2x $ ,35 13189 , t a: 23.422 4208 125.99 16235 8.924 9.612 - - 0.799 3.796 0.956 - #00r6,0 4 , 4 43 5 00 0 5 01676 9315 1.873 3.751 0.344 0.713 0 17-6 # 8�2, 6.519 0.742 2222 822 0;458. 6.466 -1.154 3 :989 0.916 21 * 5 1 18 . �' 0.711 :91 a 6 Zb 2d 628 V 9.141 1.132 33.89 1628 0 :906 8:109 -1.150 ' ' 3.993 0.917'' 9C� 1 68 I0 8 15.972 Vt 5 t � 7 2.348 3.757 0.429 7 0 08 F 3 78 X9,9`/, 9 46 3261 ,. 12.708 1.726 51.68 3261 1:81 '10214 -1.146 ' 3.998 ' 0 :918 OODX25097 s s 1b17 5 3 518 = 21.760 4.202 3.780 0.751 0.702 a 20 87 #1 1596. ° 1 05 s 8843 20.254 3.201 95.84 9507 5252 14.565. -1 :138 4:009 ' 0.919 10061 00'54 0 666 � ett:9 5 '3 08 a 13.427 2.633 3.852 0.714 0.888 a 111083 145 ' 8 69s 1628 10.826 1.191 35.65 1628 0.966 13262 -1.510 4.232 0.873 :.1 ° OOOT3'00;68 0 073 r "140 88 � 16.985 3.314 3.860 0.893 0.885 14 416 2 377 46`96 X $261 14.106 1.904 57.01 3261 1.931 16:728 -1.505 4237 0:874 1`0001`300" 97j 07017s 1b25 5:53 Y 24.434 4.719 3.878 1.257 0.879 _ 22 441 ; 3 798 t, .75 04 _• : 8843 21.530 3.589 107.45 9507 5.602 23.921 - 1.496 ' 4.248 ` 0.876 For Section Properties Table Notes see page 3 Rx = Radius of gyration (x -axis) Va = Allowable shear force Ro = Polar radius of gyration about the centroidal principal axis A = Cross Sectional Area ly = Moment of inertia (y -axis) J = St. Vennant torsion constant 0 = Beta coefficient Ix = Moment of inertia (x -axis) Ry = Radius of gyration (y -axis) Cw = Torsional warping constant Sx = Section modulus (x -axis) Ma = Allowable bending moment Xo = Distance from center of gravity to shear center along x -axis B U I L D I N G SYSTEMS THORSON BAKER & Associates, Inc. Consulting Engineers dL ID to U s ( � �'' x e Z = /a a z Project No: 0:25)8?- "' " _ 6) Project: r (JA I /^� Project Site: T c ., i/ �'� / - /36 rtz • la = (36v 3 = o x 7 =a x /26 • 0. Zr (tit DL: $ .67 xW'ox(o F 3'06 I J = /360 5(. *3`Ib = 2 354 1 b low - 61,Lear = Gs -f45 -7 41.L - - - 6. (z,366) _ /026 G: /oz6-1 (i) 75.1' Z.c‘ U ,„ a (P6.k o G , Sores,) - 0. CV2- iN y (� s9 O.Ds�z'j ' ( S6 w a �D•OSGG ' // =7 c3 ��v pia c w'// liii = (64' -) = 3,2 > = Z, Sheet No /;?- Date: L / /Lc / Prepared By '-) / )tJ - I— _ - , THORSON BAKER & Associates, Inc. IBC 2006 Seismic Base Shear Site Class S S 0.489 F 1.600 F„ 2.400 SMS 2.286 SM1 1.174 SDS 1.524 SDI Height MWFRS CT T TL Occupancy Cat. Design Category Basic SFRS R C Do Total Weight Base Shear Consulting Engineers D 1.429 0.782 60 Other building systems v 0.02 0.4312 (Note: Input Ta if known) 12 (obtain from figure 22 -15 thru 22 -20 in ASCE 7 -05) 2 (enter integer) D Ordinary composite braced frames (DSIF) 3.5 2.5 3 (ft) 500.00 (kips) 217.75 (kips) Project No: 2008 -0175 Date: 15- Apr -08 Project: Express #581 Prepared By: NNN Project Site: Tuckwila, WA Principal: GRB Note: Required values denoted by blue box. `enter in decimal value not percentage 'enter in decimal value not percentage 13 Model No. Dimensions Fasteners Allowable Tension Loads (133) Ho[downs - Model Deflection at . Code W H CL Anchor Bolts Screws 2- 33 43 mil 54 mil No. W H CL Anchor Dia Screws mil (2- 20 ga) (18 ga) (16 ga) Highest Allowable . Design Load R S/HD8 2% 13% P % 24 -110 7615 8460 8940 0.085 28, S /HD10 21 16% 11/2 % 30 -/10 9520 9665 9665 0.093 104 S/HD15 23/4 211/2 11/2 1 48 -110 – 12200 14405 0.070 28 Model No. Material mil (ga) Dimensions Fasteners Tension Loads 1100 & 133) Holdowo' Deflection at Highest Allowable Design Load _ . Code Ref Strap p Plate W H CL Anchor Bolts Screws S/LTT20 (12 pa) (3 aa) 2 20 1+/i ' 8 -010 1600 0.209 28, 104 S/H1T14 (11 – 2% 15 11/4 % 14 -910 4385 0.041 ea C 24 S /HD Holdowns 'Y For less fasteners, higher loads, and narrow CFS studs, reference S /HDS and S /HDB. MATERIAL: S/HD8 and S /HD10 -118 mil (10 ga) with %" plate, S /HD15 -171 mil (7 ga) with'" plate. FINISH: Simpson gray paint. Hot -dip galvanized is available; see Corrosion - Resistant Connectors, page 11. INSTALLATION: • Use all specified fasteners. See General Notes. • See SSTB Anchor Bolts. The design engineer may specify any alternate anchorage calculated to resist the tension load for your specific job. • Anchor bolt washer is not required. CODE: See page 7 for Code Listing Key Chart. Available with additional corrosion protection. Check with factory. 1. For load at (100), multiply table value by 0.75 where the 1/3 Increase is not permitted. Reference page 10. 2. Values are test limited. For load at (100), no reduction necessary. For load at (133) for 1/3 increase, no further Increase allowed. 3. The Designer shall specify the anchor embedment and configuration. See SSTB Anchor Bolts and Additional Anchor Design. 4. Deflection a Highest Allowable Design Load The deflection o a holdown measured between the anchor bolt and the strap portion of the holdown when loaded to the highest allowable load listed in the catalog table. This movement Is strictly due to the holdown deformation under a static load test conducted on a steel Jig. S/HD8 C� S/HD1 0 . (S/HD15 similar) StrongTie 2W (S/HD10) 2W (S/HD15) S /LTT & S /HTT tension ties The S/HTT14 is a single -piece formed tension tie --no rivets, and a 4 -ply formed seat which won't unfold during loading. No washers are required. The S /LTT and S/HTT Tension lies are Ideal for retrofit or new construction projects. They provide high strength, post -pour, concrete -to -steel connections. MATERIAL: See table. FINISH: Galvanized. INSTALLATION: • Use all specified fasteners. • Use the specified number and type of screws to attach the strap portion to the steel stud. Bolt the base to the wall or foundation with a suitable anchor; see table for the required bolt diameter. CODE: See page 7 for Code Listing Key Chart. 1. The Designer sha I specify the anchor embedment and configuration. See SSTB Anchor Bolts 2. Load at (100), no reduction necessary. Load at (133) for 1/3 increase, no further Increase allowed. 3. Loads are based on attachment of CFS members having a minimum thickness of 33 mil (20 ga). 4. See S/HD notes regarding deflection at highest allowable design load. Typical S/HTT14 Installation as a Holdown S/HTT14 U.S Patent 5,467,570 WASHER NOT REQUIRED S/LTT20 LOAD TRANSFER PLATE— WASHER NOT REQUIRED Project Info Project Address EXPRESS - WESTFIELD SOUTHCENTER Date 4/18/2008 1070 SOUTHCENTER MALL For Building Department Use n [� % e o SEATTLE, WASHINGTON 98188 Applicant Name: SHREMSHOCK ENGINEERING, INC. Applicant Address: 6130 SUNBURY RD. WESTERVILLE OHIO 43065 _ w 8, CiHO, a ® 'd` Applicant Phone: 614 -545 -4550 ' h ' Project Description ❑ Plans Included ' requirements. ❑ New Building ❑ Addition 4 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.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Nu ber of Fixt r s Watts/ Fixture Allowed Watts per ft Area in ft Allowed x Area SALES 50.0 RETAIL SALES `\p` C2 - 4" RECESS HALOGEN ,V` . 21 3.00 7023.0 21069.0 NONSALES c . 84 STORAGE AREA 1680.0 SALES 36 - 4" RECESSED MR16 ' r k'Y% % 0.50 1221.0 610.5 RESTROOM BO - 3° RECESSED MR16, 6a \* RESTROOM _ 280.0 SALES 0.80 127.0 101.6 OFFICE SALES OFFICE _ 2 t 72.0 1.00 60.0 60.0 36.0 "From Table 15-1 (over) - document all exceptions w1jo{na � ,� \ Total Allowed Watts 21841.1 Location (floor /room no.) tOc• `� Q Fixture D=, n .,.'` - " °��° '4N Nu ber of Fixt r s Watts/ Fixture Watts Proposed SALES N tri � TRACK 1 ce ..s, 343 50.0 17150.0 SALES `\p` C2 - 4" RECESS HALOGEN ,V` . 21 35.0 735.0 SALES H5 - 4" RECESS QUARTZ HALOGEN 0 �V' c . 84 20.0 1680.0 SALES 36 - 4" RECESSED MR16 ' r k'Y% % 14 35.0 490.0 SALES BO - 3° RECESSED MR16, 6a \* 8 35.0 280.0 SALES A9 - 7" RECESSED HALOGEN V/ 5 75.0 375.0 SALES A4 - 6" RECESSED COMPACT FLUORESCENT 2 36.0 72.0 NONSALES A4 - 6° RECESSED COMPACT FLUORESCENT 8 36.0 288.0 NONSALES FG - 4', 1 LAMP FLUORESCENT 3 32.0 96.0 NONSALES FR - 4', 1 LAMP FLUORESCENT 2 32.0 64.0 NONSALES FT - 8', 2 LAMP FLUORESCENT RECEIVED 1 56.0 58.0 NONSALES FU - 12', 3 LAMP FLUORESCENT UI I Y OF Tl, KVVILA 3 85.0 255.0 NONSALES FW - 16', 4 LAMP FLUORESCENT AP 2 , APR /008 1 112.0 112.0 OFFICE N1 - 1'x4', 1 LAMP FLUORESCENT 1 32.0 32.0 RESTROOM A4 - 6" RECESSED COMPACT FLUORESCENT PEKMIT CENTER 4 36.0 144.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 21831.0 Ir°rteri`or Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Proposed Lighting Wattage 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. Tic* Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations' 1.0 Cafeterias, fast food establishments', restaurants /bars 1.3 Post office 1.1 Dormitory 1.0 Retail retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia assembly spaces 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies • 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses storage areas 0.5 Hotel banquet/conference /exhibition hall 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries' 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers 0 Other Q ualification Checklist Note: If occupancy type is - Other - and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. are non - ense a ) or am p b ) 1. Fluorescent fixtures which non-lensed with 1 2 two lamps, reflector or louvers, c) 5 -60 watt T -1, T -2, T -4, T -5, T -8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. Iriteri °or Lighting Summary (back) LTG-INT 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 TABLE 15 -1 Unit Licthtina Power Allowance (LPA Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectatorr seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Project Info Project Address 1 - EXPRESS AT WESTFIELD SOUTHCENTER Date 4/18/2008 2 - 1070 SOUTHCENTER MALL For Building Department Use 3 - SEATTLE, WA 98188 Applicant Name: 4 - SHREMSHOCK ENGINEERING ICN. Applicant Address: 5 -6130 S, SUNBURY RD. WESTERVILLE OH, 43081 Applicant Phone: 6 - (614) 545 -4550 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Pr`oject Summary PRJ -SUM F CPS Revised July 2007 REVIEWED G=O ICE CODE COMPLIANCE JUN 16 .008 Of Tukwila ING DIVISION RECEIVED CITY OF TUKIMLA APR 2 9 2008 PERMIT CENTER Cooling Equipment Schedule Equip. ID Brand Name' Model No. Capacity2 Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location ACCU -1 TRANS (CONDENSER) TTA240 237660 8000 CV 9.70 170750 ROOF AHU -1 TRANE (AIR HANDLER) LAPCAA14F 193790 8000 2265 ABOVE CEILING Fan Equipment Schedule Equip. ID Brand Name' Model No. CFM SP' HP /BHP Flow Control Location of Service EF -1 LOREN COOK GEMINI 122 75 193790 8000 CV RESTROOMS 170750 Applicant Phone: 6 - (614) 545 -4550 Heating Equipment Schedule Equip. ID Brand Name' Model No. Capacity2 Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency AHU -1 TRANE LAPCAA14F 193790 8000 22665 50KW ELEC 170750 Applicant Phone: 6 - (614) 545 -4550 Project Info Project Address 1 - EXPRESS AT WESTFIELD SOUTHCENTER Date 4/18/2008 2 - 1070 SOUTHCENTER MALL For Building Dept. Use 3 - SEATTLE, WA 98188 Applicant Name: 4 - SHREMSHOCK ENGINEERING ICN. Applicant Address: 5 -6130 S, SUNBURY RD. WESTERVILLE OH, 43081 Applicant Phone: 6 - (614) 545 -4550 2006 Washington State Nonresidential Energy Code Compliance Forms Mechanical Summary MECH -SUMO Project Description Briefly describe mechanical system type and features. Includes Plans 2006 Washington State Nonresidential Energy Code Compliance Form SPLIT DX SYSTEM. Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 Revised July 2007 Compliance Option 0 Simple System 0 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. '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 If Heating /Cooling ✓ Constant vol? 1 Air cooled? ❑ Packaged sys? ❑ <20,000 Btuh? See Section 1421 for full description of or Cooling Only: Split system? ✓ ✓ Economizer included? Simple System qualifications. If Heating Only: y' ❑ <5000 cfm? ❑ <70% outside air? Mechanical Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. START <5000 cfm? ingle Package Unit? <70% OSA Econo Included? Simple System Allowed (section 1420) Air Cooled, Constant Vol? otal Ca.. wo economize <240,000 Btuh or 10 %? Use Complex Systems (section 1430) .ol Ca. <20,000 Btuh? plit Syste <= 84,000 Btuh? Outd or Adjacent to utdoor of Ca <54,000 Btuh? Heating Only 2006 Washington State Nonresidential Energy Code Compliance Form Reference Section 1421 Yes — Yes* Heating /Cooling or Cooling Only Yes Yes • Reference Section 1423 Yes Yes Yes Yes No Yes Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Cooling Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location ACCU -1 TRANS TTA240 237660 8000 22665 9.70 170750 ROOF 6 - (614) 545 -4550 Fan Equipment Schedule Equip. ID Brand Name' Model No. CFM SP' HP /BHP Flow Control Location of Service EF -1 LOREN COOK GEM LAPCAA14F 193790 8000 22665 5 -6130 S, SUNBURY RD. WESTERVILLE OH, 170750 Applicant Phone: 6 - (614) 545 -4550 Heating Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency AHU -1 TRANE LAPCAA14F 193790 8000 22665 5 -6130 S, SUNBURY RD. WESTERVILLE OH, 170750 Applicant Phone: 6 - (614) 545 -4550 Project Info Project Address 1 - EXPRESS AT WESTFIELD SOUTHCENTER Date 4/18/2008 2 - 1070 SOUTHCENTER MALL For Building Dept. Use 3 - SEATTLE, WA 98188 Applicant Name: 4 - SHREMSHOCK ENGINEERING ICN. Applicant Address: 5 -6130 S, SUNBURY RD. WESTERVILLE OH, 43081 Applicant Phone: 6 - (614) 545 -4550 Mechanical Summary MECH -SUMS 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. Includes Plans 2006 Washington State Nonresidential Energy Code Compliance Form SPLIT DX SYSTEM. Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 Revised July 2007 Compliance Option Simple System 0 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. 'If available. 2 As tested according to Table 14 -1A through 14 -1 G. 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: 1 Constant vol? Split system? ✓ Air cooled? ❑ Packaged sys? ❑ <20,000 Btuh? ,✓ -' Economizer included? If Heating g Onl y' ❑ <5000 cfm? o ❑ <70 /o outside air? 2006 Washington State Nonresidential Energy Code Compliance Fomi Mechanical Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Econo Included? Simple System ♦ Allowed (section 1420) Air Cooled, Constant Vol? <70% OSA Use Complex Systems (section 1430) ingle Package Unit? <20,000 Btuh? otal Ca.. wo economize <240,000 Btuh or 10 %? plit Syste <= 84,000 Btuh? Outd or Adjacent to utdoor of Ca <54,000 Btuh? Heating Only No Reference Section 1421 Yes — Yes* Heating /Cooling or Cooling Only Yes Yes 1 Reference Section 1423 Yes Yes Yes Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Open Motors Closed Motors 3,600 1,800 1,200 3,600 1,800 1,200 Efficiency ( %) Efficiency ( %) - 82.5 80.0 75.5 82.5 80.0 82.5 84.0 84.0 82.5 84.0 85.5 84.0 84.0 85.5 84.0 84.0 86.5 84.0 86.5 86.5 85.5 87.5 87.5 85.5 87.5 87.5 87.5 87.5 87.5 87.5 88.5 88.5 88.5 89.5 89.5 88.5 89.5 90.2 89.5 89.5 89.5 89.5 91.0 90.2 90.2 91.0 90.2 90.2 91.0 91.0 90.2 91.0 90.2 91.0 91.7 91.7 91.0 92.4 91.7 91.0 92.4 92.4 91.0 92.4 91.7 91.7 93.0 93.0 91.7 93.0 93.0 92.4 93.0 93.0 92.4 93.0 93.0 930 93.6 93.6 93.0 93.6 936 93.0 94.1 93.6 93.0 94.1 936 93.0 94.1 94.1 93.6 94.5 94.1 936 94.5 94.1 94.5 94.5 94.1 936 95.0 94.5 • 94.5 95.0 95.0 94.5 95.0 94.5 95.0 95.0 95.0 Electric Motors MECH -MOT 2006 Washington State Nonresidential Energy Code Compliance Forms Project Address Complete the following for all design A & B squirrel -cage, T -frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). Motor No. or Location AHD-1 Minimum Nominal Full-Load Efficiency Synchronous Speed (RPM) HP 1.0 1.5 2.0 3.0 5.0 7.5 10 15 20 25 30 40 50 60 75 100 125 150 200 HP 7- 1/2 2006 Washington State Nonresidential Energy Code Compliance Form 1 - EXPRESS AT WESTFIELD SOUTHCENTER Type (open /closed) closed SUPPLY AIR Description of Application or Use Date 4/18/2008 For Building Department Use Synch. Speed 1800 Revised July 2007 Min.Nom. Full load Efficiency 8900.0% 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- 1Aor14 -1B). 3. Motors that are art integral part (i.e. not easily removed and replaced) of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion - proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is with a less- efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies. Mechanical Permit Plans Checklist MECH 2006 Washington State Nonresidential Energy Code Compliance Forms -CHK Revised July 2007 Project Address 1 - EXPRESS AT WESTFIELD SODTHCENTER Date 4/18/2008 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 yes 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 yes 1412.1 Temperature zones Indicate locations on plans yes 1412.2 Deadband control Indicate 5 degree deadband minimum yes 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types yes 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage yes 1412.4.2 Optimum Start Indicate optimum start controls no 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 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy areas yes 1422 Thermostat interlock Indicate thermostat interlock on plans yes 1423 Economizers Equipment schedule 1413 Air economizers yes 1413.1 Air Econo Operation Indicate 100% capability on schedule yes 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 yes 1413.3 Integrated operation Indicate capability for partial cooling yes 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary yes 1414.2 Duct insulation Indicate R -value of insulation on duct yes - 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements yes 1416.2.1 Commissioning Provide commissioning plan 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing yes 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training yes 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 SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. yes 1441 Elec. water heater Indicate R -10 insulation under tank yes 1442 Shut -off controls Indicate automatic shut -off yes 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 2006 Washington State Nonresidential Energy Code Compliance Form no is circled for any question, provide explanation: 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECH -CH 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent Qamper is an acceptable alternative to a flue damper for fumaces where combustion air is drawn from the conditioned space. All fumaces 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 cooing with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time 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 for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1 Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water-cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECH -CH 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent Qamper is an acceptable alternative to a flue damper for fumaces where combustion air is drawn from the conditioned space. All fumaces 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 cooing with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time 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 for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1 Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry- bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water-cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying UUIICIJ III tilt II Ibt JIUIY ollu IeveIJ UeIUW Me IIIJI JIUI vi UulIuIIIIyJ """ "" "•' •-'•" " " " - -' -- -` -� - -- -'-- ` - - -- _ - -�• three or more stories in heggljb6 Washington State Nonresidential E41er §rC1984 tbiliViffhtf6P195Pthecluipment, or 1412.4.2 O Start Controls: Heating and cooling systems with design supply 2. are isolated from the exterior with an automatic shut -off damper complying 'air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum with Section 1412.4.1. start controls shall be designed to automatically adjust the start time of an HVAC Once outside air ducts meet the above listed requirements, any runs within system each day to bring the space to desired occupied temperature levels conditioned space shall comply with Table 14 -5 requirements. immediately before scheduled occupancy. The control algorithm shall, as a Other ducts and plenums shall be thermally insulated per Table 14 -5. minimum, be a function of the difference between space temperature and occupied Exceptions: setpoint and the amount of time prior to scheduled occupancy. 1. Within the HVAC equipment. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set- 2. Exhaust air ducts not subject to condensation. up, and defrost conditions. These controls shall anticipate need for heat and use 3. Exposed ductwork within a zone that serves that zone. compression heating as the first stage of heat. Controls shall indicate when 1415 Piping Systems supplemental heating is being used through visual means (e.g., LED indicators). 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment Exception: Piping installed within unitary HVAC equipment. with a capacity over 225,000 Btu/h shall have modulating or staged combustion Water pipes outside the conditioned space shall be insulated in accordance with control. 000 Washington State Plumbing Code (WAC 51 -26) EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1416 Completion Requirements (Refer to NREC Section 1416 and the Building 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have Commissioning Guidelines, published by the Building Commissioning Association, a means for balancing, including but not limited to, dampers, temperature and for complete text and guidelines for building completion and commissioning pressure test connections and balancing valves. requirements.) - ACTIVITY NUMBER: D08 -235 DATE: 06 -06 -08 PROJECT NAME: EXPRESS SITE ADDRESS: 1070 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: :u't.ing Divis Complete Comments: Public Works PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 Fire Prevention Structural Incomplete Approved U Approved with Conditions Notation: REVIEWER'S INITIALS: n DATE: DATE: Planning Division ❑ Permit Coordinator DUE DATE: 06 -12 -08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route 7/ Structural Review Required n No further Review Required C u DUE DATE: 07 -10 -08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 - 235 DATE: 04 - - PROJECT NAME: EXPRESS SITE ADDRESS: 1070 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: '1 6 jd , Bui g D ' Ision P�{b WQr DETERMINATI9N OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY • PLAN REVIEW /ROUTING SLID 61( ) 6 -U-03 Fire Prevention Structural Incomplete No further Review Required DATE: DATE: I46,_ Planning Division Permit Coordinator Not Applicable n DUE DATE: 05-01-08 n n DUE DATE: 05-29-08 Approved ❑ Approved with Conditions Not Approved (attach comments) r Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: r tb V Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION SUBMITTAL 1 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 6 -o$ • 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.tulcwila.wa.us Plan ChecWPermit Number: D08 -235 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: EXPRESS Project Address: 1070 Southcenter Mall Contact Person: Tim Schenk Phone Number: I • • SA1.051.1 Summary of Revision: SEC A rtACA.ke0 -I Q(' EYtc4 Irt.c r . Sheet Number(s): CONAVC gaiS Ot= KANIS rte. I 'S' 12110 B "Cloud" or highlight all areas of revision including date o revision Received at the City of Tukwila Permit Center by: 4S in Permits Plus on (0- r t / o `O b \applications\forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: CITY of U ' alti 0 6 2U polittA %T C;FW1 FY .� r • • SHREMSHOCK ARCHITECTS, INC. 6130 S. Sunbury Rd 614.545.4550 email: info(Fi!shremshock.com Tukwila Building Division Attn: Allen Johannessen, Plans Examiner RE: Express Westfield Southcenter Mall- Store #818 Space No. 332 1070 Southcenter Tukwila, WA 98188 Arch Project No.: #08098.R01 Permit No.:D08 -235 Dear Mr. Allen Johannessen, Itemized below are our responses to those planning review comments generated by your office, on May 7th, 2008, regarding the above subject location. The associated changes on those pages outlined below have been identified by a `cloud' and marked with an adjacent delta #1 for clarity purposes. Please be aware that all other indicated delta #1 changes were executed in response to landlord commentary and/or owner directed design changes. Architectural Review Comments 1. Comment: An egress path similar to the one shown on A02.3 shall also be required to extend to the other side of this tenant space to meet code for aisle access ways leading to the common path of travel to the required exits. Access to the common path of egress travel distance shall not exceed 30' via minimum 30 inch clear width aisle access ways at any point within the merchandise pad. Revise egress plan to show aisle access ways to not exceed travel distance to the common path of egress. Response: An egress path has been added to the other side of tenant space in accordance with this stated code Please refer to sheet A02.3 and A06.1. 2. Comment: Provide notations or show emergency lighting along a common path of travel leading to the required exits. Emergency lighting shall meet means of egress illumination requirements including the 1 footcandle requirement at the walking surface. Response: Our office acknowledges receipt of said comment and we understand that said work will be addressed by others under separate letter. Please refer to attached engineering letter. Additional emergency lights added to sheet A4.1. CORRE TION LTR # Westerville, OH. 43081 fax: 614.545.4555 http: / /www.shremshock.com SOS -23 Gerald S. Shremshock, AIA Ohio Reg. No. 6968 May 27, 2008 ED JUN 06 2008 PERMIT CENTEF • r Regards- • SHREMSHOCK ARCHITECTS, INC. 6130 S. Sunbury Rd 614.545.4550 email: info nshremshock.com Westerville, OH. 43081 fax: 614.545.4555 Intp://www.shremshock.com Gerald S. Shremshock, ALA Ohio Reg. No. 6968 3. Comment: Full height glazing, where one or more sides of any pane of glass are not firmly supported, or are subject to unusual load conditions, that glazing shall require detailed construction documents with shop drawings and analysis specifically detailing the installation. Typically where the glazed edges adjacent to other glazing having no vertical supports are provided with glazing clips. Please provide an engineered design for the unsupported glass panel edges. Response: Glazing clips have been added to the storefront elevation on sheet A08.1. Our office acknowledges receipt of the requirement for glazing shop drawings. Please allow the shop drawings to be addressed by others under separate submittal and permit once the contractor has been awarded. Lysa Corinne Erway Brown Shremshock Architects, Inc. • • SHREMSHOCK ENGINEERING, INC. 6130 S. Sunbury Rd 614.545.4550 email: infor @shremshock.com Tukwila Building Division Attn: Allen Johannessen, Plans Examiner RE: • Express Westfield Southcenter Mall- Store #818 Space No. 332 1070 Southcenter Tukwila, WA 98188 Arch Project No.: #08098.ER01 Permit No.:D08 -235 Dear Mr. Allen Johannessen, Westerville, OH. 43081 fax: 614.545.4555 http: / /www.shremshock.com Gerald S. Shremshock, AIA Ohio Reg. No. 6968 May 27, 2008 Itemized below are our responses to those planning review comments generated by your office, on May 7th, 2008, regarding the above subject location. The associated changes on those pages outlined below have been identified by a `cloud' and marked with an adjacent delta #1 for clarity purposes. Please be aware that all other indicated delta #1 changes were executed in response to landlord commentary and/or owner directed design changes. Engineering Review Comments 2. Comment: Provide notations or show emergency lighting along a common path of travel leading to the required exits. Emergency lighting shall meet means of egress illumination requirements including the 1 footcandle requirement at the walking surface. Response: Additional X9 lighting fixtures have been added in order to comply with IBC 1006, where the egress path as shown on sheet A02.3 has an average of 1.0 fc and a minimum of 0.1 fc. See sheet E03.4 sheet that has been added to the electrical set. Regards- Adam Hoyt Shremshock Engineering, Inc. May 8, 2008 Tim Schenk 1120 East 80 Street Bloomington, MN 55420 RE: CORRECTION LETTER #1 Development Application Number D08 -235 Express —1070 Southcenter Mall Dear Mr. Schenk, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 - 133 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If -you have any questions, please contact me at (206) 431 -3670. Sincerely, r al' Brenda Holt Permit Coordinator encl File No. D08 -235 • Cizy of Tukwila P:\Permit Center\Correction Letters\2008\D08 -235 Correction Ltr #1.DOC wer • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo • • Date: May 7, 2008 Project Name: EXPRESS Permit #: D08 -235 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. An egress path similar to the one shown on sheet A02.3 shall also be required to extend to the other side of this tenant space to meet code for aisle access ways leading to the common path of travel to the required exits. Access to the common path of egress travel distance shall not exceed 30 feet via minimum 30 inch clear width aisle access ways at any point within the merchandise pad. Revise egress plan to show aisle access ways do not exceed travel distance (30 feet) to the common path of egress. (IBC 1014.4.1 & 1014.4.2) 2. Provide notations or show emergency lighting along a common path of travel leading to the required exits. Emergency lighting shall meet means of egress illumination requirements including the 1 foot - candle requirement at the walking surface. (IBC Section 1006, Section 1016 & 1025.8) 3. Full height storefront glazing, where one or more sides of any pane of glass are not firmly supported, or are subject to unusual load conditions, that glazing shall require detailed construction documents with shop drawings and analysis specifically detailing the installation. Typically where the glazed edges adjacent to other glazing having no vertical supports are provided with glazing clips. Please provide an engineered design for the unsupported glass panel edges. (IBC 2403.2 & 2403.3) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 2 2 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 '2 4- Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 i '3 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 2 11. Water closet, tank or valve, >1.6 GPF 8 4 kg King County Department of Natural Resources and Parks Wastewater Treatment Division Non- Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 070 f U irt'i-t C-6 44 L L Property Street Address City Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) Owner's Phone Number (with Area Code) State ZIP Property Contact Phone Number (with Area Code) Owner's Mailing Address t 160 1 w 1 Lri-141z-6 LVb 142 "1 A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of correct data f determination of a revised capacity charge. Signature of Owner /Representative t. or RCE For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # C ?(J7'20- "(210 Party to be Billed (if different from owner) 1- 1 44 Lea frxxlihrpr City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes IJ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: 0 Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) CITY OF TUK1MLA A • ci ANK 2 9LUU8 0 3 J14 i r K1rrAY c=0L unto i U 1-t '.w i•L/tr RCE 0 PERMIT CENTER Date 4/23 /Ce RCE Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 USF£tG CO JR6290 06/27/2003 Until Cancelled $12,000.00 07/10/2003 Name Role Effective Date Expiration Date STONE, MICHAEL D PRESIDENT 07/16/2003 Amount FORBUSH, ALLISON L SECRETARY 07/16/2003 Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date TRAVELERS Untitled Page General /Specialty Contractor A business registered as a construction contractor with LI:tI 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. GREENWOOD CONSTRUCTION COMPANY Business and Licensing Information Name GREENWOOD CONSTRUCTION COMPANY Phone 8015760550 Address 12637 SO 265 WEST STE 100 Suite /Apt. City State Zip County DRAPER UT 84065 OUT OF STATE Business Type CORPORATION Parent Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Separation Date Previous License Next License Associated License Specialty 1 Specialty 2 602306206 ACTIVE GREENCC973MW CONSTRUCTION CONTRACTOR 7/10/2003 7/10/2009 GENERAL UNUSED Business Owner Information Bond Information Insurance Information • • https:// fortress .wa.gov /lni/bbip/Detail. aspx ?License= GREENCC973MW Page 1 of 2 08/04/2008 GENERAL CONTRACTOR DANYULE BR - KU 206 -802 -6070 NESTFIELD SOUTI- ICENTER 633 SOUTI- ICENTER SEATTLE, NA 9818B ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS, DOCUMENTS, AND THE ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S PROJECT MANAGER BEFORE PROCEEDING WITH ANY WORK. 2. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR OMISSIONS, ETC., SHALL BE IMMEDIATELY REPORTED TO THE OWNER'S PROJECT MANAGER FOR CLARIFICATION PRIOR TO THE PERFORMANCE OF ANY WORK IN QUESTION. 3. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT OR NOT IN CONTRACT, HE SHALL BE RESPONSIBLE FOR LOSS AND /OR DAMAGE TO THESE ITEMS. 4. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, IT LIGHTING, FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPILCABLE CODES AND ORDINANCES. 5. DURING ALL PHASES OF WORK, DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ADJACENT AND NEIGHBORING TENANTS. 6. 'TYP.' MEANS THAT THE CONDITION IS REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT. UNLESS NOTED OTHERWISE, DETAILS ARE KEYED AND NOTED 'TYP.' ONLY ONCE WHEN THEY FIRST OCCUR. 7. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. 8. ARCHITECTURAL DRAWINGS . TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT DIMENSIONS AND NUMBER OF ITEMS PROVIDED. UPON DISCOVERY OF DISCREPENCIES BETWEEN ARCHITECTURAL DRAWINGS AND ENGINEERING DRAWINGS, OWNER'S PROJECT MANAGER SHALL BE NOTIFIED AT ONCE. 9. DIMENSIONS SHOWN ON PLANS ARE TO FACE OF GYPSUM BOARD, CONCRETE COLUMNS OR GRID LINES AND FACE OF EXTERIOR MASONRY UNLESS OTHERWISE NOTED OR DETAILED. 10 CONTRACTOR SHALL, IN THE WORK OF ALL TRADES, PERFORM ANY AND 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 ROOF PATCHING SI-IALL RETURN AREA TO "LIKE NEW" CONDITION. PRIOR TO PATCHING, G.G. TO VERIFY ANY ROOF WARRANTIES WITH LANDLORD. II. EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION UPON THE COMPLETION OF 1-115 WORK ON A DAILY BASIS. ALL WASTE, RUBBISH AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. THE GENERAL CONTRACTOR 51-IALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL TRASH, INCLUDING OWNER - FURNISHED ITEMS AND TRASH GENERATED BY OWNER'S CONTRACTORS FOR THE DURATION OF THE PROJECT. 12. CONTRACTOR SHALL PROVIDE TWO FIRE EXTINGUISHERS (ONE EACH IN SALES AND NON- SALES) OR AS REQUIRED BY FIRE MARSHALL. VERIFY EXACT LOCATIONS WITH PROJECT MANAGER PRIOR TO INSTALLATION. EXTINGUISHERS TO HAVE A RATING OF NOT LESS THAN 2 -A OR 2- A/10BC WITHIN 75' TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING DURING CONSTRUCTION. EXTINGUISHERS TO BE CERTIFIED FOR FIRST YEAR. 13 . A 44" CLEAR AISLE SHALL BE MAINTAINED THROUGH ROOMS TO EXIT DOORS AT ALL TIMES. 14. NO FOOD, ALCOHOL OR SMOKING IS TO BE STORED, SERVED OR CONSUMED ON THE PREMISES. 15. ALL SECURITY DOOR AREAS TO BE PROVIDED WITH A KEY LOCKING DEVICE SO AS TO ENABLE DOOR TO BE LOCKED IN THE OPEN POSITION AND REMAIN UNLOCKED DURING BUSINESS HOURS (WITH THE EXCEPTION OF THE REAR SERVICE DOOR). 16. ONLY PANIC HARDWARE APPROVED AND LISTED BY THE STATE FIRE MARSHALL SHALL BE INSTALLED. 17. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING 50 OR MORE PERSONS. 18. DOORS OPENING INTO ONE -HOUR FIRE - RESISTIVE CORRIDOR SHALL BE PROTECTED WITH A CLOSURE AND A SMOKE OR DRAFT STOP FIRE ASSEMBLY HAVING A MIN. 20 MINUTE RATING. 19. EXIT /EMERGENCY LIGHTING SHALL BE ELECTRICALLY ILLUMINATED WITH NORMAL OPERATION POWER PROVIDED BY THE PREMISES WIRING SYSTEM. IN THE EVENT OF LOSS OF NORMAL POWER AN EMERGENCY POWER BACKUP SYSTEM INTEGRAL TO EACH EMERGENCY LIGHTING AND EXIT SIGN FIXTURE SHALL PROVIDE POWER. EMERGENCY LIGHTING SHALL PROVIDE A MINIMUM VALUE OF ONE FOOTCANDLE AT FLOOR LEVEL, UNIFORM Tl- IROUGHOUT EGRESS PATH FOR A MINIMUM OF 90 MINUTES. 20. FIRE DAMPERS SHALL BE PROVIDED BY MECHANICAL SUBCONTRACTOR WHERE DUCTS PENETRATE FIRE -RATED WALLS OR CEILINGS. REFER TO MECHANICAL DRAWINGS. 21. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE, OR EFFORT. 22. ANY MODIFICATIONS TO EXISTING SPRINKLER /ALARM SYSTEM AND EXTERIOR SIGNAGE WILL BE UNDER SEPARATE COVER(5) AND PERMIT(S). 1. THE GENERAL CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS AND FURNISH THE STORE MANAGER WITH THE CERTIFICATE OF OCCUPANCY. ALSO, PROVIDE A LIST OF NAMES, ADDRESSES, AND TELEPHONE NUMBERS FOR ALL SUBCONTRACTORS, INCLUDING ALL OWNER PROVIDED SUBCONTRACTORS. BOTH ITEMS TO BE MOUNTED IN SEPARATE PICTURE FRAMES (8 -I /2" x I1 ") ON REAR OF MANAGERS OFFICE DOOR (REFER HARDWARE GROUP G FOR MOUNTING HT.) AND ONE COPY TO OWNER'S PROJECT MANAGER. 2. THE GENERAL CONTRACTOR SHALL ALSO FURNISH COPIES OF SAID ITEMS TO EXPRESS STORE PLANNING, INC. 3. PRIOR TO STORE OPENING, THE G.C. IS RESPONSIBLE TO ARRANGE FOR A CERTIFIED INDEPENDENT BALANCING CONTRACTOR TO BALANCE H.V.A.C. SYSTEM. REFERENCE "AIR BALANCING CHECKLIST" AND PROCEDURES ON MECHANICAL DRAWINGS. CONTRACTOR SHALL PROVIDE THE LANDLORD AND OWNER'S PROJECT MANAGER WITH A COPY OF THE BALANCE REPORT. 4. IF REQUIRED BY LANDLORD, THE G.C. SHALL SECURE TIE NECESSARY APPROVAL OF STORE'S SPRINKLER SYSTEM FROM LANDLORD'S FIRE INSURANCE CARRIER. G.G. SHALL TURN OVER ALL KEYS TO STORE MANAGER CLEARLY MARKING EACH KEY FOR IDENTIFICATION. 6. G.C. SHALL PROVIDE A PROFESSIONAL CLEANING SERVICE FOR THE STORE AT THE TIME OF COMPLETION. STORE SHALL BE CLEANED AGAIN AFTER MERCHANDISING OF THE STORE, AS REQUIRED TO RETURN TO A "DUST- FREE" CONDITION PRIOR TO OPENING. 5. 7. G.C. SHALL EXPLAIN OPERATION OF ALL MECHANICAL SYSTEMS TO STORE MANAGER. B. q. GENERAL NOTES LEVEL 1 PUBLIC TOILET FACILITIES (APPROX TRAVEL DISTANCE : 350') EXPRESS SPACE *332 PUBLIC TOILET FACILITIES (APPROX TRAVEL DISTANCE : 400') OF ;MR imp U 0 0 b a z • . : IR •:: m irk rim m g in ......,,,,... .....kr .w" ■ +1111111111•MI LIME I :111 ITITrrI nJl Il I rffm I Irp p 111111 11 iu11RI1I 11 I 9.11+41-11ffl G iw LIu 1111111111111111111111111 111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIII G.G. SHALL UNCRATE, ASSEMBLE, AND INSTALL REMAINING OWNER SUPPLIED FIXTURES $ HARDWARE ARRIVING ON MERCI- IANDISE TRUCK. G.C. IS RESPONSIBLE TO PROVIDE (1) 30 YARD TRASH CONTAINER FOR ALL INITIAL MERCHANDISE PACKING MATERIALS PRIOR TO STORE OPENING. DUMPSTER TO BE REMOVED AFTER MERCHANDISING. 10. ONE (1) AS -BUILT SET OF DRAWINGS SHALL REMAIN IN PLAN TUBE HOLDER. TURNOVER REQUIREMENTS PLAN DETAIL REFERENCE SHEET NUMBER PLAN SECTION REFERENCE SHEET NUMBER SECTION DETAIL REFERENCE SHEET NUMBER ELEVATION REFERENCE SHEET NUMBER SIM, BLDG SECTION REFERENCE - xx /Axx.x ELEVATION HEIGHT TARGET --' � x' -Y" A.F.F. LOCATION IN SPACE LOCATION CABINET /FIXTURE TYPE LAYOUT ORIGIN --- ALLAYOUT POINT WALL TYPE DOOR NUMBER CODED NOTE REVISION SYMBOL REVISION CLOUD CEILING HEIGHT CEILING FINISH • FINI51 ADDITIONAL NOTES FINISH CALL -OUT ADDITIONAL NOTES ROOM NUMBER WALL FINISH CALL -OUTS BASE FINISH CALL -OUT CABINET FINISH CALL -OUT TRIM FINISH CALL -OUT FLOOR FINISH CALL -OUT 0 0 1 _0 " NOTE NOTE • FINISH + NOTE NOTE ROOM W B G F • number wall base cabinet trim Floor SYMBOLS LEGEND ABV ABOVE A.G.T. ACOUSTICAL CEILING TILE A.F.F. ABOVE FINISH FLOOR ALUM ALUMINUM BD BOARD B LKG BLOCKING B/W BACKWRAP CALC.S CALCULATIONS . CENTERLINE CLG CEILING COL COLUMN CONC CONCRETE CONSTR CONSTRUCTION CANT CONTINUOUS C.T.F. CUT TO FIT C/W CASHWRAP DP DATUM POINT EA EACH ELEV ELEVATION ELV ELEVATOR ESDC EXPRESS STORE DESIGN $ CONSTRUCTION EQ EQUAL EXIST OR (E) EXISTING EXT EXTERIOR F.C.D. FINISH CABINET DIMENSION FD FLOOR DRAIN F.D. FIELD DETERMINED FIN FINISH FL FLOOR FLG FLOORING FLUOR FLUORESCENT FRT FIRE RETARDANT TREATED F.O. FINISHED OPENING F.O.F. FACE OF FINISH F.R. FITTING ROOM F.R.P. FIBERGLASS REINFORCED PLASTIC F.5. FLAME SPREAD G.C. GENERAL CONTRACTOR GYP (BD) GYPSUM (BOARD) H.C. HANDICAPPED 14.D. F. HIGH DENSITY FIBERBOARD HGT HEIGHT HORIZ HORIZONTAL HR HOUR INCAND INCANDESCENT INT INTERIOR LAV LAVATORY L.L. LEASE LINE MAX MAXIMUM M.D.F. MEDIUM DENSITY FIBERBOARD MECH MECHANICAL MFG MANUFACTURER MISC MISCELLANEOUS MIN MINIMUM MTL METAL N.P. NEUTRAL PIER N.T.5. NOT TO SCALE (N) NEW O.C. ON CENTER OPNG OPENING PL PLATE PLEX PLEXIGLASS PLYWD PLYWOOD PREFIN PREEN ISHED P.M. PROJECT MANAGER RAD RADIUS REQD REQUIRED (REF) REFERENCE R.O. ROUGH OPENING 5.D. SMOKE DEVELOPED SECT SECTION SHT SHEET SIM SIMILAR SQ SQUARE S.S.D. SEE STRUCTURAL DRAWINGS STL STEEL STRUCT STRUCTURE TEMP TEMPERATURE TAU TI- IROUGH TYP TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.G. VOLUME CONTROL VERT VERTICAL V.I.F. VERIFY IN FIELD W/ WITH ND WOOD W/0 WITHOUT SOUTHCENTER MALL 1070 SOUTHCENTER MALL TUKWILA, WA 98188 VICINITY MAP KEY PLAN FRONT APPROACH, PUSH SIDE FRONT APPROACH, PULL SIDE 36" MIN 0115 '( ELEVATOR: OFF- CENTERED DOOR CLEAR WIDTH OF AN ACCESSIBLE ROUTE GENERAL ACCESSIBILITY CONDITIONS ARCHITECTURAL AQQ PROJECT INFORMATION A00.0 COVER SHEET A00.1 RESPONSIBILITY SCHEDULE A00.2 FINISH AND DOOR SCHEDULES A00.3 NOTES AND LEGENDS A00.4 OPEN A01 TEMPORARY WORK A01.I DEMOLITION PLAN A01.2 A01.3 A01.4 A01.5 A01. G A01,7 DEMOLITION PLAN DEMOLITION BARRICADE OPEN OPEN OPEN OPEN A02 CONSTRUCTION A02.1 CONSTRUCTION FLOOR PLAN A02.2 CONSTRUCTION FLOOR PLAN A02.5 LIFE SAFETY PLAN A03 REFLECTED CEILING A03.1 REFLECTED CEILING PLAN A03.2 REFLECTED CEILING PLAN A0.4 REFLECTED LIGHTING A04.1 REFLECTED LIGHTING PLAN A04.2 REFLECTED LIGHTING PLAN A05 FLOOR t WALL FINISH A05.1 FLOOR * WALL FINISH PLAN A05.2 FLOOR $ WALL FINISH PLAN A06 PRESENTATION 4 FIXTURE PACKAGE A06.1 PRESENTATION 4 FIXTURE PLAN A06.2 PRESENTATION $ FIXTURE PLAN A07 INTERIOR ELEVATIONS A07.1 INTERIOR ELEVATIONS A07.2 INTERIOR ELEVATIONS A07.3 INTERIOR ELEVATIONS A07_4 OPEN A08 STOREFRONT CONSTRUCTION A08.1 STOREFRONT LAYOUT PLAN 4 ELEVATION A08.2 STOREFRONT SECTIONS 4 DETAILS A08.3 STOREFRONT DETAILS A013.4 STOREFRONT DETAILS AOq VERTICAL CIRCULATION -, 7 ry , A09.1 OPEN AO9.2 OPEN EMI,' Aoq.3 OPEN C lfROV A001 OPEN . . AIO CABINET ASSEMBLY Tar MILL PACKAGE AI0.1 DENIM WALL (CABINET) A10.2 GO -BACK NICHE A10.3 GABLE CABINET A10.4 PUCK FOCAL WALL DETAILS A105 OPEN A10.6 5 4 7 DENIM PUCK FOCAL WALLS A10.7 OPEN A10.8 OPEN Alo.l OPEN A11 BACKWRAP /CASHWRAP ASSEMBLY AI1.1 CASHWRAP ASSEMBLY (STRAIGHT) A11.2 CASHWRAP ASSEMBLY (STRAIGHT) AI1.3 BACKWRAP ASSEMBLY (STRAIGHT) A11.4 BACKWRAP ASSEMBLY (STRAIGHT) A11.5 OPEN A11.6 OPEN AII.7 OPEN A11.8 OPEN All.q OPEN Al2 CONSTRUCTION DETAILS Al2.1 PARTITION DETAILS Al2.2 FLOOR TRANSITION DETAILS Al2.3 CEILING DETAILS Al2.4 DOOR/JAMB DETAILS Al2.5 COLUMN AND BASE DETAILS Al2.6 LIGHTING DETAILS Al2.7 PASS THRU DETAILS Al2.8 WOOD PASS THRU DETAILS Al2.q OPEN A13 CONSTRUCTION DETAILS - ROOMS A13.1 TOILET ROOM A13.2 FITTING ROOM (TYP) A13.3 FITTING ROOM (1-I /C ACCESS) A13.4 MIRROR DETAILS A14 PRESENTATION PACKAGE ASSEMBLY A14.1 STOCKROOM SHELVING DETAILS A14.2 STOCKROOM SHELVING ASSEMBLY A14.3 STOCKROOM DETAI A14.4 FIXTURE ASSEMBLY A14.5 FIXTURE ASSEMBLY A14.6 OPEN A15 SPECIFICATIONS A15.1 SPECIFICATIONS A15.2 SPECIFICATIONS A15.3 SPECIFICATIONS A15.4 SPECIFICATIONS A E03.4 EGRESS PATH ILLUMINATION LEVELS MEP SHEET INDEX E01.1 ELECTRICAL E02.1 ELECTRICAL E02.2 ELECTRICAL E02.3 ELECTRICAL E03.1 ELECTRICAL E03.2 ELECTRICAL 03 3 SPECIFICATIONS POWER PLAN POWER PLAN POWER PLAN NOTES LIGHTING PLAN LIGHTING PLAN EDULE E04.1 ELECTRICAL D E04.2 ELECTRICAL DETAILS E04.3 ELECTRICAL DETAILS E05.1 ELECTRICAL PANELS * RISER DIAGRAM FOI.I FIRE ALARM PLAN F01.2 FIRE ALARM PLAN NOTES F01.3 FIRE ALARM PLAN NOTES AND DETAILS F02.1 FIRE SPRINKLER HEAD PLAN F02.2 FIRE SPRINKLER HEAD PLAN F02.3 FIRE PROTECTION NOTES AND DETAILS MOI.1 MECHANICAL SPECIFICATIONS MO2.1 MECHANICAL PLAN MO2.2 MECHANICAL PLAN MO2.3 MECHANICAL PLAN NOTES $ SCHEDULES M03.1 MECHANICAL DETAILS M04.1 MECHANICAL RESPONSIBILITY SCHEDULES P01.1 PLUMBING SPECIFICATIONS P02.1 PLUMBING PLAN AND NOTES P03.1 PLUMBING DETAILS STRUCTURAL 501.1 STRUCTURAL SPECIFICATIONS rl: NOTES 502.1 STOREFRONT FRAMING PLAN 503.1 STRUCTURAL CONSTRUCTION DETAILS 504.1 PLATFORM FRAMING PLAN * DETAILS 504.2 DENIM WALL PLAN 4 DETAILS 505.1 MECH SUPPORT FRAMING PLAN $ DETAILS 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 EXPRESS STORE PLANNING, INC., D /B /A EXPRESS STORE DESIGN AND CONSTRUCTION ( "ESDC "). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND SPECIFICATIONS MUST BE RETURNED TO ESDC UPON COMPLETION OF THEIR INTENDED USE, UNLESS OTHERWISE AGREED BY THE ESDC. 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. DRAWING INDEX BULLETIN UPDATE NO. DRAWING ISSUANCE BULLETIN UPDATE NO DRAWING ISSUANCE BULLETIN UPDATE SCHEDULE BULLETIN UPDATE NO. DRAWING ISSUANCE �IlSId�S � *NIP c:o� R l , a� �n n,r1 al - - c�anor ` ' TOT Drvls submitt Ot TVs FRO 'include l add i t i o nal plan review and n ay SEPARATE FOR: REQUIRED r chanical E1 Plumbing 1 11 Gas piping City of Tukwila BUILDING DIVISION FILS COPY Permit NO» Plar review approval is Sub: M iMMt authorize Rpproval o§ construction documents does the violation of any adopted code or o fla , o'' approved Field Copy an dlions is acknowledged: By Date: City of Tulculla BUILDING DIVISION DEFERRED /SEPARATE SUBMITTALS PROJECT SCOPE: THIS PROJECT IS THE FULL REMODEL OF PORTIONS OF THE EXISTING "LIMITED TOO" & "BOSS" STORES FOR THE BUILD -OUT OF A NEW "EXPRESS" STORE. PORTIONS OF THE EXISTING SPACES ARE BEING RETURNED TO THE LANDLORD, 'AS -IS'. WORK IS TO INCLUDE, BUT NOT BE LIMITED TO THE COMPLETE CONSTRUCTION OF FLOORING, WALLS, LIGHTING, CEILINGS AND STOREFRONT. NOTE: USAGE HISTORY: LIMITED TOO BOSS WEAR PROPOSED USE: EXPRESS SPACE NUMBER(S): 332 336 IS TO BE USED EXCLUSIVELY FOR RETAIL SALES SCOPE OF WORK STORE TYPE: EXPRESS LOCATION: SOUTHCENTER MALL LEVEL: 1 OF 1 APPLICABLE CODES: BUILDING: WA STATE B.C. 2006 IBC W/ AMENDMENTS PLUMBING: WA STATE P.C. 20% UPC W/ AMMENDMENTS MECHANICAL: WA STATE M.G. 20% IMC W/ AMMENDMENTS ELECTRICAL NEC 2005 WA STATE ENERGY CODE 20% ACCESSIBILITY: ANSI A117.1 2003 BUILDING OCCUPANCY USE GROUP: MERCANTILE CONSTRUCTION CLASSIFICATION: TYPE: 11-B FIRE PROTECTION: DEMISING WALL 1 HR SALES /NON -SALES WALL HR CEILING CLASS "A ", TYPE 'X' COLUMNS WRAPPED WITH 5/8" TYPE 'X' GYP. SPRINKLERED: YES SEISMIC ZONE: 'D' AND SITE CLASSIFICATION OCCUPANT LOAD: 239 REQUIRED EXITS: NUMBER 2 MAXIMUM TRAVEL DISTANCE 250' RESTROOM REQUIREMENTS: WATER CLOSETS: I REQUIRED FOR MALE 1 REQUIRED FOR FEMALE LAVATORIES: I REQUIRED FOR MALE 1 REQUIRED FOR FEMALE URINALS N/A DRINKING FOUNTAINS YES HI /LO PUBLIC ACCESS YES UNISEX N/A ACCESSIBILITY REQUIREMENTS: TH E AMERICANS WITH DISABILITIES ACT - 1992 ANSI A117.1 2003 C ODS 9910 ‘ 6 1: 1.150G 510t CODE SYNOPSIS S.F. BREAKDOWN LEVEL: 1 1. GROSS AREA: (2 + 3 + 4) DOES NOT INCLUDE 5 UNIMPROVED AREA 5431 S.F. 0 5.F. 2. SALES AREA: 7023 S.F. 0 S.F INCLUDES SALES FLOOR, ELEVATOR, PUBLIC STAIRS, ENTRY (VESTIBULE) 4 FITTING ROOMS. 3. STOCK AREA: INCLUDES STOCK /STAGING, OFFICE(5), LAVATORY(S), EXIT CORRIDORS 4 DUMBWAITER 4, MISC. AREA: 0 S.F. 0 S.F. MECI- I /ELEC/TELCO ROOM(S) 5. UNIMPROVED AREA: ALL SPACE ABANDONED BY BRAND OR RETURNED TO LANDLORD 1405 S.F. 0 S.F. 0 S.F. 0 S.F. 6. LINEAR FRONTAGE: 64 L.F. 0 L.F. INCLUDES ALL LINEAR FRONTAGE FROM NEUTRAL PIER TO NEUTRAL PIER OCCUPANT LOAD OCCUPANT LEVEL: - FACTOR LOAD 30 300 0 239 23.4 5 0 AREA CALCULATIONS EXPRESS STORE PLANNING, INC. d /b /a STORE DESIGN & CONSTRUCTION EXPRESS STORE NO. 581 WESTFIELD SOUTHCENTER SPACE NO. 332 1070 SOUTHCENTER MALL TUKWILA, WA 98188 TENANT'S REPRESENTATIVES PROJECT MANAGER: JOHN URTON 614- 212 -5150 PROJECT DESIGNER: MIC1 -ISLE HOFER 614- 212 -5180 EXT. 221 PURCHASING / COORDINATION: LANDLORD NESTFIELD CORPORATION 11601 N I LSI --1I RE BLVD 14T1 - F LOS ANGELES, CA 90025 310 - 475 -4456 CONSULTANTS . i i U UDED� ARCHITECTURAL SI- 1REMSI -10CK ARCI- 1ITECTS, 6130 SUNBURY RD. NESTERVILLE, O1-1 43051 (P) 614 -545 -4550 (F) 614 -545 -4555 MECHANICAL / ELECTRICAL /PLUMBING 5-1REMSI -10CK ENGINEERING, INC. 6130 SUNBURY RD NESTERVILLE, 01-I 43051 (P) 614 - 545 --4550 (F) 614 --545 -4555 STRUCTURAL TI-- IORSON BAKER $ ASSOCIATES 3030 NEST STREETSBORO RD R I CI-I F I E L D, 01-1 44286 (P) 330 - 65 SCOPE: DESIGN TYPE: ESD &C PROJECT #: ESD &C PROJECT NUMBER: 00005818 ISSUED: APRIL 18, 2008 REVISIONS REQUIRED BY: DATE REQUIRED BY: DATE LANDLORD COMMENTS BUILDING DEPARTMENT COMMENTS 05/27/08 * INDICATES NO REVISION TO THIS SHEET VE to9 13S NEW HAYWOOD 00005818 INC. CORRECTION LTR# BRENDA REED 61.4- 212 -51SO EXT. 223 RECEIVED JUN 06 NOB PERMIT GENT E$ PACKAGE: PACKAGE II GENERATION: SPRING 2008 (081 Sa) ARCH PROJECT #: 08098 * INDICATES NO REVISION TO THIS SHEET BID DATE: APRIL 21. 2008 X W° W W Vf L , Z W ' V G ( W j . ��.J In u- Q �� h Q � W o ° N aw 0oW hh Q N W w w 1n V1 O_ OHO0= 2 V1 }` w m= y U S O w p .c hl--z h W = z 1- W O X O F W _ ' 0 0 W Q 0m,,,--. ,< J 2 Y W 6 4 0 C ▪ w F 7 50( T W 3 en ? U O `s C N O A N V1 W X C V1 .-. P ;'� W = 0,001-w ammo U y o - Q 2 0~ 0,- v 6 c p m 0 yW a �2 =w O w m� m� � d 0 y � 0 W W d s d 0 C W L 4 0,...,- O� U d XFfn aw U d W L., w 1 _ �OO- re 6. L a.l O W W i l V ' L7 w QN ,3 1 L J V) : p D O p W W 1 C V 1 Z J La � - ..%- Q 0 (1 r = - W y 2 m V1,,, V1 JOH Q o�.:] oW -1 aW= - w it V1 O U 6 W W N O 9 LJ_ W x w y T . O..a m LLIW 2 �2 0& W w Q a � - a 0 o • J K 2 4 h m,m 4 M y0.704 ~ O n = r c JCOm 0 1 -S m = 2 z z N 4? 02 ¢ _ = . - 's , W2 -2 z � 3 S (1 ) o 0.^ _ u ,,,,, )- 0Jo Jm U? O W Z Oa WT'dI W W Cg,j W m aFOc W a ama 46114 OU, Q -_,...0.1=t Q La DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: REVISIONS: INDICATES NO REVISION TO THIS SHEET RECEIVED JUNO6Z Lc 0 PERMIT CENTEf; DATE 05/27/08 04/18/2008 MH AMH RHW RESPONSIBILITY SCHEDULE CI ID MI Lg=r 1av1 nu�TAI I CFI anti OeuAD VEE NON -SALES STOCKROOM �� "; "'o' G �. CLiLI J ( 'r3 r DTRUCTUE�G) U.N. _ • CEILING (A.C.T. IF REQ'D) LIGHT FIXTURES (W /LAMPS) REAR SERVICE DOOR ALARM / BUZZER REAR SERVICE DOOR 5IGNAGE WALL COVERING (WC -1) A WALL BASE FLOORING METAL CORNER GUARDS SURFACE MOUNTED STANDARDS, BRACKETS, LADDER HOOKS, CLIPS, ETC. MELAMINE SHELVING SHELVING HARDWARE UNITS SHELVING UNITS GARCY SHELVING (FIXED $ MOBILE) PROCESSING TABLE DRAWING PLAN TUBE SOUND SYSTEM FINAL HOOK UP * TESTING BINS BY OWNER LADDER(S) FURNITURE BULLETIN BOARDS LOCKERS TIMECLOCK DRINKING FOUNTAIN DREAMSTEAMER UNIT TV CART /SHELF, REFRIGERATOR, MICROWAVE, BREAK TABLE W/ CHAIRS TOILET ROOMS CEILING /PLATFORM REFER TO STRUCTURAL DWG5 LIGHT FIXTURES (W /LAMPS) FLOOR AND WALL FINISH (PUBLIC) FLOOR AND WALL FINISH (NON — PUBLIC) SEALING WATERCLOSET (W /FLUSH VALVE AND SEAT) HANDICAP GRAB BARS LAVATORY (W /FAUCET) MIRROR (ABOVE SINK) MIRROR (ON SACK OF DOOR) TOILET PAPER DISPENSER CtAT C YLR ICr 1 =1 o r c (II' rrLlc LE Y C L) ONLY AT TYPE i3 .1 TOILET Ir''r_rr; ROOMS SEE D /AI3 PAPER TOWEL DISPENSERS L CTRI IlAPE >, Y!s ONLY AT TYPE "1" TOILET ROOMS SEE D/AI3.1 TRASH RECEPTACLE~ SIGNAGE FLOOR MOP SINK AND SPIGOT W/ 42" HOSE ADA APPROVED FRICTION TYPE MOP HOLDE=R (DOUBLE * SINGLE STRIP) * HOSE HOLDER SHELVES AT LAVATORIES /MOP SINK EXHAUST FAN IN WALL SOUND INSULATION CEMENT BACKERBOARD ONLY AT TYPE "1" TOILET ROOMS SEE D /AI3.1 CTCFJACG CL ET kV D R ' v e r�' u i" - mil a+ ROOMS SEE D/A13.1 ILET rAIC 1 I0143 (I A FL. IC a) l Y AT TYF "1" T I ET ROOMS SEE D /AI3.1 MANAGERS' OFFICE FILE CABINET, PC CART CEILING /PLATFORM LIGHT FIXTURES (IA/LAMPS) FLOORING 0 e WALL BASE FURNITURE! SHELVES SHELVING HARDWARE= MECHANICAL MECHANICAL WORK (AS SPECIFIED) SEE MECHANICAL DRAWINGS PLUMBING PLUMBING WORK (A5 SPECIFIED) SEE PLUMBING DRAWINGS FIRE PROTECTION FIRE PROTECTION WORK (AS SPECIFIED) SEE FIRE PROTECTION DRAWINGS ELECTRICAL ELECTRICAL WORK (AS SPECIFIED) SEE ELECTRICAL DRAWINGS STRUCTURAL /SPECIALTIES STRUCTURAL WORK (AS SPECIFIED) SEE STRUCTURAL DRAWINGS cnOV1QUCn EMI MOT' A 11 =r► 11,01 OCAI A OVO CABINETS/FIXTURES rvn.w.�n q■ uwv.w�. vi nc...wn.w D L 0 G L GABLES, HEAD TRIM, CLEAT CHANNELS, PANELS, ' FACTL SHELVES PLATFORMS, PUCK WALLS ETC. MANUFACTURER PRE — FINISHED WOOD PANELS NATURAL WOOD VENEER NATURAL WOOD TRIM (VARIOUS SIZES) PLYWOOD BACKING (VARIOUS THICKNESS —AS F.R.T. AS REQUIRED NEEDED FOR STRUCTURAL SUPPORT) SURFACE MOUNTED BASE SEE FINISH SCHED. SHIMS (PRE — FINISHED) SPACER @ WHITE WALL WOOD BAY CABINETRY SHIMS (DIP.) REQ'D FOR LEVELING GABLES AND CABINETS PREFAB /PREFIN. BY MDF PANELS W/ RECESSED STANDARDS MANUFACTURER, N LS MDF PANELS (3 FILLERS AND ENDS) S4IP L OOSE BY MFR, — LACQUERED PANELS WOOD CLEATS (FRENCH CLEAT) (1) CLEAT MTD. ON MDF PANEL, (1) CLEAT MTD. TO WALL INTERIOR 5IGNAGE (LOGO BOX WALL) PREFAB /PREFIN. BY MANUFACTURER FRAMED IMAGES CASHWRAPS BACKWRAPS FLOOR FIXTURES COLUMN MW. AND WALL MTD. MIRROR FRAMES U.N.O_ MIRROR GLASS W/ POLISHED EDGES SALES - FITTING ROOM WALLCOVERING DOORS (PRE —HUNG) DOOR HARDWARE H.G. F.R. DOOR HARDWARE HINGES W/ STOP, IN— SWINGING ONLY WORD HFAD, JAMB TRIM FOR FITTING ROOM DOORS DOOR BUMPER PREFABRICATED HANG BARS PREFABRICATED GRAB BAR BENCH /STOOL METAL FRAME FOR MIRROR J MOLD FOR MIRROR FITTING ROOMS WALL BASE SEE FINISH SCHEDULE GRAPHICS PACKAGE FITTING ROOM ALCOVE WHEN INDICATED 'Z' CLIP FOR GRAPHIC IMAGES FLOORING WOOD FLOORING ADHESIVE ANNOTATIONS: 0: OWNER (LIMITED OR VENDOR) G: GENERAL CONTRACTOR L: LANDLORD STOREFRONT MALL FLOORING BASE (ALUM.) BRAKE METAL FASCIA TEMPERED GLASS STOREFRONT GLAZING SYSTEM ROLLINS SRILLE (DOLL F LATE) SIGNAGE (AT STOREFRONT OPENINGS, SHOW WINDOWS AND WALLS) LIGHTING (W /LAMPS) METAL REVEAL AT BULKHEAD /NEUTRAL PIER SENSORMATIG DEVICES AT ENTRY / PASS THROUGHS SENSORMATIC DEVICE TRENCH FILL, SUILD UP AND FLASHING MARKETING RAIL SYSTEM NEUTRAL PIER ENTRY DOORS $ FRAMES ENTRY DOOR HARDWARE (U —CHANGE) CONC. FLOORING (AAIrey ( . A DP I N K) SF -10 LACQUERED PANELS SALES AREA GARCY STUDS W/ STANDARDS LIGHT FIXTURES (W /LAMPS) CONC. FLOORING (LEGACY) FLOORING FILL AND PREPARATION FOR CONCRETE AREAS (LEGACY) FLOOR SEALING PAINT /PRIMER ALUM. KICKPLATES SPEAKERS, AUXILLARY AUDIO INPUT, WIRING SPEAKER ENCLOSURES, WIRING $ CEILING GRILLES SPEAKER WIRING CONDUIT * PULL WIRE SPEAKER LINE TESTING, SYSTEM PERFORMANCE CHECKOUT * SYSTEM SIGNOFF SURFACE MOUNTED WALL BASE ANTI — FATIGUE MAT CORNER GUARDS MARKETING RAIL SYSTEM BRAKE METAL AT DENIM PASS—TAU TRAFFIC COUNTER 1" 95 MARKETING PIPE RAIL 4 FITTINGS BRAKE METAL AT ROOM TRANSITIONS PLYWOOD WALL PANELS PLYWOOD WALL PANEL ADHESIVE FLOORING FILL AND PREPARATION WOOD FLOORING ADHESIVE TILE FLOORING WOOD FLOORING FURNISHED BYI INSTALLED BY REMARKS DIGIL D I G I L 111 NOTED AMERICAN PRODUCTS, INC.; CONTACT JOE MURACA (513/ G125 -0144 _ CONTACT: CARL LAMBERT 614- 237 -0384 INSTALLATION PAINTED OR AS REQ'D 131 L.L. INSTALL AND TEST BY SENSORMATIC DEPTH REQUIRED FOR SENSORMATIC DEVICE AS REQUIRED FOR FC-13 VENDOR SUPPLIED FINISH. AS REQUIRED BY CODE 1 I I 1 SEE FINISH SCHEDULE SEE K, L/Al2.3 MEN'S AND WOMEN'S 1 CONDUITS $ J BOX BY G.G. GENERAL GYPSUM BOARD: CEILINGS, WALLS, ETC. AND REQUIRED FRAMING * BLOCKING CONCEALED IN —WALL WOOD OR METAL BLOCKING 4 SPECIFIED FASTNERS FOR ALL ITEMS IN STORE CONCEALED SHIMS (VARIOUS SIZE) GLAZING CHANNELS, FITTINGS AND STRUCTURAL SUPPORTS HOLLOW METAL DOORS _* FRAMES (TYP.) DOOR HARDWARE (TYP.) TEMPERED GLASS GLAZING CHANNELS SEALANT PLATE GLASS MIRROR (W/ POLISHED EDGES) PAINT CORNER BEADS LAY —IN CEILING (TILE * GRID) FIRE EXTINGUISHERS EXIT LIGHT5 ACCESS PANELS (GYP. BD.) LATERAL BRACING MOISTURE BARRIER DEMISING WALL — STUDS UNISTRUT / ALL THREAD BURGLAR ALARM SYSTEM CCTV SYSTEM DEMOLITION BARRICADE/FINI5H BARRICADE GRAPHICS (MALL) TEMPORARY POWER TEMPORARY LIGHTING BRACING /SHORING DUMPSTER FLOORING PREPARATION TEMPORARY DATA/TELEPHONE LINES STRUCTURAL SUPPORT FOR CCTV VIEWING MONITOR INSTALLED BY! REMARKS Ip k•P P' �R ■ F.R.T. AS REQUIRED AS REQUIRED BY CODE I PER LANDLORD CRITERIA PER LANDLORD SPEC'S D1_ IA6Ci1__FR ECT n RR E ONLY ONLY WHEN INDICATED IN CONSTRUCTION DOCUMENTS WHEN VIEW MONITOR IND ICATED IN CONSTRUCTION DOCUMENTS WHEN INDICATED IN CONSTRUCTION DOCUMENTS OPERATIONAL LANOLINE REQUIRED AT TIME OF HVAC COMM ISIONING. FC -1 REQUIRES A SMOOTH MASTIC FREE SURFACE FOR APPLICATION NOT USED NOT USED Q NO. LOCATION STOREFRONT ENTRY SIZE (NOMINAL) width x PR. 3'- ss IQ t ckr 'I X10 1 -0 "XI/ DOOR MATERIAL GLASS FRAME FRAME LESS FIRE RATING NONE HDWR TYPE B -1 DETAIL NUMBER HEAD JAMB SILL A A08.2 A08.4 QTY 2 0 a n _ �� �� I1ir_•rr • asi lar s � - - - - 413.2 D A13.2 FITTING ROOM FITTING ROOM (ACC.) TOI LET ROOM SALES / NON -SALES OFFICE DOOR 2' -q" X 5' -4" X 1 -3/4" 3' -0" X 5' -4" X 1 -1/2' 3' -O" X 7' -0" X 1 -3/4" 3 -0" X 7' -O" X 1 3/4" 3' -0" X 7' -0" X 1 -3/4" S.C. WOOD S.C. WOOD HOLLOW METAL HOLLOW METAL WOOD WOOD METAL METAL METAL NONE NONE NONE NONE NONE D -1 D -1 F -2 E -1 E A13.2 Al2.4 Al2.4 Al2.4 D A13.2 E Al2.4 Al2.4 Al2.4 D Al2.4 D Al2.4 PRE -FAB /PRE -FIN BY MFG PRE -FAB /PRE -FIN BY MFG PAINT P -5 FAINT P -5 NON -SALES SIDE $ P -6 SALES HOLLOW METAL PAINT P -5 _ _ RJ - - = _ �Wlii�� . rte_ \�► 7 =IMMI 1111111111111111.,.,11 - Ir� 13 14 ER 1111 18 lq HOLLOW METAL METAL METAL 1 HR NONE • E -2 U G3 modal HARDWARE GROUP A: BLIND DOOR 2 2 4 4 EA. HINGES: 5055 216, MAXIMUM OF (1) HINGE PER OF EVERY 30' HEIGHT 1 EA. ROLLER CATCH: IVES 336 -826. 1 EA. DEADBOLT: BEST 83T7K, MATCH 526 FINISH. LOCK CORE TO BE BEST COMPATIBLE, KEY TO STORAGE/CLOSET DOOR. 1 EA. FLUSH PULL: IVES 220 -526. LOCATE CENTER OF DEADBOLT AT 18" A.F.F. ON SALES SIDE OF DOOR, FLUSH PULL CENTER AT 36" A.F.F. HARDWARE GROUP B - 1: FRAMELESS GLASS DOUBLE ENTRY DOOR ENTRY DOOR AND HARDWARE SUPPLIED AND INSTALLED BY GLAZING CONTRACTOR AND INCLUDES THE FOLLOWING: 1 PR. TEMPERED GLASS DOOR: TEMP GLASS, 10" HIGH RECTANGULAR PROFILE BOTTOM RAIL PART * ML 1000, WITH 2 TOP PIVOTING PATCH FITTING # OG -20 AND I 1 3/4" X 1 3/4' HEADER FOR TOP PIVOT ASSEMBLIES. FINISH ON DOOR RAIL AND PATCH FITTINGS: BRUSHED STAINLESS STEEL 1 SET LOCK SET: 2 EA. U- CHANGE CYLINDER LOCK: U- CHANGE LOCK CO. #31AB1A002 CHROME FINISH LOCK TO BE KEY OPERATED FROM OUTSIDE. DOORS. TO BE KEYED THE SAME. 1 EA. DEAD BOLT: RYADON LL05 LONG THROW DEADBOLT LOCK AT BOTTOM RAIL, A LOCK SHOULD BE ON EACH LEAF 1 EA. STRIKE PLATE: ASSA #4NIVR825P2 2 EA. THUMB TURN: RYADON M -SST01 1 - OLDCASTLE * DS -2 ANGLED DOOR STOP, HEAD MOUNTED 1 EA. DOOR HOLDER: IVES 452- 5 " -526D, U5260 FINISH. 1 DORMA CPA440 CENTER HUNG PIVOT SET 2 PR. DOOR PUSH /PULL: FORMS AND SURFACES, DP2022 -22- U532D 2 STAINLESS STEEL RUSTPROOF STRIKES AT 110', OAS- LKDPS.5 2 STAINLESS STEEL RUSTPROOF STRIKES AT THE CLOSED POSITION, OAS- LKDP5.5 1 Ubt A I LULA I IUNb WI I H INC.LEMtN I IN K WUI A I HtN I IUNb tr4 I Ld f1 K I LA'1r1 f'(AKLANAKL 7UrrLLJ It AN1J I IV,7 I H1-1- Cx CIJ Q I t LKAL Ua r4 1 KAL• I VK Nil In d t -t-ut n rL'LLVY u '4(. 2 r R ROTC)! 2 DC;. C( LItUDER.. rIUl V . LVI.1 Irl 1 II .., -.1. • II II • . R rU:ad ^-re nn rrr r ItdSE3 0 HATCH 11T -3 i~UK U5E Al LUC.AI IONS Wll H MILL) C.LIMA I t WNUI I IONS tN U I K I UVK AIVLi HAKL/WAKG DUrrLi -' ANU IND I ALLirU DI LIZNtKAL L•UKARL. N I K I UK LJ IrLU ( U I i-s: rVLL- L&'uIV LT 1/2 TEMITRC0 ErLAZ 3L X 100 r IlAI 4. 111 3 2 1 , A IR r/C PACK TO PACK 7/B" )X 1 3/1" VORTICAL RAIL 2 U CMAUISC C(LIUD)=R:. ULL. r AND ;.URI ACC;., Dr2022 22 U 12 -!h 06 /`T1'Sn Mr rTT'7I r MC e.lr� rl I�rs.•r� A MEAD 11OUNTED .I (_. nr11J .)Vrsl Y'1bJ -.r, 1411 i 1 EA DOOR MOLDCR IVE3 - 1Z- :/`D2b UD% rl4dl:�hl t IA 111 11T HARDWARE GROUP C -t ROLLING GRILLE (Ma 1 . . . N I CK L ( . .I` IN DV I I VI 'I KAIL. U- C.HANCxt LL A." 4T L I N L J W c 1 1 - 1 I HUI`Ii I UKN UN 5I UKt SIL1t. L]UUCLt bLIUt riAl< WI I H SIN(Lt C.t N I tK KtLtAbt. ARDWARE INSTALLED ST G.G. MEET CODE REQUIREMENTS. ROLLING GRILLE BOTTOM RAIL TO 57771701715 TO MATCH ADJACENT METAL CLADDING. LiKILLt 16./ a I A I t: ' L/K IL= I - 1U5 I KtI - IAIN IN ruLL Urtr' r(d I HUN VUKINta K I Ut HUUKb WHIN CX.C.L)rItU CT I Ht OtNtKAL (<ILLt HALL Gt OR EFFORT WHEN SPACE IS OCCUPIED." HARDWARE GROUP D - b FITTING ROOM HARDWARE AS PROVIDED WITH DOOR BY DOOR MANUFACTURER/ SUPPLIER. ALL LOCKSETS ARE TO BE POSITIONED IN THE SAME WAY. HANDICAPPED DOOR IS TO RECEIVE LEVER TYPE HANDLE. G.G. TO INSTALL A SMALL BEAD OF CLEAR SILICONE CAULK AROUND ALL DOOR HARDWARE AND MIRROR. IN ADDITION: 6 EA 3' SCREWS FOR ALL FR DOOR HINGES (BY GC) FOR FITTING ROOM DOORS THAT REQUIRE DOOR STOPS TO PREVENT STR DEUCTION OF DRYWALL, PROPS, MIRRORS, ETC OR AS DIRECTED BY OWNER'S PROJECT MANAGER (EXAMPLE: IN SWINGING H.G. DOOR) 1 EA CUSTOM BRUSHED CHROME DOOR STOP (PROVIDED BY OWNER AND INSTALLED BY G.G.) HARDWARE GROUP E - 1: SALES/NON - SALES DOOR EA. PULL: SCHLAGE I) SERIES NDI70 RHODES, SINGLE DUMMY TRIM, ON PULL SIDE OF DOOR. 626 FINISH. EA PUSH PLATE: ROCKWOOD *70F 8" X 16 ", STAINLESS STEEL FINISH, MOUNT BOTTOM AT 30" A.F.F. 1/2 PR. HINGES: STANLEY FEB179, U526D FINISH. EA. KICKPLATE: ROCKWOOD, 10" NIGH 8Y 34" WIDE, MOUNTED 1" FROM BOTTOM OF DOOR ON SALES SIDE. U532D FINISH. EA. CLOSER: LCN P1460, DOOR MOUNTED ON SALES SIDE. ALUM. FINISH. EA. DOOR HOLDER: IVES 452- 5' -826D, U5260 FINISH. EA. DOOR STOP: ROCKWOOD 461, U532D FINISH. HARDWARE GROUP E - 2: SALES /CORRIDOR AND NON - SALES WHEN REQUIRED BY CODE I EA. SCHLAGE D SERIES ND1OS RHODES, PASSAGE LATCH 626 FINISH. 11/2 PR. I- IINGES: STANLEY F1313179, U526D FINISH. I EA. KICKPLATE: ROCKWOOD, 10" HIGH BY 34" WIDE, MOUNTED 1" FROM BOTTOM OF DOOR ON SALES SIDE. U532D FINISH. I EA. CLOSER: LCN P140, DOOR MOUNTED ON NON -SALES SIDE. ALUM. FINISH. I EA. DOOR HOLDER: IVES 425 -5" -B26D, U526D FINISH. I EA. DOOR STOP: ROCKWOOD 461, U532D FINISH. 1Mn F 'I I VI • I. 1 EA. CLCC1 =f2. LCO'l P 1/4/.M1 All I IA HARDWARE GROUP G: OFFICE DOOR 1 CA rl riCXD. I rt. PiA4, 11C16.0 FIN15U 11 I' G.G. TO PROVIDE AND INSTALL THESE ITEMS: V vrliL I nvlvrv IIC2 rug= I FA rIcY3T2 W1"()P• 12(Y'l *LirrI 1 AG1 I IA')fl FIKIIAU n HARDWARE GROUP F -2: ATYPICAL TOILET ROOM DOOR ATYPICAL IS DEFINED AS STORES WITHIN THE NEW YORK METROPOLITAN AREA OR WHEN THE TOILET ROOM, SERVICE AND NON -SALES DOORS ARE LOCATED WITHIN THE SAME EGRESS CORRIDOR. 1 1/2 PR. HINGES: STANLEY F88179, U526D FINISH. I EA. LOCKSET: SIMPLEX L1076 26D FINISH. SPECIFY HAND WHEN ORDERING U- CHANGE LOCK COMPATABLE FOR KEY OVER! DE AND PRIVACY FUNCTION. I EA. DOOR STOP: ROCKWOOD 461, US32D FINISH. I EA. CLOSER: LCN, P1460, ALUMINUM FINISH. OFFICE DOOR TO BE KEYED SEPARATELY FROM OTHER DOORS AND FROM R.M. AND R.A. OFFICES. OFFICE DOOR TO R.M. AND R.A. TO BE KEYED ALIKE WHEN PRESENT. 1 1/2 PR. HINGES: STANLEY F135179, US26D FINISH. 1 EA. LOCKSET: SCHLAGE ND53PD RHODES, ENTRANCE LOCK, 626 FINISH. 1 EA. SCHLAGE COMPATIBLE LOCK CORE, LOCK TO BE KEY OPERATED FROM NON -SALES SIDE OF DOOR. 1 EA. DOOR STOP: ROCKWOOD .461, U532D FINISH. 1 EA. CLOSER: LCN P1460, U526D FINISH. 1 EA. DOOR SEAL (AT RATED DOORS): PEMKO S881A1 1 EA. CLOTHING HOOK: ROCKWOOD, 806 X 625 INSTALL AT MOUNT, CENTERED ON OFFICE SIDE OF DOOR AT 68" A.F.F. 628 FINISH. 2 EA PICTURE FRAMES: 6 1/2" X 11" BY G.C., MOUNT AT 54' A.F.F. TO OFFICE SIDE OF DOOR. •... -4.10 4!! • , 10.4.,• OWNER TO PROVIDE AND G.C.TO INSTALL THESE ITEMS: ll HARDWARE GROUP J: SERVICE DOOR- EMERGENCY EXIT 1/2 PR. HINGES: STANLEY FBB179 WITH NON. REMOVABLE PIN, U526D FINISH. EA. KICKPLATE: ROCKWOOD, 10' HIGH - FULL WIDTH OF DOOR, MOUNTED 1" FROM BOTTOM OF DOOR. U532D FINISH. EA. CLOSER: LCN P1460, MOUNTED ON STORE SIDE OF DOOR. ALUM. FINISH. EA. LATCH COVER: LATCH -GUARD INC. 3" X 11' TAMPER PROOF. EA. SEAL/SWEEP: STANLEY 5070, US32D FINISH. MOUNT ON EXTERIOR SIDE AT BOTTOM TO PREVENT RODENT OR WATER PENETRATION. EA. PEEPHOLE: IVES 696 B26D FINISH. MOUNT AT 54" A.F.F. PROVIDE PERIMETER WEATHERSTRIPING ON EXTERIOR DOOR. 1 EA. ALARM LOCK, PANIC RELEASE - CENTER AT 45' A.F.F. (OR AS SPECIFIED PER CODE) 1 EA. SIGN LABEL: LOCATE ON OUTSIDE FACE OF DOOR, CENTERED AT 66" A.F.F. NOTE: ANY DOOR LESS THAN 3' -6" WIDE MUST BE ABLE TO OPEN 154 DEGREES MINIMUM ARM -A -DOOR PANIC RELEASE FOR HARDWARE GROUP K: RATED DOOR ACCESSORIES DOOR TO BE (I) OR (2) HOUR FIRE RATED TO COMPLY WITH STATE AND LOCAL CODES. FRAME TO BE (1 1/2) OR (3/4) HOUR FIRE RATED TO COMPLY WITH STATE AND LOCAL CODES. I EA. SMOKE GASKET: AT PERIMETER DOOR LOCATION. I EA. CLOSER: LCN P1460, ALUMINUM FINISH. I EA. PEMKO THRESHOLD # 176A I EA. PENKO SHOE * 234AV DOOR DIANAGE rw)p Tr" 12FrFIVF SIrM errATINr 0 11-11c 0 11-11c. fltYP Iq 141/71 AN FYIT" DOOR SCHEDULE & HARDWARE GROUP N.T.S. G F CODE PAINT FINISHES EXPRESS WHITE' 215 18, FLAT FINISH GAL. FORMULA: GY 24 "EXPRESS WHITE "AQUAVELVET 319 1B- EGGSHELL (GALLON FORMULA; GY24) 'EXPRESS RED" CORAFLON 'EXPRESS' WHITE CORAFLON 333 -15 SEMIGLOSS (GALLON. FORMULA GY24) #517 -5 "PHEONIX FOSSIL" - SEMIGLOSS -T - � . SALES AREA - GYP. BD., SOFFITS AND FASCIAS, UNLESS NOTED OTHERWISE ON THE INTERIOR ELEVATION <25/ <450 SALES AREA -WALLS NOT COVERED BY CABINETS, WALL COVERINGS, MIRRORS-OR SPECIAL F.1NISk1ESr _ ... _ ..... _ <25/ <450 BRAKE METAL TOUGH -UP PAINT <25/ <450 <25/ <4W BRAKE METAL TOUCH -UP PAINT BASE AND TRIM <25/<450 <25/<450 DOOR AND FRAME FROM DENIM TO NON -SALES (SALES SIDE ONLY) PAINT PAINT PAINT BENJAMIN -MOORE 1 800 344 -0400 PPG BENJAMIN MOORE PPG P -1 P -2 P -3 P -4 P -5 P--6 Rwwr :ra/����.ila■ P -8 a: :11=1IIt ..41!1110■ ar. P -13 NON -SALES BLIND DOOR HOLLOW METAL S.C. WOOD METAL NONE NONE E -2 NONE A PAINT P -5 SERVICE DOOR NON -SALES NOT USED NOT USED - --11■111 Al2.4 412.4 AI2.4 A11.4 G5 A11.4 Al2.4 E Al2.4 Al2.4 Al2.4 NEW DOOR PAINT P -5 FC -2 FC -8 FC -q 5 -3 S -7 S -8 5 -10 9 -12 8 -2 GIs 5 -5 WD -1 UAW, ACT -2 rA•ImP.: SF -8 SF -10 MATERIAL PAI NT PAINT PAINT PAINT _,1I.111 NM -CZ INF1 gal a = ic"trwrrl: J PAINT •SJ•11o• - PAINT PAINT PAINT PAINT PAI NT VINYL TILE VINYL TILE ANTI - FATIGUE MAT WOOD FLOOR rr.7rl.i�am1L���• J.:r- 1010 +r�lai CONC. FLOOR ••rA_la1•• momomooll GROUT GROUT ADHESIVE GROUT a= M.lul.•iral:1[l••r'1nr'I 7•1710,1∎1,1.1. i7 VINYL BASE lSt7\rG \u111 =Li rara1 •J ��17. v�r1u. �ru1�1.J _r1_1 -1=Jr � t\ . :41X+1'"10!:Ir•1Jr .7 •,: 2: • 1 • • , - - ---- •- !...1•r1•1411 Mr 7 Drl1501•lF'. LEVELING COMPOUND '"12,: CAL' 7•F_ Aln=.. 417 !]..■=1►1►1.1+/±1.v/rr-1. -4∎1• .110 VARNISH IOW A r r l •l a.:rr•1 o r 7 A111r..111 LACQUERED MDF PANEL MANUFACTURER BENJAMIN -MOORE PPG (1 800 441 -9695) BENJAMIN MOORE BENJAMIN MOORE DESCRIPTION _J- err�ai�:.lrx.wr.>l��r �- rr�ar tirr -v- lrr- r.rrra =rJ-.xrr.a *2120-20 'BLACK IRON" EGGSHELL S arbF •g"r.r!irl- /ra:ViMe.1a 1► m.A7=�tir.3�ti r:J� ∎9r.rlrr# - i wfalur 1MA1r/ FRESH START ALL PURPOSE 100% ACRYLIC PRIMER 023 m• Ar±iaa JRrm==- ?a•11•147 wI.1-- 7===7ZJ FA i1a/J 44=5."f a4•11MICO�1- 11<[0111h1 .41•7.1 X11.1 mioci- X31741 ■ /•1 V I IorlNr /f11: J .11r 1041 =1010= 1i'4_1. lmyri rlr4rC7+ - Imoio ... BENJAMIN MOORE ii � - ---= .7ii �..a � - - - - � =MMDIrtri7.arIlV / ►1:57/ arrire:�iJ7_Jr_i' - 1•1 _11 [Ifr ARMSTRONG 1 877 ARMSTRONG ARMSTRONG OWNER'S VENDOR VARGO ARCHITECTURAL SYSTEMS r'I r.>:1r∎=1 41•IAr'W raOSIM INA I 17.11C e3: 3L - fu7 QI War.' .'lraar=7f•: a1*J• =rf 2). e4 JFr7YI7g1r1r1 LEGACY COMM. FLOORING - /'Ir2.. • 4•• Rtwr•1=Irw.3Tr1o1 1,.T,Irrrlw BID (1 866 ASK -GESA) HYDROMENT - -- (1 888 592 -8558) HYDROMENT (1 888 592 -8558) sw ■ �► G.E. -1200 SERIES SILICONE 1 BOO 255 -8886 ARMSTRONG 6 •twr1•17.TJ re/ ZA..11a1U1017 "4=4 - IaliM 11 ETA 1 ww.•1■1 MZIMM(0l_11r1:"J•a •ral: ..r•.1•+1r1 ^v - !=N■i,VA 7C1•= 1O1 101r1Y /•U 10 1•1 7• trr?ClirI./_J mu lslrwr .ar4■3 FIRE RETARDENTS, INC. (1- 800 -913 -9385) OWNER '5 VENDOR #2119 -10 EGGSHELL "JET BLACK" BENJAMIN MOORE BENJAMIN MOORE #517 -5 "PHEONIX FOSSIL" - EGGSHELL #416 -4 "STONINGTON" - EGGSHELL EXPRESS RED', 310 -48, QUART FORMULA: YW -5, RX- 8 -I/2, MA -2x6, GY -4) SEMIGLOSS *2121-50 "ICED CUBE SILVER" FLAT m.Saopork1r11.+rmocc: 1mmAi.;a:417. L- mr1r•111R l clilf4 0 4w•;•1- t ■147= rrlram -r. a1C. - • 12 "X12" VINYL TILE "EXCELON" #51839 "FORTRESS WHITE" - IMPERIAL TEXTURE 12 "X12" VINYL TILE "EXCELON" #51816 "CHERRY RED" - IMPERIAL TEXTURE CROSSVILLE - EMPIRE SERIES - UNPORCELAIN TILE, 20 "X20' GENERAL'S GREY UP (V585) - I w _ w • . 71 -.. • . r�: Il1.:�r177.Y1► �•. =mural s_Ya• irttamtvr4-. •� r�rllrwl: Y,rt:l.1rr�MRM1r1: III1 "AT EASE, CHARCOAL GRAY" CUSTOM OAK HARDWOOD FLOOR; 1/2" THK, 5 PLY HOT PRESS BONDED LAMINATION W/ LOW EMISSION; COMMERCIAL GRADE t!>Q:1me'JIIIL+rrlm•llrlYrFi JS1.lnm :1 .ri.>rrr L lCUil _ h ►1Ilr1M r.•R.rwrrAr■R• rwrli- cat - Ir.�l I rlr rr:rRl, - tarA rrai: • ■Ii• 17•1 117r11r1VtlSa1r1771!1.. I 1.talV..7orOws- . r•..i•• ■.'Ualo•I^r4t��rallrt =•raa'a 101= r_ll 17oO•:J7A1511:JO / rlV raid 3/8" THICK SELF- LEVELING CONCRETE TOPPING WITH .. � ,_,__ .. ... ∎ %rmr -- .•1.11•1.•147- �.r.1r AG �t;a�lti`!31•IL SEALANTS 4 STAINS .33-- -1 if .. ... HMO) iii; `l in•Are t !' r• :w .ziti:41 =1_J-rr � rrrlrratirsor ;.z?>. ■■77!1mar.m•%r1ra:■il.7 CLEAR SILICONE. BLACK WHERE SPECIFIED i �-�- in..rMar�r:�s •wlrrrir_� ay � rll_ -° w :arr� ;�Irr riwPl- Jalrltirlo rr.7-r- 4rrrt = r :. ••ra•r ;7.11!•! "r..=C.yf, T.�7r�J1:•ww - • rJ s \I 3 +7 Ty \1= WAIL BASE WOOD BASE WALL BASE ARMSTRONG *24 NATURAL GREY 3/4" HDF OR 3/4' PAINT GRADE POPLAR 4" COLOR INTEGRATED VINYL BASE #73 PARCHMENT FOR USE WITH FC -5 3/4" X 5 (SCRIBE TO 4 ") MANAGERS OFFICE, CORRIDORS, STOCK ROOM AND TOILET ROOM � :y;+Rrl••••• 1011••••••• •••••lr1 W1.1rtt:I ili -'4Y W� ►`:7rll►rruw ■•r rall /•Vr11►e _ rwl• F: e�.> R' � RJ, 4RlFlw" 1��Hia. �lw�rRy lcl� ti:± \1� +:•J \ 1.,I��IG� -lN �!!1 ... "MOBE PEARL ", #H145 HYDROMENTS UNSANDED DELOREAN GREY • I - -• 17• 10 • - DIRm_T e/. 7 111•1 X.- rw'!v.7 -sw 111orzrf.aR .INC rr rj•i 1.10 rf. -4111;1 rr.r[.IT.1 mug rl.41i #AZ/ \f A :�rlllfih`I l irw it1 ..11.1R:P_1Criill \ USE FOR S.F. METAL INSTALLATION BRAKE r7� -ti�rl: J.wlar�:rwlw ��i .rrlaesue�.lrz^r�.arrrlrwL^t MIZUVL2L1111 IM,1l •1Ia..411• ∎X•11 1701•1•111101. /r =r:�111 1 7J1C1161 :Mr1:AW/r Irl• ' VJii'irtv.rar.r.ur '10 71 li .lue7= •1IUIT�•1 • - - • r 4" COLOR INTEGRATED WALL BASE #60 JET BLACK BARRICADE WC -1 WC -8 WD -2 PLYWOOD LOCAL SUPPLIER WALL PANELS PLYWOOD WALL BASE GLASS G -1 CLEAR GLASS WD -3 G -3 WALL COVERINGS T.B.D. WOOD VENEERED PLYWOOD PLATE GLASS MIRROR METAL MARLITE 1 BOO 6q7 -0158 OWNER'S VENDOR LOCAL SUPPLI 3/32" X 48' HIGH MARLITE FRP PANELS W/ INTEGRAL PVC TRIM MOULDINGS <25/ <450 10 MIL VENEER OVER 3/4" FIRE RETARDANT TREATED PLYWOOD 1/2" THICK FINISH GRADE A DOUGLAS FIR PLYWOOD SHEETS 8'x4'. SHEETS CUT TO AVOID INK MARKINGS. YELLOW COLOR RANGE. 3/4" THICK FINISH GRADE A DOUGLAS FIR PLYWOOD. YELLOW COLOR RANGE. 1/2" TEMPERED GLASS 1/4" PLATE GLASS MIRROR WITH BURNISHED CHROME FRAME "WHITE' COLOR- METAL PANEL. PPG 'EXPRESS' WHITE C75/ <450 <75/ <450 <75/<450 <25/ <450 "RED" COLOR- METAL PANEL. PPG 'EXPRESS' RED <25/<450 NON SALES WALLS WITHOUT SHELVING. COLOR *P199, BRITE WHITE. USE MARLITE ADHESIVE #C -375 WOOD PASS TI -IRU'S BETWEEN ROOMS ONE, TWO, * THREE. DENIM CABINET SIDES * SOFFIT FACES. SEE SF -8 FOR REQUIRED FINISH COAT, ATTACH W/ 1 %" *7 TRIM HEAD SCREWS AT 12' O.C. AT EDGES * 24" D.C. IN FIELD * PL 200 DRYWALL ADHESIVE 3/4" x 6 TO 4 CABINETS). DENIM ROOM BASE. SEE SF -8 FOR REQUIRED FINISH COAT STOREFRONT - SALES AREA STOREFRONT /51GNAGE (REF: LAMBERT METAL) STOREFRONT /51GNAGE (REF: LAMBERT METAL) Miw.r.••• ia.l���4 ■.1 wk. ArR1r1►1.nw 1►1 rMr i.r r - MT--1 MT -2 F.R.P. BOARD METAL PANEL METAL PANEL BID BID LAMBERT 614 237 -0384 LAMBERT r•1,litral ram= lorl7NL, J.r rJ.11AIObAmoz7!L"7 "' - llP alwlC]oM mommwommem mar En o= ■-•111WAL Alan, APPLY W/ DENSITY FOAM ROLLER AFTER PLYWOOD INSTALLED LIGHTLY SAND VARNISH $ DUST W/ TACK CLON BETWEEN APPLICATIONS WOOD BAY AND WHITE WALL GABLES, LACQUERED PANELS, PUCK FOCAL WALLS AND END PANELS MASTER FINISH SCHEDULE - ALL STORE TYPES SHREMSHOCK„ ARCHITECTS, INC. vim 0 at enn <2 S c. : : ![ • ! °2-.4;:8 ! . u . E:a .7 . 2;'13u-: In :: . j . - .. , . . .. ,...7, =,=, =:, . . , : .,,. . - ,,,_ i t . t . 1 ::.:= ! ! 'L : r, A : 4LU 4 , 5 : o v b . . - - 1.4. 1 F -- tn : :: s : : r.5 L 7 : 1.•1_ IT : : 05 : , r ,°' Q. =C: ' 0 : LI: ; F .= 0 : : L,.. : : cu REQUIRED BY: "'LANDLORD COMMENTS BAD. COMMENTS a INDICATES NO REVISION TO TFIIS SHEET Q "APPROVED JUN 1 6 2008 BUILDING 2T CC co u. am 4 k X in L e-j § 111 r- REVISIONS: Fs JUN 00 DRAWING NUMBER: i l: (7- - i t. •1 , . ,:' - '' -' : : 0 1L ; . J ; ,1 :=C . . ': I : I -:::::: E l : 1L. ji I ; I ! ' ":: i DE : Cja E :: ::: :: I n r% 6;74 2: I • ! t-:- 6 : t a 6:'9C - 2 61: : M 2 6.' : : = ,,,..,., l _ g__,...,., =,= p, FINISH AND DOOR SCHEDULES co co 0 L.13 o ce EL 0 0,11 DATE 05/27/08 PERMIT CENTEF, uo 0 0 co a DATE ISSUED: 04/18/2008 DESIGNED BY: MH DRAWN BY: MJC CHECKED BY: RHW r y 6 4 4 4 4 4 44 4 PAINTABLE FIRESTOP SEALANT (BOTH SIDES) UNDERSIDE OF DECK ABOVE 5/8" DEFLECTION GAP 6" SLOTTED TRACK (SLP —TRK OR EQ) 5/8" GYPSUM BOARD CEILING FINISH PER SCHEDULE 5/8" GYPSUM BOARD TYPE "X" (BOTH SIDES) UL NO. U465 TIE FOIJAIINC FA5IEHINO REOIARO1(NTS ARE TAKEN FRE1 UL'S SPEDFlGTION FOR THE INDICATED ASSEMBLY. REFER 10 WS DCLTIMENTATId1 FOR COMPLETE ASgLBLY R llAREMO11S AND ALLOWABLE 17P110N4 00.951 BOAR& sir NHICN, 4 FT RIDE, ATTACHED 10 STEEL SKIDS AND FLOOR MO CFYWC 1RAC1C ION 1 IL MD. TYPE S STEEL SCREE SPACED 5 IN. OO. CF BOARD MD 12 It OC IN THE FIELD OF THE BOARD. JOINTS MIMEO %EARCAILY MD STAGGERED CM OPPOSITE SEES 6 TIE ASSEMBLY. I1LE WAINSCOT. THIN —SET (WHERE OCCURS) 6" STEEL STUDS 0 16" D.C. WALL FINISH PER SCHEDULE 6" CONTINUOUS UNPUNCHED STEEL TRACK FLOOR FINISH WHERE OCCURS SEALED CONCRETE SLAB, SEE STRUCTURAL DRAWINGS PAINTABLE FIRESTOP SEALANT (BOTH SIDES) RAMSET AS REQUIRED WHERE WALL MUTTS A TENANT SPACE, GYPSUM BOARD LAYERS SHALL BE SUPPLIED AND INSTALLED BY TENANT 1 HOUR PARTITION AT FINISHED CORRIDOR 3 1'--0' Pg � t400 ? a a 4 a a 4 4 PAINTABLE FlRESTOP SEALANT (BOTH SIDES) UNDERSIDE OF DECK ABOVE 5/8° DEFLECTION GAP 6' SLOTTED TRACK (SLP —TRK OR ED) FINISH PER SCHEDULE NOTE: FIRE RATING OF WNl ASSEMBLY IS NOT REQUIRED TO MEND MOLE TENANT COMM GLPSIM BOARD TO EE HELD MIN. C' QEAR 130.0W UNDERSIDE CF DECK ABOVE TO ACCBIMODATE TENANT HYAC RETURN NR SYSTEM. CEILING BY TENANT (WHERE OCCURS) 6" STEEL STUDS ® 16 O.C. 5/8" GYPSUM BOARD TYPE 'X' (BOTH SIDES) UL NQ. U465 I THE FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSEMBLY. REFER TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS: GYPSUM BOARD: 5/8` THICK, 4 FT WIDE. ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 8 IN. 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. RAMSET AS REQUIRED 8' CONTINUOUS UNPUNCHED STEEL TRACK /-- -FLOOR FINISH CONCRETE SLAB. SEE STRUCTURAL DRAWINGS a 4 PAINTABLE FIRESTOP SEALANT (BOTH SIDES) NDTE: ALL GYPSUM BOARD LAYERS SHALL BE SUPPLIED AND INSTALLED BY TENANT (wy- m , lcse4- uv-..accr 1 HR TENANT DEMISING PARTITION (TYPICAL) ,.," d . 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Ol1s STIVM hNISI143a (3) •51730 0l 11 11VM NISIW3Q 3131dWO7 01 a321I110321 sV 71VMJ;21a QNV VNIWV8d '11114 7VNOIIIQQV TIVISNI * '51030 01 11'1311 STiVM %ISIW3a (a) 'N0111ONOO M3N 35II1 01 S37VASInS 2 IVd321 :51030 01 111911 911VM DNISIW3a (a) 'a3211nm21 3213HM Sanls J:ONVO H11M (5111V13a 7IdI 491 2134321) 'SNOIl1aND7 11VM N3-1-51.41S38 1V 210 51OV9 01 SIOVS IV .111‘10 3QIS 3N0 NO 'a9 'd) 1111VISNI '53015 HtOg NO 'a9 'd.19 0 5 /S 111IM 'x414 '70 11 91 501115 1114 119 'N0111121Vd SOIa131NI =(171SiS (3) Dl 1H9IJ) 1 NOIII12kVd (NJ '70 on S13NNVK2 '11W 05 /L NO 'a9 'dJ.O NS /SS 21314.41 (I) , TIVM hNINSn4 0 ('bairn# ' rn) rzivia 11413 of 2134321 '3AO9V )03G 01 11 'Q9 'd) D d x3 N31 D'O S,1NVN31 14.9 S3aI5 1 NO 'a9 'd19 ,K, 3414:1 „5 /S H1IM 'XVW '70 „9L 6 son's '1114 11 9 °(031V 2l I) 114M DNISII•J3C (NJ a21o1dNV - i HIIM (I) V 321nSN3 ` 01 Na1V1 (l) H11M '7'9 S (3) WA NV11d NOIJ_I1OW3a NO 31ON 335 '(bltrn# '1'11) ONIJV2f 321I4 2111 - 1 NIVINIVW Ol a321InD3?1 41 ,X, 341411 'aH '4,19 „5/5 374114321 2io 21144321 of '49'9 'S111VM DNISIW3a (3) 'NV1d NO111101430 Ol 2134321 '(N011110W3a 4O 1N31X3) • ws CIN3031 NOI1IIHVd I I 'SNOIi3t11:I1SNI a31yoiaNI 1111M A1dVIO0 GNV `SNOIIIONOO 01131d 1VfIOd VIEIIINOO of EIO1OVVINOO 1VEI3N35 'S9NIMV21a NO '0'N'11 1 521(19717N3 3ZIS 1411WINIW V NIVINIVW 01 111511 a3ddV2lM 59 111 3214 sNWmo7 'aso11aNY 1 aO/QN4 S3a07 14X01 CNV 3IVIS a31-1S1119V153 SV 9NI1V'S a32IIn0321 NIV190 01 3i'lnGO77N3 0131V21 -32114 ,X, 3411 'Q9 'clID 11 2 /S H11M 37445 0354311 NIHIIM SNWn1107 TIVW 11V21n17n21.1S Tiv dY21M 01 'O'D °S310N 1414111100 (reiv /a) (S71V13a DI41D3dS 01 2134 'SNOIIIQN07 1111VM 213/5141 134 1V 210 51709 01 71049 1V J.11NO 3015 NO NO 'a9 'd.lh TIV1SNI 'NV NO 031VICINI SV '70 (1'214/4) „91 6 San1S "'1114 „WS E NO 3dIS HDV3 '09 'd):D 0 9 /S 2 13..V11 (I) '711VM N011111Vd (N) k //- ///1 SNOI1111:1Vd 1IOI1131Ni IIII•LI■III DNISiMM30 I I No1111oM13a MATCH LINE .l.lO.l..■ C ..... l. ■ ■.... l..".. a 1111.1......■al...al.l.....9 ■••� 1.l... 1. CC t.l ,la®l,.■ iSl[■■ 11 e g ma.11a.�l.a.11lll�Ill,l..1. •l. i laall. @lllli.alll.la■l. . U ■ -_, 61' -10 I/4" L.L. TO L.L. 64' -5 1/2" LEASED FRONTAGE (0 /A LEASE LINE TO LEASE LINE) -11 3/4" 20 1/2" \\\\\\ \\ \\'\ 1' -3 6/6" L.L. TO L.L. 1/4" MATCH EdACG DV:MO ER! FYP•60311KIXT8t, HANCEODGelBACOLWG r0 z -1 O z 0 00 0 03 m 0 Z U) PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL TUKWILA, WA 98188 SCOPE: DESIGN TYPE: ESD &C PROJECT #: PACKAGE: HAYWOOD GENERATION: 00005818 A/E PROJECT #: 0000581 PKG 2 0815a 08098 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 EXPRESS STORE PLANNING, INC„ D /B /A EXPRESS STORE DESIGN AND CONSTRUCTION ("ESDC"). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. 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 ESDC. COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 192 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER PY PROTECTION ACT OF 1990. THE PROTECTION HT P f990; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT R 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 LIABIUTY. i EXPRESS STORE PLANNING, INC. d /b /a STORE DESIGN & CONSTRUCTION ..5.. i' +3 J "'/3 '7 'Y G•. r ' %r :tv. :r f x : ,. S ' y ' , .. ...... ..s CSC,•;. 09 23 ,w , GERAL. S. SHREMSHOCK STATE OF IWASHINGTON Gs D>t (I} t yi En O -I %com Z MATCH LINE \- \ \ \S: - - \\ \ hi \ \ TS1 'ILUU* m inim iirmmr ii■®.■ ■..I ■i ■ ■■■i■■■t.■■.■_ i:Ll !■■■■■ 1■ 1■ 1■@■■■a■■ ■ ■■■\`■■ ■ii■■■■, ■ ■,■■■ @.■gpmmoi ; m,■■.■■■■■■ i■ i■ i■■ 1■■■,■■ ..n■■■.is■.■■■ommom■ ■.1C.■■.,■.■ ■.111■... ■,1 •, . rn D m z MATCH LINE a-> 101aVIl. m r0 z =i z 0 03 0 N CO m rn Ft PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL TUKWILA, WA 98188 SCOPE: DESIGN TYPE: ESD &C PROJECT #: PACKAGE: HAYWOOD GENERATION: 00005818 A/E PROJECT #: 0000581 PKG 2 0815a 08098 PROHIBITION ON REUSE: THESE DRAWINGS AND SPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE CONTEMPORANEOUSLY WITH THESR 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 EXPRESS STORE PLANNING, INC., D/B/A EXPRESS STORE DESIGN AND CONSTRUCTION ("ESDC"). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. 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 ESOC. 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 ji,\)4.. i EXPRESS STORE PLANNING, INC. d /b /a STORE DESIGN & CONSTRUCTION €. l u# ##$.,%4i: i-o` - 5i) 432 • r J i r' HI -FERAL `. SHRE HOCK STATE OF WASHINGTON i[7 Co > C —I NOT USED INTERIOR MALL BARRICADE ELEVATION WITH BARICADE GRAPHIC INTERIOR LOCATION: PROVIDE AND INSTALL CONT. PROTECTION WHERE METAL TRACK AND STRUTS BEAR 0 MALL TILE FLOOR. ANY DAMAGED MALL TILE SHALL BE REPLACED BY G.C. TILE SUBCONTRACTOR. (E) MALL BULKHEAD NOTE: INSTALL 6 "X 20 GA. STUDS FOR BARRICADE WALLS OVER 12' -0" TALL HEAP ANCHORAGE: MASONRY: 3/6" DIA. HILTI SLEEVE ANCHOR STEEL LINTEL: TACK WELD OR 0.205 DIA. PAF @ 16" O.C. EXTERIOR: I/4" DIA. TEK SCREWS @ 16" O.C. MTL. STUDS: 1/4" DIA. TEK SCREWS @ 16" O.C. SILL ANCHORAGE: 0.205" DIA. PAF @ 16" O.C. 3 -0" MIN. 4 -0" PREF. 5/8 GYPSUM BOARD ON 3 -5/8" X 250 GA. MTL. STUDS @ 16" O.C. INTERIOR LOCATION: VISQUEEN DUST BARRIER OVER 20 GA. X 3 -5 /5" MTL. STUDS AT 16" O.C. SECURE TO (E) BULKHEAD. PATCH AND REPAIR TO MATCH (E) AFTER REMOVAL. POP -OUT LEASE LINE SECTION c INTERIOR BARRICADE 1/2 " -1' -O" E" 10 • • ION: PATCI'I AND IR AFTER REMOVAL OF DE, AS REQUIRED. PROVIDE ULATION AS NEEDED FOR NDITIONS. (E) MALL BULKHEAD W OCCURS (E) STOREFRO BULKHEAD WHERE LEASE LINE 1~XTERI CDX FR RE BARR BATT I CLIMATIC NOTE: INSTALL 2 BARRICADE WALLS 6 STUDS FOR VER 12 -0" TALL H EAD ANCHORAGE: MASONRY: 3/8" DIA. HILTI SLE ANCHOR STEEL LINTEL: TACK WELD OR 0,2 DIA. PAF @ 16" O.C. EXTERIOR: 1/4" DIA. TEK SCREWS @ 16" O.C. MTL. STUDS: 1 /4" DIA. TEK SCREWS @ 16" O.C. 3 - 0" MIN. LOCATION ALTERNATE LYWOOD PANEL AND TED ACRYLIC PANEL ER WOOD FRAMING EXTERIOR LOCATION: 3/4" CDX SMOOTH ONE SIDE PLYWOOD OVER ' x 4 WOOD FRAMING @ 16" O.C. SMOOTH SIDE TO FACE EXTERIOR. PRIME AND PAINT TO PREPARE SUBSTRATE FOR IMAGE. 5IGNAGE INSTALLER IS RESPONSIBLE FOR VERIFYING PAINT IS DRY PRIOR TO INSTALLATION OF GRAPHICS. K ECTION @ EXTERIOR BARRICADE 1/2" -1' -0" NOT USED D NOT USED 1/4 "0' -0" 02EA017COBRCD B -5 VARIES SECTION K CONT. P -13 155'_1" MALL CEILING I2' -0" MALL BULK) -IEAD 12' -0" TYP. 0'_0" A.F.F. FINI51 -I FLOOR IIIIIIII 0 AI EJI J LL I 16' -5 3/4" 24' _0" 64 -8" INTERIOR LOCATION -0 "W x 7' -0 "H 1- IOLLOW CORE WOOD DOOR W/ LOCKABLE HARDWARE / \ / \ / \ / \ / \ \ / \ / \ / \ / \ / CENTER OF DOOR du CENTER OF DOOR LAYOUT POINT LAYOUT POINT P - 13 23' -I1 3/4' 12' -11" INTERIOR LOCAT VISQUEEN DUST BARRIER OVER 25 GA. 3 5/8" MTL. STUDS AT 24" O.C. SECURE TO BULKHEAD. PATCH AND REPAIR TO MATCH (E) AFTER REMOVAL TOP OF (E) MALL LIGHT COVE BTM. OF (E) MALL LIGHT COVE (E) MALL NEUTRAL BAND TO BE MAINTAINED BETWEEN STOREFRONTS It REMOVED AT STOREFRONT PROJECTIONS INTERIOR LOCATION GYPSUM BOARD - USE MASKING TAPE AT JOINTS. PAINT MIN. (2) COATS P --13 P -13 VARI ES SECTION K CONT. CODE COMPL!ANC" APB *ROVE -5 JUN 16 2008 City Of Tukwila BUILDING DIVISION 1/4 ";1' -0" 02EA017BOBRCD c B Vgn SHREMSHOCK ARCHITECTS, INC. 6130 S. LJNB RY ROAD WESTERV :.k P51 614 - 545 0 W INDICATES NO REVISION TO THIS SHEET T A REQUIRED BY: LANDLORD COMMENTS B.O. COMMENTS y IM 0 2 p a W �--4= _ M W a w 0 - W H W y C CD Es W G7 R d O p W N 4 am - 0 O © w r _= V a Z O V 4 p C CS W 1 - C w H _� V" • 2 SC � r sa? c d o vi �� m ° .;,:c' i y aH aJ Q t' 0 = x a Z O W m w o 0 �,� wr a 4J C7 I- 4 N ! w C C Lr rw `` • w Y�a avipa w ° �ns � ° s¢ 6 = La 2 La LI I L! 71 1 ;.; 11 CO c ) o .■ CD 0 // H W W CL 0 *h° � Z W a ° O v) o O- Uw �/7 vaT- Nnw REVISIONS: ek14s#44i gull LUUG PERMIT CENTER DATE ISSUED: 04/18/2008 DESIGNED BY: MH DRAWN BY: MJC CHECKED BY: KMM /RHW DEMOLITION BARRICADE DRAWING NUMBER: WI N 0 CO Li) 0 CO CO 0_ Q I- w . O w I O aCC CL Y < W = 0- as c0 O O 00 U) Q 2 0 DATE 05/27/08 111111111MIWZMIIIMEMBEEMIIIMMIMIIWIIIIIIIIIIIIIIIIIMMIIIMIIIIIIIIII91:111 „ 101 II 11 •11 OEM= ■ • r '•-•—•— — - 1 ■." . — 7 1, " ' .. ' - Al A , : 4 i > ; I 4 \ 174r \ III , i , , 4 MN r " -qk ‘N . iir 11. I 3-WAY \ I 4 ....e.szei rat. wavolarevidra bv.e., 1' NN 4 1 din 11 - - N. MIN mmillor4, x k.t, kIRROR" ii. S h \ L i. k q 13`-11 1/2 I. = EQ. 2'-0 "4 NX..";:" 1 1 "GO BA• c i NICH. AIL i il s.,........ 11 himILI NI h. 1 3 la 3/4" 1 11 I MEM 1 10=M sr-- (4 1 4 ),- v k cTS IO I 'NM 7 " 5 1/4 JI ' 1'-8 3/4" rn _ ll■ 'AL NR „. - IL • 0 3'-7 1/2" 7 1/4" 13 1/2" ▪ ENIM OLJTA POINT 4 114 "WI PUCK FOCAL WALL" ALIGN ALIGN 4 1/4" ALIGN ALIGN "DEMIEL WALL" #1# MALL CONCOURSE (N.I.C.) 23'-11 3/4" 0 0 z co c Po 0 0 z 11 0 0 r- z 0 co ;a C') m m co xi 1— — I m Ro > > 0 2:1 0 0 io > xj 0 m In CI 73 0 O 0 c z 60LIRCEn MEXP176:4M1 ENP-SCUTACENTER, MAL1000601d10132e4 0 0 z m r 0 0c 0 z 0 CO ID m m xt. P1 0 3 m Z X M °WOW C C • • CO M co c cp KrnKo CO CO PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL TUKWILA, WA 98188 SCOPE: PACKAGE: DESIGN TYPE: HAYWOOD I GENERATION: ESD&C PROJECT #: 00005818 A/E PROJECT #: 0000581 PKG 2 0815a 08098 PROHIBITION ON REUSE: THESE DRAWINGS AND SPECIFICATIONS WERE PREPARE() FOR USE ON A SPECIFIC SITE CONTEMPORANEOUSLY WITH THEIR ISSUE DATE. THEY ARE NOT INTENDED FOR USE ON A DIFFERENT PROJECT SITE DR 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 EXPRESS STORE PLANNING, INC., VIVA EXPRESS STORE DESIGN AND CONSTRUCTION THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF MC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL 1E MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESOC. 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 ESDC. COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTEO AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, t7 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 LIABIUTY. EXPRESS STORE PLANNING, INC. d/b/a STORE DESIGN & CONSTRUCTION L M ' {hUgi ".■ r & 44 5, 4 . , • • .•••.- 4 4 4: A: • I GE REG! R SHREPOSHOC1( STATE OF 11VA.S1-1 1NGTON 6923 =.1 P'ItD 0 rri 0 0 1 I, A i I I\ 1 ,- �, 1 I 1 ` 7 ! 81-1 1 i .r i m 1 11' -8 18 I \ I J; (LEV L FLOOR,' 4REA)\ A/ 1� i \, . / ■. I ...... ... .1111:Iu........ M.. IIIIIH U 11 ....M..' III: II:: II ...`.... IIiu I : 1 II1 ::aa1ll -• air.... 111.1 {........ 4 11 . a .■...... u _ !�J t AI \ 1\ 1 M k.A •• •• •• •• •• ii :: jj CLEAR ii ���a ♦ iii iii i � i � i �n i ♦i� ♦iii ♦i ♦i ♦iii ♦i�► ♦� .; - — �, . . ! o I 4 - "DEN ;� " �i PUCK FOCAL WALL" 4' -10 1/4 N `fir i 1 I o 1 + MOI. - M. WALL" I 11 1 1 11 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 I 1 1- - --I 1-1- -I I- I- -I 1 1 1 1 1 1 1 1 I 1 1 1 1 I J 24 1/8" (LEVEL FLOOR AREA) EXTERIOR (N.I.C.) 1, 1 0 0 PO 0 r z 0 V OD 0 mm m m MRCS 13.11ThOWIR1 EASCUIVECIMER, N 0 0 z ua g ��C � z 0 cc N r— � I 0 o �mTO3 m ti m m PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL TUKWILA, WA 98188 SCOPE: DESIGN TYPE: ESD &C PROJECT #: PACKAGE: HAYWOOD I GENERATION: 00005818 A/E PROJECT #: 0000581 PKG 2 0815a 08098 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 EXPRESS STORE PLANNING, INC., D /B /A EXPRESS STORE DESIGN AND CONSTRUCTION ("ESDC"). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC, 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 ESDC. 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 FO ARRANGEMENT AND COMPOSITION UT T[ N, HE ERAL FORM, EM ND 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. , 11K , , I Z Lip ) j _ \ =, i I EXPRESS STORE PLANNING, INC. d /b /a STORE DESIGN & CONSTRUCTION GER S. Si RENISHOCK STATE IN WASHINGTON 0) LA 1 --1 o , Frr� ^ T Xi En N {1E� _ 0 r n :, .. x p 2 -1 0m >0 z cm SALES AREA SQ. FT 7 q6q MIN ARI=A/ OCCUPANT 30 sq. ft /OCC OCCUPANT LOAD 217 EXITS REQUIRED 2 MIN. EXIT WIDT1.I 217 X .12 IN = 32 IN EXITS PROVIDED 2@ 72"/ S'VB. DESCRIPTION as 1~XIT 51GN: SALES AREA 300 sa ft /OCC OCCUPANT LOAD 1 E11ERGlNCY LIGI -!T: SALES AREA 1 ET1ERGENCY LIT SALES SALES AREA FE PORTABLE FIRE EXTINGUI5�4ER 1 @ 36 "/I @44" EMERGENCY LIGHT: NON —SALES AREA EMERGENCY LIGHTING LEGEND STOCK ALCOVE AREA SQ. FT as MIN AREA/ OCCUPANT 300 sa ft /OCC OCCUPANT LOAD 1 EXITS REQUIRED 1 MIN. EXIT WI DTI-I 2 x 32 IN = 32 IN EXITS PROVIDED 1 @ 36 "/I @44" HALLWAY AREA SQ. FT q6 MIN AREA/ OCCUPANT 300 sq ft /OGC OCCUPANT LOAD I EXITS REQUIRED I MI N. E(iT WI DTN 1 x 321N =32 IN EXITS PROVIDED 1 @ 35" MEN'S LAV. AREA SQ. FT 72 MIN AREA/ OCCUPANT 300 s ft /OCC OCCUPANT LOAD 1 EXITS REQUIRED 1 MIN. EXIT WIDTI -1 1 x 32 IN =32 IN EXITS PROVIDED 1 @ 36" WOMEN'S LAV. AREA SQ. FT MIN AREA/ OCCUPANT MIN AREA/ OCCUPANT _ 300 sq. ft /OCC OCCUPANT LOAD 1 EXITS REQUIRED I 1 MIN. EXIT WIDTI -I 1 x 32 IN =32 IN EXITS PROVIDED 1 @ 3" FITTING ROOM AREA SQ. FT 462 MIN AREA/ OCCUPANT 30 s ft /OCG OCCUPANT LOAD 16 EXITS REQUIRED 1 MIN. EXIT WIDT -I 1fo x 2 IN =32 IN EXITS PROVIDED 1 @36 "/ 1 @32" OFFICE AREA SQ. FT q_ MIN AREA/ OCCUPANT _ 300 sq ft/OCG OCCUPANT LOAD 1 EXITS REQUIRED 1 MIN. EXIT W 1 DTN 1 x 32 IN =32 IN EXITS PROVIDED 1 @ %' STOCK AREA SQ. FT q_ MIN AREA/ OCCUPANT 300 sq, ft /OCC OCCUPANT LOAD 4 EXITS REQUIRED 1 EXIT WIDTI4 4X S IN = 32 IN EXITS PROVIDED 1 @ 36" ` E 11111E111 .11ii1♦ ■111 1..it iitl ■111111.1 ;.i.I.iitl • 1211U: 11 EEE111E1E1 t..i♦t ii11 EEE. .....1 1...1.ii11 1EEEElEEEE "ii♦l zum....... UUinurE111111111 m ii11 1111111EEE 1 � 1.ia1♦ EEE11111111 \■ =al "DENIM" PASS -THRU "DENIM" "D_ NIM" Sl y ini111114. • 4 "3 -WAY MIRROR" „IL NIMIX o I� A 6!i!i!ilit .' 1...' . ".i.4' . I. !•.R.ilit!........ NM L:!:! ..!..... I •!.!•!•!.! I i o 0 II o li o 1 • a • • .• f �. • IIM LP III Il • r F — ill PROCESSING EQUAL ASS -THRU 6I -6 3/4" • =� =• = r•= EQUAL 64 -5 1/2" LEASED FRONTAGE (0 /A LEASE LENE TO LEASE Lt E) MALL CONCOURSE (N.I.C.) D -( CA - 0 r • rn� r r MATCH LINE I1 C, SOURCE a m Z m 0 co N KmKo co k PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL TUKWILA, WA 98188 SCOPE: PACKAGE: DESIGN TYPE: HAYWOOD GENERATION: ESD &C PROJECT #: 00005818 WE PROJECT #: 0000581 PKG 2 0815o 08098 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 EXPRESS STORE PLANNING, INC., D /B /A EXPRESS STORE DESIGN AND CONSTRUCTION ("ESDC"). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. 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 ESDC, 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. o� J EXPRESS STORE d /b /a STORE DESIGN PLANNING, INC. & CONSTRUCTION ERA ' :. SHHEMSHOCK STATE OF WASHINGTON \-- /C:R E 21 11 7EC 'D [[a[t[[[[[ 1 ::�� :��a[[[[ i��ii�� [[a[a[[a[■ �ii �ii�llaaaat m imm aa[t[aaaaa 1e imumaa[[[[[['omiiumMMaa ��ii�� aaaa[aaaaa �ii��ir���� � ��aaaaaaaaaa��i � �"aa[a[a[a[a'�ii� ii�� xxw a. a. a.. :I w w w. iI CC CI` w U ' :I :I a. UI' ■ w :I :I :I a. CI UI :I iI w ii iI CI EI M! iI � 1 "DENIM" - • S • • •= 15) PUCK FOCAL WALL" EXTERIOR (N.I.C.) "DENIM" MATCH LINE v C, z r1 x 0 m m > rm Z Z m 0 C ° y m PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL TUKWILA, WA 98188 SCOPE: DESIGN TYPE: ESD &C PROJECT #: PACKAGE: HAYWOOD GENERATION: 00005818 A/E PROJECT #: 0000581 PKG 2 0815a 08098 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 EXPRESS STORE PLANNING, INC., D/B/A EXPRESS STORE DESIGN AND CONSTRUCTION ( "ESDC " ). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. 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 ESDC. 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. ... %s .. ,. ;'; ; }fit WS'i, .'7 {:i / ; 3 .f' : 9 . • -. ,.:• -. a t Fax!. EXPRESS STORE PLANNING, INC. d /b /a STORE DESIGN & CONSTRUCTION RE ,r GEFiAL . SHREMSHOCK STATE OF 1, GTON i: ! LALIGN _____ ____ _____ _____ _____ _____ ____ .- 1' PASS-THRU ,- R EQ. -1 1- L ; EQ 1 - ___ : ___ I 411 -- X9 R3 R3 -O T5 .i�(27 DF cll IL III EQ. Q. E I Eb 1 I r 4' 9I' r ___ N LIGN I ALIGN 4 I I I I I � 6TAA TYP SPA MCC I I � I w 2'4 REFER S /A4.2 TYPICA (6)T2; � 2'75 ( Ra THE 2'75 ( !CAL TR LING u.r J- — - TO I (12) - - I � 7TP y17A ; O DET FOR TRAC (3)TA 6)7A 6)7A ACK do —J-- 1=TAIL r2;(Utl I � -� r I TA_ 1 1 I I 1 I „ LIGNb � � ALIGN I-1 1 I - - I X12.6 E2 L;r1 1 i I -D R3 2'-0 (2 T8 TW; ;(4)TA - 61 III q JII Il EQ. i I I � � � � I EQ. T2 � _ EXTERIOR (N.I.C.) ALIGN MN :: MN MN MN ■1 mg 1. 11 MN ME ME 11 1■ 1. 1. MN 11 11 11 11 I 1■ 1• 1• 11 11 . 1• 1• 1■ 11 11 ' 11 11 11 11 1■ 11 11 1• 1• 11 11• I• 11 INN MN :: - Ew ' ■L :: ■N' ■1 ' :: M MO MN MN MN w MO MO MN MN MN :: ! :: M 1111111111'IMiUi lI 1111111111 IIi IIMMII1111111111 MNIM11 11111111 IiiIIIIII „i II MM■111111N I MM IIMM I M EM M I M Ml i ■ ■MMI MM . I 1111111111 M9 MMEM 1111111111"UI000 IU11111111 • I; i IN? I "DENIM” L WALL" • ,.N •i TD MATCH LINE v c co DP 1 m m 0 m In 0 U) PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL TUKWILA, WA 98188 SCOPE: PACKAGE: DESIGN TYPE: HAYWOOD I GENERATION: ESD&C PROJECT #: 00005818 WE PROJECT #: 0000581 PKG 2 0815a 08098 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 EXPRESS STORE PLANNING, INC., D /B /A EXPRESS STORE DESIGN AND CONSTRUCTION ( "ESDC "). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. 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 ESDC. COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED ANC 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 LIADBUTY. IR j _c_ \. ) 1 I II 2 2 EXPRESS STORE PLANNING, INC. d /b /a STORE DESIGN & CONSTRUCTION ERAL .. SF# ;EMSHOGIC STATE OF WASHINGTON 6993 1 z 11 m r a z (s) IEJ z co &\,,LA,AM 11 m . 2 1 C7vvv r=a n -I m PC X vm w .. co r'1 :< ..�v 0 CO N : m K cD CO ok;11 ssli, sin 0 1n _ \` MIRROR" "CO BACK NICHE" 1"�s���ia��lI"E11""i1"""i"""" " lim6Il"" 11; ""�"io�"ill"ill��ll"s.>.■■""""" I1:: 11:: 11�■ �����6i" ll:: ll�" 11���' �a�"��II:;II:IIIi��6��s.6��l�:: l��lm..��� =����ll lll��il��� l �a ll ���i■i���� ll� y����mNmm ������ ` \ \1 . < �a...ai ��. "� u . ,��.. aa........ �. �R .. -: ,.. �r "�� a� .....: .e..:..�a . �" : tau •••"a. .o, �" i ��� \ r• 1 17 s 4 IY IMMEMIN . i ♦ i ♦ i ♦ i ♦ i ♦ i ♦ i i i ♦ i ♦ i ♦ i ♦ i ♦ + ♦ i ♦ i ♦ i ♦ i ♦ i ♦ i ♦ i ♦ i ♦ i ♦ i ♦ 1 i ♦i ♦ i i ♦ i ♦ " ♦ i ♦ i %i it - ��lnm� I DENIM PASS THRU" 64 -5 1/2" LEASED FRONTAGE (0 /A LEASE LINE TO LEASE LINE) "(5) PUCK FOCAL WALL" PASS -THRU - n -InuJz I I 6 -0" SQUARE 6 -0 SQUARE '� SAW CUT (TYP,) ' SAW CUT (TYP.) FLOOR LAYOUT 11 NCI CI DES W/ q OF DENIM WALL" 23 -11 3/4" "DENIM WALL" MATCH LINE T v 0 m X p m z nm rP ! (.1 .)1 EN 3 5/8 72 C:1 701 PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL TUKWILA, WA 98188 SCOPE: DESIGN TYPE: ESD&C PROJECT #: PACKAGE: HAYWOOD GENERATION: 00005818 A/E PROJECT #: MALL CONCOURSE 0000581 PKG 2 0815a 08098 n 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 1S PROHIBITED AND CONTRARY TO LAW UNLESS EXPRESSLY AUTHORIZED IN WRITING BY EXPRESS STORE PLANNING, INC., D /B /A EXPRESS STORE DESIGN AND CONSTRUCTION ( "ESDC'). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC, NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. 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 ESDC, 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. 3 5/8 1/4" Tel 614: 4 3 1 I 6" n w < rn MATCH LINE 1 02 0 3 EXPRESS STORE PLANNING, INC. d /b /a STORE DESIGN & CONSTRUCTION O ne i ?:...: s i. #;;: {. ?,# i $; ; C 3 i J ;,r r .k# i 5. ,# „ ,,�, :;', •.;> �. 0 6923 GERAL#g. SHE EIV12F STATE OF O'.',iSHL;'�:'_, gg z MATCH LINE MN iM MM. nn Z MN MN MN t_ — Z Al i 1 ' 3 % MN CO r" — I r ... Z O 11 711 Z 7[T N' MN 11 ' 11 MN I. MN !1 ■1 ■1. ■N. 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AO AO o. ■ ., ., I, ♦4 4 I "DENIM I WALL" EXTERIOR [N.I.C.] "I5) PUCK FOCAL WALL" "DENIM WALL" MATCH 1 1 - n 2" 20 z r 0 -P ti : m : p �aoTco - >f D- -1 PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL TUKWILA, WA 98188 SCOPE: DESIGN TYPE: ESD &C PROJECT #: n - 0000581 PKG 2 0815a 08098 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 1S PROHIBITED AND CONTRARY TO LAW UNLESS EXPRESSLY AUTHORIZED IN WRITING BY EXPRESS STORE PLANNING, INC., D/B/A EXPRESS STORE DESIGN AND CONSTRUCTION ( "ESDC "). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND SPECIFICATIONS MUST BE RETURNEO TO LSDC UPON COMPLETION OF THEIR INTENDED USE, UNLESS OTHERWISE AGREED BY THE ESDC. D) EXPRESS STORE PLANNING INC. d /b /a STORE DESIGN & CONSTRUCTION }^ kk Limited $-c.. d b$ y )%) ... b s Ohio i +' �i F •v+ .:: } :.: Y. t -'.,`: kp : irC �~ ..v .p i ..: $ F { 'i1. 3 �•� }.t' •. d'ti' f .r. ... .. '4 i.i Telephone . 5; "l 7;: r fi. 0 +,,A' 2.• .''fr 2a.{.. ., it ?•... 4 4 kt'i•..+l t.: ERALD S. iREMSHOCK STATE OF W I ON +rn EMI HANGING 10 -0 !- I.SI- 4ELVES 1 I 1 1 I I L L L L L L SS3 'D7V N Ig 3c1VMCINVI AN'4 TG_13 I N lii�i�'i■ " _ i 'Iii "3 -WAY MIRROR" (MR3� CqBN2 "•_BAC NICHE" (DW3 1 )✓ "DENIM 1 WALL" X 1 1 1I.li. i11 11:.11::11 11i11ai11 i J *_ +++ y 111:1111111 11:a11a:11.1 11:,.11:.11 11.1111 1Pa11.11.,. • ... ! .x::11 ■ i * + � r 40 • ♦E "2T CONDENSED STRAIGHT CASHWRAP" "DENIM PASS THRU" ATQ1 "DENIM WALL" CPR4 bHtL-V t5 MALL CONCOURSE (N.I.C.) 23' -11 314' riso 1, a m 1 z SMWaNWPW6MMARAMWW1113,MUMMUNLEM 0 I N 0 KmKo WTco • 11 PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL TUKWILA, WA 98188 SCOPE: PACKAGE: DESIGN TYPE: HAYWOOD GENERATION: ESD&C PROJECT #: 00005818 A/E PROJECT #: 0000581 PKG 2 0815a 08098 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 EXPRESS STORE PLANNING, INC., D/E/A EXPRESS STORE DESIGN AND CONSTRUCTION {"ESDC "). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. ND REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. 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 ESDC. 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 UMITATION, 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 l i EXPRESS STORE PLANNING, INC. d /b /a STORE DESIGN & CONSTRUCTION R EG! T . 9C GERM J SHRE M 3HOC1C STATE ���� ff 77 •• Rµ STATE OF 1 -70111 SSA 'DD'd El UM MI El UM rr r• MIN ii •• NM NM •• MI rl • 1 ii BE •• •U rl rl - NM MI NE NM ME EN rl . rl MN EN MN iN MN rr EN .♦ ME is NM MO r• ME MN MN NM iM r• MN ii u 0 ii •• is •I is . •Uii:aRai::irorrr�ii.UIU�IUU . ■ro •I II 10' -0 I -IIGI-I SHELVES ••rrr•rr•• ummi UIiiiiU Ui rlrrlrr■ iiiNRii mmum■ rrlr iiii iiiiiiil ::ii::ii liiiiiiilmaRir rr•rriii iiUiii• Iol a - 2e1atwaeiel -t 10 -o N. 5I- IELVES FOLDING EXTERIOR RN.LC.) — (1R6 PR45 :1NS� "DENIM WALL" MATCH LINE K -n C rn -T3 :Do r z 0 C, z c w P1 ECIAM BOOPLOWUR AW- wni atm Ou' Ca1MO IDm O D D D m z z— co co =•in m CC/ 75 7 5 F.) 0 03 N m O � CO Co a Ur m PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL TUKWILA, WA 98188 SCOPE: PACKAGE: DESIGN TYPE: HAYWOOD GENERATION: ESD &C PROJECT #: 00005818 A/E PROJECT #: 0000581 PKG 2 0815a 08098 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 EXPRESS STORE PLANNING, INC„ D/E/A EXPRESS STORE DESIGN AND CONSTRUCTION ( "ESDC "). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESOC. 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 ESDC. 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 I ND� HE RY LIABILITY. o� i EXPRESS STORE PLANNING, INC. d /b /a STORE DESIGN & CONSTRUCTION :,,.; #e a " r# ; {.; fir 'S` #; >)5 } ` ',_3`•,f C 'f f ;.� i 3 is •.� i..3 �.� e •'�` � : #'�. ',.,3 J.w • ''. .f �. 53 `3 1... .. 14,41!'i, 000 RD]:' ., t "c : 415 • 65 F RCP GER C J• u�1 £Iii i u Lil� STfa7 OF i:WS7 �i;'k; 'C;1 6923 C, :r; i Eai c &�AU'�LeDiW EMP•DGVIICIXTER, NAOWSIDW WOiI.LFG PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL TUKWILA, WA 98188 SCOPE: PACKAGE: DESIGN TYPE: HAYWOOD GENERATION: ESD &C PROJECT #: 00005818 A/E PROJECT #: 0000581 PKG 2 0815a 08098 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 EXPRESS STORE PLANNING, INC., D /B /A EXPRESS STORE DESIGN AND CONSTRUCTION ( "ESDC "). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. 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 ESDC, 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 /DR MONETARY LIABILITY. EXPRESS STORE PLANNING, INC d /b /a STORE DESIGN & CONSTRUCTION Li si} "t. E. i , ,.$ b > £: .. CSC' • frF f `P �tO eA .. 4. � 15, 7 Sv Fax ...F 8�'F': '. . ... +•ri'3 •.f+ REGIS! F �Ck-il GERALD'S. SHREEuSHc,K STATE OF 4's:;i: 3 3TOO I ERMI I I 1 WD -1 II I WOMEN'S WD -1 - nMM Jl!`1 4 OPEN TO WOMEN'S ROOM TWO ` - - - n -- a - z --- �: —. sil 0 � � 3. I I 1 WD -1 II I WOMEN'S WD -1 - nMM Jl!`1 4 ` - - - n -- a - z --- �: —. sil 0 � � 0 a 0 U) m co m 0 O 11 r 0 r C V+ m 0 0 OA/ 11 0 m co m 0 0 M 0 Cld 1 m m 0 0 11 m co m O 0 11 r 0 COWL e■4Pmeo6u BP- BWM1010111, INAMOSn7w11204 m r— mz m x i O5 Go C,aaa rm > Cfli� — C7 3 m P1 zz - CO Ea ;< 7 5 v 1, m 04 - >f PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL TUKWILA, WA 98188 SCOPE: PACKAGE: DESIGN TYPE: HAYWOOD GENERATION: ESD&C PROJECT #: 00005818 A/E PROJECT #: 000058 PKG 2 0815a 08098 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 TIM. 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 EXPRESS STORE PLANNING, INC., D /B /A EXPRESS STORE DESIGN AND CONSTRUCTION ( "ESDC "). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. ND REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. 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 ESDC. COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 1D2 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. 19) 2 2 ...ik i i EXPRESS STORE PLANNING, INC. d /b /a STORE DESIGN & CONSTRUCTION •..f j;'w Limited I: .... .•: i$ .{sir ..:.. i ? '• •rr 3• "t < . ' . $ 32:3 3 i'ii Cy's , ,5 {E}. ..',f t�3~ <. :; Fax! i8 o .•`:.` . ; <••': 3 5 . .w'!•i k a�Y f..ClE,.° ED R , I � Ai�CF1 ( 1 G o r E RA1.D � ..' HRIEM;,; "IAOC1: 5 ".: s r � C ` t I "IL:ful J��^,�L ©, F1r �ut��kUU 6923 C) 1 ` - - - n -- a - z --- �: —. sil 0 � � 0 a 0 U) m co m 0 O 11 r 0 r C V+ m 0 0 OA/ 11 0 m co m 0 0 M 0 Cld 1 m m 0 0 11 m co m O 0 11 r 0 COWL e■4Pmeo6u BP- BWM1010111, INAMOSn7w11204 m r— mz m x i O5 Go C,aaa rm > Cfli� — C7 3 m P1 zz - CO Ea ;< 7 5 v 1, m 04 - >f PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL TUKWILA, WA 98188 SCOPE: PACKAGE: DESIGN TYPE: HAYWOOD GENERATION: ESD&C PROJECT #: 00005818 A/E PROJECT #: 000058 PKG 2 0815a 08098 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 TIM. 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 EXPRESS STORE PLANNING, INC., D /B /A EXPRESS STORE DESIGN AND CONSTRUCTION ( "ESDC "). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. ND REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. 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 ESDC. COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 1D2 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. 19) 2 2 ...ik i i EXPRESS STORE PLANNING, INC. d /b /a STORE DESIGN & CONSTRUCTION •..f j;'w Limited I: .... .•: i$ .{sir ..:.. i ? '• •rr 3• "t < . ' . $ 32:3 3 i'ii Cy's , ,5 {E}. ..',f t�3~ <. :; Fax! i8 o .•`:.` . ; <••': 3 5 . .w'!•i k a�Y f..ClE,.° ED R , I � Ai�CF1 ( 1 G o r E RA1.D � ..' HRIEM;,; "IAOC1: 5 ".: s r � C ` t I "IL:ful J��^,�L ©, F1r �ut��kUU 6923 C) ` - - - n -- a - z --- �: —. sil 0 � � 3 +/- 7 -11 I 0 a 0 U) m co m 0 O 11 r 0 r C V+ m 0 0 OA/ 11 0 m co m 0 0 M 0 Cld 1 m m 0 0 11 m co m O 0 11 r 0 COWL e■4Pmeo6u BP- BWM1010111, INAMOSn7w11204 m r— mz m x i O5 Go C,aaa rm > Cfli� — C7 3 m P1 zz - CO Ea ;< 7 5 v 1, m 04 - >f PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL TUKWILA, WA 98188 SCOPE: PACKAGE: DESIGN TYPE: HAYWOOD GENERATION: ESD&C PROJECT #: 00005818 A/E PROJECT #: 000058 PKG 2 0815a 08098 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 TIM. 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 EXPRESS STORE PLANNING, INC., D /B /A EXPRESS STORE DESIGN AND CONSTRUCTION ( "ESDC "). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. ND REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. 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 ESDC. COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 1D2 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. 19) 2 2 ...ik i i EXPRESS STORE PLANNING, INC. d /b /a STORE DESIGN & CONSTRUCTION •..f j;'w Limited I: .... .•: i$ .{sir ..:.. i ? '• •rr 3• "t < . ' . $ 32:3 3 i'ii Cy's , ,5 {E}. ..',f t�3~ <. :; Fax! i8 o .•`:.` . ; <••': 3 5 . .w'!•i k a�Y f..ClE,.° ED R , I � Ai�CF1 ( 1 G o r E RA1.D � ..' HRIEM;,; "IAOC1: 5 ".: s r � C ` t I "IL:ful J��^,�L ©, F1r �ut��kUU 6923 C) ., / T � - - --- - - _��- - _ - ..--` - - -- - OPEN TO - ROOM -- - THREE --- - �� / J / // 1 .� I / . D1433 II / 1l' -0" A.F.F CEILING 10' -10" A.F.F. 7 A.F.F T.O. OPENING B.O. CEILING 7 -0" A.F.F. T.O. OPENING + - 0 " FINISH FLOOR "3 -WAY MIRROR" P -17 OPEN p / 0 / / / // • N. ▪ N. OPEN B -1 P -5 OPEN OPEN OPEN B -1 P -5 0 OPEN P -17 B -1 P -5 OPEN 0 / OPEN P -17 G -3 "3 -WAY MIRROR" OPEN p OPEN 7 P -17 OPEN OPEN B -1 P -5 P -17 G -3 "3 -WAY MIRROR" 5-1 P -5 "GO -BACK NICHE" OPEN BEYOND 1 5 8' B T7 P -17 Fl G -3 1 f \ / \ \ / \ / \ / \ / OPEN TO ROOM #3 /\ / \ / \ / \ / \ d OPEN 0 / / OPEN B -1 P -5 OPEN 0 / yip / / OPEN vo P -17 OPEN / / OPEN B -1 P - 5 OPEN OPEN v _ > 5-1 P - 5 PLYWOOD SEAM, TYP. P -17 10' -IO" A.F.F. B.D. CEILING 8 -0" A.F.F. B.O. CEILING 7' -0" A.F.F i T.O. OPENING FINISI -I FLOOR 10' -10" A.F.F. .0. CEILING 0 -0" A.F.F. .0. SOFFIT -0" A.F.F. .O. CEILING ' -0" A.F.F O. OPENING + -0" NISI -4 FLOOR 11 A.F.F. / B.O. CEILING 10' -10" A.F.F. B.D. CEILING 10 A.F.F. B.O. SOFFIT +0 FINISH FLOOR + o ' -o" FITTING ROOM AREA +10' -q 1/2" A.F.F B.O. DENIM PASS -THRU "DENIM ROOM" 18 --6" A.F.F. (V.I.F.) B.O. STRUCTURE +14' -6" B.D. SPEAKER +12' -0" A.F.F T.O. SOFFIT B.O. SOFFIT +36" A.F.F PLYWOOD SEAM PLYWOOD SEAM, TYP. +0' -0" FINISH FLOOR DENIM SALES AREA 1/4 ":1' -O" 1 / 4 "_ 1 '_ 0 » E D "DENIM WALL" "5 PUCK FOCAL WALL" "DENIM ROOM" 16' -6" A.F.F. (V.I.F.) B.O. STRUCTURE +14 B.O. SPEAKER +12' --O" A.F.F T.D. SOFFIT B.D. SOFFIT +36" A.F.F PLYWOOD SEAM PLYWOOD SEAM, TYP. +0 FINISI -I FLOOR DENIM SALES AREA 1/4 " -1' -0" DENIM SALES AREA PLYWOOD SEAM, TYP. ND-2 WD -3 P -16 P -8 4 DENIM PASS THRU" "DENIM ROOM" — 2" METAL PANEL AROUND PORTAL, TYP. MT -2 WD -3 ND-2 II +16' -6" A.F.F. (V.I.F.) B.O. STRUCTURE +14 -6" B.O. SPEAKER +12 A.F.F T.O. SOFFIT +10' --cl 1/2" A.F.F B.O. DENIM PASS -THRU +36" A.F.F PLYWOOD SEAM +0 FINIS-1 FLOOR C ��' IL - g g4ED ;� cOM7-- t APPROV AN Of 'Tukwila I DENIM SALES AREA 1/4 ":1' -O" 1/4 " =1' -0" SHREMSHOCK. ARCHITECTS, INC. 6130 S. ! l ROAD WESTER 614 -545 0 a ILDFC' w a ai,g S 0 O Vf z �U C < a W Z . .Ni ° w N N V w O 2 C' W ra Q = O oce Sri oci M 4q ' „ 3 O Z ��+ W t r W l'.� [C 6 .. 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O W= 6= W S W W g J W m d ro n . a w 4 F = - 4 a4 CnnO U H a.- w � N LOcO r o 0 0 00 0 0 0 CD •• I- W ce LLI I— 0 co Z o, oco LLI Lc) 0 a I m ° J Q co 0 u) ce mco co 1-12 z rn IJJ W �`~ =a 0 v ®r% g 0_a Omm l"' O I- 0_ fn rr a. _ LLIa °° O i a ° = UW tn � I- tn aw REVISIONS: REQUIRED BY: DATE LANDLORD COMMENTS 1 B.D. COMMENTS 05/27/08 • INDICATES NO REVISION TO THIS SHEET RECEIVED JUN 0 6 2008 PERMIT CENTER DATE ISSUED: 04/18/2008 DESIGNED BY: MH DRAWN BY: JLT CHECKED BY: KMM /RHW INTERIOR ELEVATIONS DRAWING NUMBER: LINE OF EXISTING MALL BULKI -IEAD ABOVE 12" 1 I_ 6 11 5 1 PC. GLASS BEAMS ABOVE - REFER TO STRUCTURAL (I) PAIR OF 3' -0" DOORS 11 1_ 6 ' ENTRY OPENING 1 PC. GL. (1) PAIR OF 3' -0" DOORS FIELD DETERMINED ENTRY OPENING 1 PG. GLASS EXISTING DEMISING WALL^ REFER TO A02.1 I I 1 I NEW DEMISING 1 WALL- REFER TO A02.1 NO BUILD ZONE LEASE LINE 08. 3 5/6" • 1■1 w w 64-5 1/2" LEASED FRONTAGE (0 /A LEASE LINE TO LEASE LINE) C STRUCTURAL BOX BEAMS ABOVE - REFER TO STRUCTURAL —PENaiNiS 3 5/8" EXISTING DEMISING WALL- REFER TO A02.1 EW DEMISING WALL- REFER TO A02.1 NO BUILD ZONE LEASE LINE OPP. STOREFRONT LAYOUT PLAN STOREFRONT ELEVATION 1/2 "=1' -O" 1/2 " =1' -O" B 7 1/4" NO BUILD ZONE NEW DEMISING WALL EXTENSION BY TENANT (N) " x y21 MTL. REVEAL (TYP. C� NEUTRAL PIER) 1 1 - MT--I 10 ILLUMINATED SIGN CABINET ,- Y MT -1 G -1 /// G � A / it- • TION OF EED FOR SIGNAGE, TYP. i '111 ylll O'A E MT -2 \ / 1 EXTENT OF I MT -2 I EXT - . CAB. irsourrwomwur GLAZING CLIPS; TYPIC AT ALL GAPS G A08.3 MT -1 G -1 MT -1 TYP. 6.4' -5 1/2" LEASED FRONTAGE LOCATION OF / ELECTRICAL / FE P FIR G GE, Tfp/ 1o 1_ o " ILLUMINATED SIGN CABINET //A / / / // / // EXTENT OF MT -2 MT -2 I 4' - 1/4" EXTENSION CABINET ►w AA, AIL TYP. MT -1 G -1 MT -1 1 I mo. M. -':. COMP! APPROVE A A08.4 JUN 1 6 2008 City Of 11 'k Gila 15' -6" FAL T.O. STOREFRONT PROJECTION 13' -10 5/4" A.F.F B.O. MALL BULK1 -IEAD 12' -6" B.O. TENANT BAND 10' --8" A.F.F B.O. RED PORTALS (N) y11 X Y MTL. REVEAL (TYP. r� NEUTRAL PIER) LEASE LINE NEW DEMISING WALL EXTENSION BY TENANT NO BUILD ZONE +10" A.F.F T.O. PLATFORM 0 1 -0 11 F -1 FLOOR A SHREMSHOCK ARCHITECTS, INC. 6130 S.! <!I''.E< ROAD Y•- 4i WESTERV��t �,� 0���8 : 614 - 54 >:. 0 D a W = 2 o y w y Q d U � 4 v W L4 2 Q Q4 H z y dya i G mz � � 2 C J d o=aH aw O W o 4 C = N C W S? Cr W 4 U a L .. � � W !--7::! w W . � ° a s L r !c::=:(:1-4''1=! � i w 3 ^ o � .. � a W w QJ La E2 ~ Q 2 2 La pz =,,,a d H O F YO m W 4 A W d - L1 �-.. LY = 2 = 0 W w d U 2 f 4 d ° C W H W 0 y 4 3 -J F, 0 Q y 2 Cc CL 2 O a S w w _a U W � y 2 2 CC 0 (I, 0 S J i = < LL1 • U r $ § LIf w z N i r W ¢ O W W W F 2 l 1 v W m o co - La y n t s0 1.1 0. Q r 1- W Q' i � � � W aoLZ�3 O r a L. cc y Y 0 N W L. :1: W 0.. F- 1.- 62 Q U, C /� „ REQUIRED BY: / "LANDLORD COMMENTS 1 B.D. COMMENTS ' INDICATES NO REVISION TO THIS SHEET a 0 - �.. Z 0 j 4\ 141 Z a5 IPIIRM CC U) Co CO CO rn REVISIONS: RECEIVED JUN a 6 2000 ERMIT CENTS A DATE ISSUED: 04/18/2008 DESIGNED BY: MH DRAWN BY: LCEB CHECKED BY: KMM STOREFRONT LAYOUT PLAN $ ELEVATION DRAWING NUMBER: 2 O 4 � d 2 ° w as a = w a O W 4 G 1.2 C o O W y c d 2 H 0 ° W = W a�oi`ni 2 b L] U O � O y H O8 IW V1 U 4 W m L.- 1- 2 it 5 Ln a�� = m a w O w , c_+ x = 4?C = ; =6 O 4 Y � waa�i : 1 U O 0 U W a " d O ¢ 03W U [i0 !t' T J Q V y ' W U �`Laz z z ¢ 1 y O S C'l© YW N V w V r=3; O. L] W C N , 0 c0 L ) O) 01 co co r Q 0 0 I— z O — 3 w 1— O Yw w < W 0- CDa DATE 05/27/08 11" OR 20" CROSS BAR REFER TO SHEET A03.1 FRAMING DISPLAY AREA KETING RAIL D. ON SUSPENDED LIGHT OF LIGHT TRACK 1" R.O. W/ 1" WIDE X 2" DEEP GLAZING CHANNEL W/ NEOPRENE GASKET (BLACK) 4 1/2" EMBED GLASS AS REQ'D 8Y COD 4 1/2" . FRAMING DISPLAY AREA � KETING RAIL D. ON SUSPENDED LIGHT OF LIGHT TRACK 1" R.O. W/ 1" WIDE X 2" DEEP GLAZING CHANNEL W/ NEOPRENE GASKET (BLACK) EMBED GLASS AS REQ'D BY COD LIGHT TROUGH G PLATFORM NOT USED (E) DECORATIVE FINS 4 BACKING ON NEUTRAL BAND TO BE REMOVED BY TENANT AT STOREFRONT PRE-FI NI 514ED METAL PANEL OVER 3/4" F.R.T PLYWOOD * 5/8" GYP. BD. 5 /B" GYPSUM BD. CEILING 5/8" GYPSUM BOARD BEYOND SALES AREA PLATFORM WOOD BASE BEYOND TENANT FLOORING NOTE: 1. SEE STRUCT. DWG. FOR FRAMING 2. SIZE OF BOX BEAM VARIES PER SPAN & DESIGN CODE PARAMETERS 1 " :1' -O" K STOREFRONT SECTION 3' -0 1/4" 3 -1 1/2" B 1/2" 02DA082JOTRGH PANEL OVER 3/4" F.R.T PLYWOOD * 5/5" GYP. BD. FACE OF COLUMN BEYOND PRE - FINISHED METAL PANEL (BEYOND) I MT -1 MALL COMMON AREA FACE OF COLUMN BEYOND aua.� 0' -10" A.F.F. T.O. PLATFORM PRE - FINISHED BRAKE METAL OVER 3/4" F.R.T PLYWOOD 1 0 A.F.F. FINISH FLOOR EXISTING MALL FLOORING GENERAL NOTE REFER TO RESPONSIBILITY SCHEDULE- STOREFRONT LIGHT TROUGH 0 STOREFRONT WINDOW FC -13 PLATFORM TENANT FLOORING NOTE: 1. SEE STRUCT. DWG. FOR FRAMING 2. SIZE OF BOX BEAM VARIES PER SPAN & DESIGN CODE PARAMETERS 1 " :1' -0" G STOREFRONT SECTION a 1/2" 3 1/2" 6 1/4" 3/4" lo' -8" A.F.F. SEAM BEYOND 1/2" TEMPERED GLASS G -1 II MALL COMMON FACE OF COLUMN BEYOND , o' -10" A.F.F. T.O. PLATFORM PRE - FINISHED BRAKE METAL OVER 3/4" F.R.T PLYWOOD 0 A.F.F. FINISH FLOOR EXISTING MALL FLOORING GENERAL NOTE REFER TO RESPONSIBILITY SCHEDULE - STOREFRONT 13'_0" A.F.F. B.O. CEILING (E) DECORATIVE FINS 4 BACKING ON NEUTRAL BAND TO BE REMOVED BY TENANT AT STOREFRONT EXISTING MALL BULKHEAD TO / REMAIN - G.G. TO PROTECT DURING CONSTRUCTION LIGHT COVE BY ei --.' LANDLORD / / / / //// I 6' -6" (N.T.5.) / / 15' -6" A.F.F. TOP OF METAL PRE - FINISHED METAL PANEL OVER 3/4" F.R.T PLYWOOD # 5/8" GYP. BD. S.D. MALL BULKI -ID T.O. TENANT BAND A08.3 3 " :1' -0" O2DA082FOTRGH (E) DECORATIVE FINS 4 BACKING ON NEUTRAL BAND TO BE REMOVED BY TENANT AT STOREFRONT EXISTING MALL BULKHEAD TO j REMAIN - G.C. TO PROTECT /DURING CONSTRUCTION LIGHT COVE B � , / LANDLORD ' ' -0" A.F.F. 1 TOP OF DOOR BD. MT - 15' -6" A.F.F. TOP OF METAL 13 -10 3/4" A.F.F. B.O. MALL BULKHD BOX BEAMS - SEE 5 - U TU - L (TYP.) AI2.3 02NAO82CONOTE SHREMSHOCK 6130 S. WESTERV_IL 614 -545 C]O ir z , ■ d I.. !L!' � s to w2 a _, o I-o 8.t' '- °_ a . LC- g Sla a a I Po W 0, N . 0 U 4 W W N G �� � a 2 I. = I o y r LJx ca a 'O = rx 1 C4 � b = " v .. Q. W W G :rM6C = == = p U 2 1 N II -- ��rra z - Lj 0 uJ a z vi-,° cres s a I- U a¢ W 4 ARCHITECTS, INC. Rt ROAD 4 :0 � a w � p w a W W Wy F- z i S_ Vl W W aW = Q C • � � a 1 a 0 ;7 G C S IL-L V � yI p N CG c° pc� y1 y� E4 ■ INDICATES NO REVISION TO THIS SHEET REVISIONS: JON 0 13 2000 RECEIVED PERMIT CENTER DRAWING NUMBER: aWb W a 1L aa • � _ = O p = � � a - I a O: p N �cpi lw C S 7 p N U C) a ��O w C=) n' d • V � c�a42 � S O _p rn w U ~ U O � ccx � 7U J U IU n s W W w 4 lnE � o � W S = - 2 ) aa Q � C7 W = I n I/1 • O I ..1 ▪ s 2 a �p� s` � a p p g _ � gi g [ g W W 4.1 LO g g2 d b W es = W w 0. W C, 0 W m r <IX It)C C . .- zw c�ifa IN ❑ 170 10 rn o co co 0 _ ao STOREFRONT SECTIONS & DETAILS 05/27/08 DATE ISSUED: 04/18/2008 DESIGNED BY: MH DRAWN BY: LCEB CHECKED BY: KMM : SEE STRUCT. DWG. FOR FRAMING : SEE STRUCT. DWG. FOR FRAMING VARIES - 11" OR 20" CROSS BAR REFER TO SHEET A03.1 SEE ELEV B.O. CEILING II" OR 20" CROSS BAR REFER TO SHEET A03.1 SUSPENDED MARKETING RAIL INSTALL BLOCKING AS REQ'D 5/8" BD. ON SUSPENDED LIGHT GA. FRAMING C OF MARKETING RAIL SALES AREA 4 1/2" OF LIGHT TRACK SEALANT TO MATCH W/ ADJ. FINISH NOTE: 1. SEE STRUCT. DWG. FOR FRAMING 2. SIZE OF BOX BEAM VARIES PER SPAN & DESIGN CODE PARAMETERS q" OR I' -6" BOX BEAM, 5.5.D. FOR DETAILS LIGHT TRACK- REFER TO LIGI -ITING SCI-IEDULE PREFIN. /PREFAB. REVERSE DIMENSIONAL SIGN CABINET( ILLUMINATED) SEE M /AOB.3 ci" OR 1' - 6" BOX BEAM, 5.5.D. FOR DETAILS LIGHT TRACK- REFER TO LIGHTING SCHEDULE PREFIN. /PREFAB. REVERSE DIMENSIONAL SIGN CABINET(ILLUMINATED) SEE M /AOB.3 NOTE: SEE STRUCT. DWG. FOR FRAMING q" OR 1' - 6" DEFLECTION CHANNEL TYP., AT STOREFRONT GLAZING ABOVE 9'- 0 WITH 2" GLAZING CHANNEL TYP. ENSURE A 3/4" MIN. CATCH AT ALL TIMES BOX BEAM, 5.5.D. FOR DETAILS LIGHT TRACK- REFER TO LIGHTING SCHEDULE STOREFRONT CONSTRUCTION NOTES 1. PREFINI5HED METAL AT STOREFRONT TO BE INSTALLED ON SOLID FRAMING SHEATHING AND BLOCKING MEMBERS WITH GE1200 SILICONE. DO NOT USE SCREWS OR POP RIVETS. (SPECIAL CARE MUST BE TAKEN NOT TO SCRATCI^I METAL SURFACES). 2. ALL METAL BUTT JOINTS, LAP JOINTS, AND INSIDE CORNERS TO BE TIGHT FIT. 3. ALL SURFACES THAT METAL WILL BE APPLIED TO SHOULD BE SMOOTI-1 AND HAVE ALL DEPRESSIONS, HOLES, COUNTER SUNK NAILS, ETC. FILLED AND MADE FLUSH WITH THE SURFACE. 4. ALL STOREFRONT GLAZING TO BE SET WITH BLACK NEOPRENE GLAZING GASKETS(UNLE55 OTI- IERWISE NOTED). B. GAPS BETWEEN GLASS TO BE UNIFORM AND NOT TO EXCEED 1/4" IN WIDTH. 6. NO WOOD BLOCKING PERMITTED AT STOREFRONT AS REQUIRED BY LOCAL CODES. ANY BLOCKING USED IS TO BE METAL EXCEPT WHERE NOTED. 7. INSTALL GLASS CLIPS AS REQUIRED BY CODE GRILLE NOTES 1. VERIFY HEIGHT OF GRILLE STOPS IN THE OPEN CONDITION AGAINST THE HEIGHT OF THE SOFFIT CONSTRUCTION BEFORE FRAMING BEGINS. GRILLE PLATE MUST CLOSE FLUSH WITH THE BOTTOM OF THE SOFFIT. THE INTENTION IS FOR THE BOTTOM OF THE PLATE TO BE FLUSH WITH THE ENTRY SOFFIT. 2. MOTORIZED GRILLES REQUIRED. 3. ACCESS PANEL (BY GC) 51-1OULD BE PLACED IN THE CEILING NEAR THE MOTOR CONTROLS. 4. a. LOCKING: U- CHANGE CYLINDER (MALL 51 DE)/THUMB-TURN (STORE SIDE) b. OPERATION(MOTORIZED): KEY CONTROLLED C . OPERATION(EMERGENCY OVERRIDE): MANUAL PUSH UP /PULL DOWN d. 5' -0" PULL 1400K INCLUDED FOR MANUAL OPERATION B . REFER TO VENDOR SPECIFICATIONS FOR ADDITIONAL GUIDELINES SIGNAGE NOTES 1. REFER TO 514OP DRAWINGS. (HATCHED AREA ) 2. SIGN PANEL WI LOGO- INTERNALLY ILLUMINATED (VERIFY W/ VENDOR FOR ELECTRICAL REQUIREMENTS) \ . • . / \ , . ,i— ,„, RIO ,_ IT c., 1 \ . • . / \ , . ,i— ,„, RIO ,_ c., 1 a in X J 9/8" CABINET 9 1/4" OPENING 3/8" X 6" TOGGLE BOLT W/ FLAT WASHER INTO STUD BLOCKING CONTINIOUS 6" METAL STUD BLOCKING SEE M /Al2.5 FOR FRAMING REFER TO SECTIONS A08.2 FULL LENGTH BOTTOM ACCESS DOOR SIGN CABINET 1/2" TEMPERED GLASS W/ GASKET (EACH SIDE) 1 G - 1 1 BRUSHED STAINLES STEEL FINISH MALL FLOORING CAULK TO MATCH ADJACENT FLOORING FC - 13 DISPLAY AR EXPANSION BOLT - SLAB ON GRADE CHEMICAL ANCHOR - CONC. OR METAL DECK WOOD LAG SCREW - WOOD FRAMING STRUCTURE SPACING * SIZE OF ANCHOR VARIES PER CODE MINIMUM Y2 "o 1 -IILTI KWIK BOLT II NOTE: GLAZING CLIP GC2R, GCgo, GC135 TO BE USED WHERE REQUIRED BY CODE w NEOPRENE GASKET (BLACK) MALL SIDELIGHT BASE DETAIL (INTERIOR) GLASS 1 /4" GAP 9 3/4" / / / 4 MALL CONCOURSE NOTE: SEE STRUCTURAL DRAWINGS FOR ACTUAL FRAMING CONDITIONS, TYP. 3 5/8" X 20 GA. METAL FRAMING AT 16" O.G. SECURE TO STRUCTURE ABOVE (NOT TO DECK) 3/4" PLYWOOD W/ PREFIN. LACQUERED METAL PANEL II MT -1 G -1 5/8" TYPE 'X' GYPSUM BOARD W /CORNERBEAD U.N.O.) 11 P -2 PLAN DETAIL 3 "-1' -0" N.T.S. 02DA083LOBASE 6" =1' -0" INIT=1771' ;111 DETAIL @ SEAM (SIGNAGE) PREFIN. /PREF SIGN CABINET / EXTENSION CABIN SEE STRUCTURAL DRAWINGS OR FRAMING " PLYWOOD W/ PREFIN. BRAKE METAL TUCK ENDS VARIES, SEE ELEVATIONS "KERF" CUT DETAIL @ BRAKE GRILLE — I/16" GAP MAX 3 5/8" METAL ST FRAMING AT 16" O.C, TO STRUCTURE ABOVE (NOT TO DECK) PRE - FINISHED METAL PANEL ON 3/4" PLYWOOD VARIES, SEE ELEVATIONS 6" METAL STUDS @ 16" O.C. SHIM AS REQUIRED REFER TO ELEV B.O. OPENING PRE - FINISHED META 3/4" PLYWOOD STALL FIRE RATED PLYWOOD REQUIRED SEE ST FOR FRAM PANEL ON MT -2 ELEVATIONS 2 1/2" 2 1/2" CTURAL DRAWINGS INSTALL FIRE RATED PLYWOOD AS REQUIRED LOCATION OF KEY SWITCI -I AND EMERGENCY RELEASE (FOR STORE SIDE) VERIFY cc EXACT OPENING SIZE WITH MANUFACTURER PRIOR TO MAKING CUT. REFER TO ELEVATIONS FOR LOCATION A.F.F. 3 "X3" STEEL GRILLE SUPPORT POST INSTALL 4 "X4" SUPPORT POSTS FOR SPANS GREATER THAN 20' -0" 'SHALL TRIM BOTTOM CAP PLATE AS NEEDED, 1/4" MIN., TO PREVENT SCRATCHING OF ADJACENT METAL FINISH 3/4" PLYWOOD W/ PREFIN. BRAKE METALTUCK ENDS @ SIDE OF GRILLE GUIDE. kEEP TIGHT TO GUIDE VARIES - SEE ELEVATIONS GRILLE GUIDE PREFINISHED BY MANUFACTU TO MATCH ADJACENT BRAKE METAL SEAM AS REQ'D • / 6 1/8" 3 5/8" METAL STUD FRAMING AS / REQUIRED ALIIGN I SEAM AS REQ'D BRAKE METAL SEAM �t•E ED Ftit COMP, .TA,; APPROVED JUN 1 6 2008 City Of Thkw �a 0. : 3 Lu 1 I I O f: O l 8 1/4" CL GRILLE KEYSWITCH OCATION OF KEY SWITCH (FOR MAL SIDE) VERIFY EXACT OPENING SIZE WITH MANUFACTURER PRIOR TO MAKING CUT. REFER TO ELEVATIONS FOR LOCATION A.F.F. 3/4" PLYWOOD W/ PREFIN. BRAKE METAL PREFIN./PREFAB. DIMENSIONAL SIGN CA/31 CABINET TEXT: NONE PREFIN. /PREFAB, SIGN CABINET /EXTENSION CABINET TEXT: "D:PRESS" OR "EXPRESSMEN" CENTERLINE OF ROLLING GRILLE GYPSUM BOARD (TUCK ALL ENDS) LINE OF GRILLE OPENING ABOVE BENT METAL PLATE SEE PLAN 02DA083COGRIL SIGNt CABJNET\ O O 0 4 Z NOTE: SEE STRUCT. DV! . FOR ACTUAL FRAMING C. �ITION, O ® 3 TYP. LL � j PRE - WELDED PLATE. FASTEN TO FLOOR W/ 1/2" DIA HILTI HIT II 1 1 II EXPANSION BOLT MIN 3" EMBED NTRY /GRILLE COLUMNS SELF - LEVELING CONCRETE FC - 13 (2) LAYERS 5/8" F.R.T. PLYWOOD SUB FLOOR. LINE OF WALL BEYOND 1 -IERE OCCURS * 3/8 "X 1 1/2" X 1/8" TI -TICK TERRAZZO STRIP W/ BRUSI -IED NICKEL FINISH +10" A.F.F. T.O. PLATFORM METAL FRAMING, REFER TO S.S.D. 3/4" F.R.T. PLYWOOD $ 3/4" H.D.F. 1 P -5 FC -13 77 i $ BASE * TERRAllO STRIP MUST BE INSTALLED PRIOR TO FC -13 INSTALLATION. + + DISPLAY AREA / // BASE DETAIL (PLATFROM) FLOOR CLOSER DETAIL BASE DETAIL (PLATFORM) 5 " :1' -0" 02DA083JOBASE 3 "_1' -0" O2DA083BOCLOS 5 ",1' -0" J 1/2" TEMPERED GLASS DOOR RAIL. SEE DOOR SCHEDULE COVER PLATE. REFER TO DOOR 5GHEDULE TERRAZZO TILE FLOOR FC -1 SALES AREA CHIP CONCRETE SLAB AS REQUIRED, PROVIDE NEW CONCRETE FILL AROUND CLOSER BOX GLASS MALL MALL TILE - SLOPE WHERE REQUIRED AT RECESSED ENTRY - 1/2" PER FT., MAX. H 4 + + + GLASS G -1 SELF - LEVELING CONCRETE FC -13 I( (2) LAYERS 5/6" F.R.T. PLYWOOD SUB FLOOR. I" R.O. VI/ 1 "Wx11 /2 "D GLAZING CHANNEL W/ NEOPRENE GASKET IN BLACK. (EACH SIDE) MT -1 I GROUT JOINT MALL FLOORING +10" A.F.F. T.O. PLATFORM MALL CONTINUOUS SHIM AS REQUIRED PRE -FIN. METAL PANEL ON 3/4" F.R.T PLYWOOD METAL FRAMING, REFER TO S.S.D. G -1 1/2" TEMPERED GLASS FORMS AND SUFACES DP2022 U532D SATIN STAINLESS STEEL HANDLE +42" A.F.F. CL OF DOOR PULL 5/8" DIA. 140LE5 AT DOOR FOR HARDWARE 0 O II FINISI -I FLOOR 0 ti ELEVATION 0 3 1/2" SECTION DOOR HANDLE DETAIL (FRAMELESS) N.T.S. 02DA083F1HAND F LB'ULKHEAD DETAIL (GRILLE) 3 "=1' -0" 02PAO83AONTR) SHREMSHOCK, ARCHITECTS, INC. 6130 S. SUNBLJR ROAD W ESTE RVIEEEER17bAgal 614 -545 45 47 - y x W W 5 a W o 0 4 a ° = en z W OZ n 1 t ] W H % C.] 7 4 U 0 U ■ W W W xxe Ztn= L., 0a= 0,_= = aa 0,.=0 w� m - W 0 O W ° W 0 U W a n a W WM a = m 0 - m = a E �rz Il ii l li S N C C w 4 07; 0 Q 0 � TI W z a W _ wo_ a 0 3 3 0 2, g W ° = Lu ~ W z 41 w' W 0 a a W Z O Z 0 m U O -E-0z O O � - o E m d z o O U 0 U DC LO 0 CC 0 S U 0 J < z {K y = V 0 = 0 O W W401- O W N 0 - 4 a ti U ▪ s j en 4 C V W co w VWI GCW 0- 0 w W 1-- La W" m aW ~z a c 0 x zZC> 4 a O 4 x 0 a U M = 2 o a W 0 I A C V Y 11 - Wx 1- Z W 1-.<24=0 cc w 1- z co 0 Cn w 1 W Z W ulcAFg CL X' Y 0 � ,c2 REVISIONS: AI E ,4EQUIRED BY: 'LANDLCRD COMMENTS B.D. COMMENTS PERMIT INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: J J co 0) z O Z 0 � Z gegt ca w o5 LILI CO CI w 0 LIC 1 111J C> 0 y Ir =0 z eew 4 4a W O o C7 � O 0 W a re - 2 I- 0 0 0 I- = La x 0 0 r,3 7- els - �� • 0 W 4 0 U V O N 0 tot 0 en (9 m Q 0 Ft tt tit f A wino (,!,F(4 t P •+ 4.4COQ) DRAWING NUMBER: 0 0 0 N 0 CO Cr) C —o L 00 00 o 0 0 W 0 1- z cn W 04/18/2008 MH LCD KMM STOREFRONT DETAILS Z U O -, w O a 0- W Q W� 00 0 0 cO Lr) > 0 Q ° 0 DATE 05/27/08 EQ. 'to GR ILLE kie / // // // // // // // // // // EQ GRILLE GUIDE GC. SHALL TRIM BOTTOM CAP OR PLATE AS NEEDED, 1/4" MIN., TO PREVENT SCRATCHING OF ADJACENT METAL FINISH PRE - FINISHED METAL PANELS ON 3/4" F.R.T PLYWOOD OVER 5/8" TYPE 'X' GYPSUM BOARD GRILLE GUIDE PREFINISHED BY MANUFACTURER TO MATCH ADJACENT BRAKE METAL MT -2 VARIES - SEE ELEVATIONS G -1 PRE- FINISI -IED METAL PANELS ON 3/4" F.R.T PLYWOOD OVER 5/8" TYPE 'X' GYPSUM BOARD (VARIES, SEE ELEVATIONS) "KERF" CUT MT -2 � f 1/2" L I/16" GAP MAX DETAIL @ BRAKE METAL DETAIL @ SEAM ISIGNAGEI PRE- FINISHED METAL PANELS ON 3/4" F.R.T PLYWOOD OVER 5/8 TYPE 'X' GYPSUM BOARD I MT - 2 1 SEAM (TYP) PREFIN. /PREFAB. SIGN CABINET / EXTENSION CABINET DETAIL NEW DEMISING WALL EXTENTION BY L.L.; REFER TO A02.1 NEW 1/2" x 1 REVEAL BY G.G. PRE-FINISHED METAL PANELS ON 3/4" F.R.T PLYWOOD NO BUILD ZONE LEASE LINE NOTE: SEE STRUCT. DWG. FOR ACTUAL FRAMING CONDITION, TYP. 5/$' TYPE "X" GYP. BOARD WALL LINE OF CEILING TRANSITION ABOVE LINE OF PLATFORM BELOW 1/2" TEMPERED GLA55 PRE - FINISHED METAL PANELS ON 3/4" F.R.T PLYWOOD 3 5/6" METAL STUD FRAMING AS REQUIRE BELOW LINE OF MALL BULKHEAD ABOVE NEUTRAL PIER DETAIL 3" _1' -0" 3 " :1' -0" J G M AS REQ'D PLATFORM BELQI.! NOTE: SEE STRUCT. DWG. FOR ACTUAL FRAMING CONDITION, TYP. PRE - FINISHED METAL PANELS ON 3/4" F.R.T PLYWOOD L 010 LEASE LINE BELOW 3 1/2" PRE - FINISHED METAL PANELS ON 3/4 F.R.T PLYWOOD q 3/4" 7 7/8" LINE OF BEAM ABOVE (REFER TO STRUCTURAL DRAWINGS) LINE OF CEILING TRANSITION ABOVE LINE OF PLATFORM BELOW PRE - FINISHED METAL PANELS ON 3/4' F.R.T PLYWOOD MT -2 LINE OF MALL BULKHEAD ABOVE LINE OF BEAM ABOVE (REFER TO STRUCTURAL DRAWINGS) LINE OF CEILING TRANSITION ABOVE LINE OF BEAM ABOVE (REFER TO STRUCTURAL DRAWINGS) PRE - FINISHED METAL PANELS ON 3/4' F.R.T PLYWOOD MT - 2 LINE OF PLATFORM BELOW LINE OF CEILING TRANSITION ABOVE BELOW ELOW 61 B " N m L 08.3 SILL M AS REM) J C Y — - Q I I I I I I I I i TEL �_ au _ PLATFORM $ELON 4 3 5/8' X 18 GA. MTL. STUD FRAMING AS REQU IRED FOR FRAMING S.5.D. ■ — ■ ■ - ■ ■ ■ ■ ■ � — —_ / ■ ■ -- -- — — — ■ ■ • ■ ■ - - - — ■ ■ — ■ • ■ — — ■ — — — ■ — — ■ — ■ — ■ — - - - - - - — - -- -- -� - -r-- - - - DOOR ■ -- - ■ — r ■ I 4 PREFFIN./PREFAB. DIMENSIONAL SIGN CABINET / EXTENSION CABINET TEXT: EXPRESS COVER PLATE DOOR RAIL IN CLOSED POSITION FLOOR PIVOT DOOR RAIL IN OPEN POSITION DUST -PROOF STRIKE FOR HOLD OPEN FEATURE AT 110 - SET TOP OF PLATE W/ FINISHED FLOOR ▪ �� �.- ▪ ■ - � ▪ ■ ▪ �■ • � ∎ • � ■ � � DOOR DOOR PULL PRE - FINISHED METAL PANELS ON 3/4" F.R.T PLYWOOD MT - 2 4 1 0 " 3 - 0 H 2' -6 ■ ■ ■ ■ - - - - -- ■ — — ■ ■ ■ ■ — ■ ■ ■ — FLUSH 1 1 \\\ \ , I \ \ \ I \ \ \ 1\\\\\\\\\ 1 1 1 1 1 1 1 1 h � q1 /B" SIGN CABINET \ 9 4",\ FRAMED OPENING \ \ \ \ q 3/4" N\ 7 7/6" 1/2" TEMPERED GLASS 11- 0 z � U uj n O in 1D O 0 1- G -1 0 Lt.I >L u-' Ix FuR CODE COMPLIANCE PP aovao JUN 1 6 2.1B G -1 11 1/2" TEMPERED GLASS ENRTY /GRILLE COLUMNS 3 " =1' -O" A SHREMSHOCK ARCHITECTS, INC. 6130 S. S c4( ROAD WESTERVIII 081 614-545' pE s H y y W 0 W z z = a 2 2 Z 2 w 6 C a a a C O C ° 5v:L 3 *M1 3a l. Se m W W S^ W „ O °�-` w ] - d ,I- W Y IM a a Q y 0 0 .� 0 co 4 w z CfC 0 CO CO 1 Cl) w a a co X Lil 03 Co D:1 Cr) Ce C13 r l W V� ® Z Z LLI W CC Lu- � a CL W W a ° n om � 0 REVISIONS: REQUIRED BY: ,,REQUIRED COMMENTS B.D. COMMENTS * INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: RECEIVED JUG! 0 2008 v }x7 PERMIT CENTER DRAWING NUMBER: 8kv' 20 :., = W as W W w w Y w = 0 C 2= O ie �� w , W a o te z O �. F -W Q m W Q J 2 a W a L p 5 ; 1 = W S :,,,_! L?°p N W w V I W � N U W� s a a~ • s = 4 = S7 a C C np _I J w Lu 2 0 U v p m L ! ° a a w = !!!!! El Z - �C7 p Uir � � � d F 0 r T U g W 6 y 247 0 ~ i 0 d U Y V, E° w �<n 2 y • ° ° F4 a 0 -,=,0 N3 W 4=.1 0 vlwa v�� �'p�a O F- ° W a W¢ Lu C ° 2 6 2 0 C N o U adr o C° w W x_v F- N ° W w W 4~ w W g ° W S =F- 0 �WZI w W ate � =, Wa :� ° 'a �Q • u y It r[9 QQ i [!9 z � �� p o � ° Y 2 4 a .. ma , UH ¢.-a w VI N C Lf) O7 (�' T 0 CO CO OL 0 Z W 0 - Iw I O a CG 0- W 0 C • W T a L co Q — O o Qo Z o M 0 H U W cn o M- W 0 L1 N W DATE 05 /27 /DB 04/18/2008 MH LCEB KMM STOREFRONT DETAILS so S 1 010 0 10 1 lqi d NI 110 i 1 ii_ •• i 404111 LINE OF BEAM ABOVE (REFER TO STRUCTURAL DRAWINGS) J 3 5/8" X 18 GA. MTL. STUD FRAMING AS R EQUIRED NOTE: S EE STRUCT. DWG. FO R ACTUAL FRAMING CONDITION, TYP. PRE - FINISHED METAL PANELS ON 3/4" F.R.T PLYWOOD MT - 2 IN LINE OF BEAM ABOVE (REFER TO STRUCTURAL DRAWINGS) 1 1 � --1 < Q � n 0 - N\\\ ,i„,,„ ■ ,-t a ,.. ,..,,..-T_A,,,,, ,,\<,<\<,w\w,.,'<\_,:'\._w , \-' _.\\ >>>>>>>>>>>-` EQ. 'to GR ILLE kie / // // // // // // // // // // EQ GRILLE GUIDE GC. SHALL TRIM BOTTOM CAP OR PLATE AS NEEDED, 1/4" MIN., TO PREVENT SCRATCHING OF ADJACENT METAL FINISH PRE - FINISHED METAL PANELS ON 3/4" F.R.T PLYWOOD OVER 5/8" TYPE 'X' GYPSUM BOARD GRILLE GUIDE PREFINISHED BY MANUFACTURER TO MATCH ADJACENT BRAKE METAL MT -2 VARIES - SEE ELEVATIONS G -1 PRE- FINISI -IED METAL PANELS ON 3/4" F.R.T PLYWOOD OVER 5/8" TYPE 'X' GYPSUM BOARD (VARIES, SEE ELEVATIONS) "KERF" CUT MT -2 � f 1/2" L I/16" GAP MAX DETAIL @ BRAKE METAL DETAIL @ SEAM ISIGNAGEI PRE- FINISHED METAL PANELS ON 3/4" F.R.T PLYWOOD OVER 5/8 TYPE 'X' GYPSUM BOARD I MT - 2 1 SEAM (TYP) PREFIN. /PREFAB. SIGN CABINET / EXTENSION CABINET DETAIL NEW DEMISING WALL EXTENTION BY L.L.; REFER TO A02.1 NEW 1/2" x 1 REVEAL BY G.G. PRE-FINISHED METAL PANELS ON 3/4" F.R.T PLYWOOD NO BUILD ZONE LEASE LINE NOTE: SEE STRUCT. DWG. FOR ACTUAL FRAMING CONDITION, TYP. 5/$' TYPE "X" GYP. BOARD WALL LINE OF CEILING TRANSITION ABOVE LINE OF PLATFORM BELOW 1/2" TEMPERED GLA55 PRE - FINISHED METAL PANELS ON 3/4" F.R.T PLYWOOD 3 5/6" METAL STUD FRAMING AS REQUIRE BELOW LINE OF MALL BULKHEAD ABOVE NEUTRAL PIER DETAIL 3" _1' -0" 3 " :1' -0" J G M AS REQ'D PLATFORM BELQI.! NOTE: SEE STRUCT. DWG. FOR ACTUAL FRAMING CONDITION, TYP. PRE - FINISHED METAL PANELS ON 3/4" F.R.T PLYWOOD L 010 LEASE LINE BELOW 3 1/2" PRE - FINISHED METAL PANELS ON 3/4 F.R.T PLYWOOD q 3/4" 7 7/8" LINE OF BEAM ABOVE (REFER TO STRUCTURAL DRAWINGS) LINE OF CEILING TRANSITION ABOVE LINE OF PLATFORM BELOW PRE - FINISHED METAL PANELS ON 3/4' F.R.T PLYWOOD MT -2 LINE OF MALL BULKHEAD ABOVE LINE OF BEAM ABOVE (REFER TO STRUCTURAL DRAWINGS) LINE OF CEILING TRANSITION ABOVE LINE OF BEAM ABOVE (REFER TO STRUCTURAL DRAWINGS) PRE - FINISHED METAL PANELS ON 3/4' F.R.T PLYWOOD MT - 2 LINE OF PLATFORM BELOW LINE OF CEILING TRANSITION ABOVE BELOW ELOW 61 B " N m L 08.3 SILL M AS REM) J C Y — - Q I I I I I I I I i TEL �_ au _ PLATFORM $ELON 4 3 5/8' X 18 GA. MTL. STUD FRAMING AS REQU IRED FOR FRAMING S.5.D. ■ — ■ ■ - ■ ■ ■ ■ ■ � — —_ / ■ ■ -- -- — — — ■ ■ • ■ ■ - - - — ■ ■ — ■ • ■ — — ■ — — — ■ — — ■ — ■ — ■ — - - - - - - — - -- -- -� - -r-- - - - DOOR ■ -- - ■ — r ■ I 4 PREFFIN./PREFAB. DIMENSIONAL SIGN CABINET / EXTENSION CABINET TEXT: EXPRESS COVER PLATE DOOR RAIL IN CLOSED POSITION FLOOR PIVOT DOOR RAIL IN OPEN POSITION DUST -PROOF STRIKE FOR HOLD OPEN FEATURE AT 110 - SET TOP OF PLATE W/ FINISHED FLOOR ▪ �� �.- ▪ ■ - � ▪ ■ ▪ �■ • � ∎ • � ■ � � DOOR DOOR PULL PRE - FINISHED METAL PANELS ON 3/4" F.R.T PLYWOOD MT - 2 4 1 0 " 3 - 0 H 2' -6 ■ ■ ■ ■ - - - - -- ■ — — ■ ■ ■ ■ — ■ ■ ■ — FLUSH 1 1 \\\ \ , I \ \ \ I \ \ \ 1\\\\\\\\\ 1 1 1 1 1 1 1 1 h � q1 /B" SIGN CABINET \ 9 4",\ FRAMED OPENING \ \ \ \ q 3/4" N\ 7 7/6" 1/2" TEMPERED GLASS 11- 0 z � U uj n O in 1D O 0 1- G -1 0 Lt.I >L u-' Ix FuR CODE COMPLIANCE PP aovao JUN 1 6 2.1B G -1 11 1/2" TEMPERED GLASS ENRTY /GRILLE COLUMNS 3 " =1' -O" A SHREMSHOCK ARCHITECTS, INC. 6130 S. S c4( ROAD WESTERVIII 081 614-545' pE s H y y W 0 W z z = a 2 2 Z 2 w 6 C a a a C O C ° 5v:L 3 *M1 3a l. Se m W W S^ W „ O °�-` w ] - d ,I- W Y IM a a Q y 0 0 .� 0 co 4 w z CfC 0 CO CO 1 Cl) w a a co X Lil 03 Co D:1 Cr) Ce C13 r l W V� ® Z Z LLI W CC Lu- � a CL W W a ° n om � 0 REVISIONS: REQUIRED BY: ,,REQUIRED COMMENTS B.D. COMMENTS * INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: RECEIVED JUG! 0 2008 v }x7 PERMIT CENTER DRAWING NUMBER: 8kv' 20 :., = W as W W w w Y w = 0 C 2= O ie �� w , W a o te z O �. F -W Q m W Q J 2 a W a L p 5 ; 1 = W S :,,,_! L?°p N W w V I W � N U W� s a a~ • s = 4 = S7 a C C np _I J w Lu 2 0 U v p m L ! ° a a w = !!!!! El Z - �C7 p Uir � � � d F 0 r T U g W 6 y 247 0 ~ i 0 d U Y V, E° w �<n 2 y • ° ° F4 a 0 -,=,0 N3 W 4=.1 0 vlwa v�� �'p�a O F- ° W a W¢ Lu C ° 2 6 2 0 C N o U adr o C° w W x_v F- N ° W w W 4~ w W g ° W S =F- 0 �WZI w W ate � =, Wa :� ° 'a �Q • u y It r[9 QQ i [!9 z � �� p o � ° Y 2 4 a .. ma , UH ¢.-a w VI N C Lf) O7 (�' T 0 CO CO OL 0 Z W 0 - Iw I O a CG 0- W 0 C • W T a L co Q — O o Qo Z o M 0 H U W cn o M- W 0 L1 N W DATE 05 /27 /DB 04/18/2008 MH LCEB KMM STOREFRONT DETAILS HEIGHT SIZE GA SHEATHING (Y /N) 0 4 BRACING HEIGHT BRACING SPAN (O.C.) BRIDGING < 15' -0" 3 5/8" 18 YES 13' -0" 4' -0" NONE 6 18 YES 13 -O" 4 -0" NONE 17 -0" - 19' -0" 3 5/8" 16 YES 13' -0" 41 -O' NONE 6" 18 YES 13 -0" 4' -0" NONE 19' -0" > 3 5/8" 16 YES 13 1 -0 11 41_.0" NONE 6 18 YES 13 -0 41 -0" NONE HEIGHT SIZE GA SHEATHING (Y /N) * * BRACING HEIGHT BRACING SPAN (O.C.) BRIDGING < 15' -0" 3 5/8" 20 YES 13 -0" 4-0' NONE 6 20 YES 13' -0" 4 -0' NONE 17' -0" - 19' -0" 3 5/8" 16 YES 13' -0" 4' -0" NONE 6" 18 YES 13' -0" 4-O" NONE 19' -0" > 3 5/8" 16 YES 13 4' -O" NONE 411 16 YES 13' -0" 4-0' NONE 1. REMOVE RUBBER FILLER FROM STANDARD BEFORE GARCY IS PUT IN PLACE. 2. MASK TAPE STANDARD PORTION OF GARCY FOR ALL WALLS RECEIVING PAINT OR WALL COVERING. 3. CUT STANDARD PORTION OF GARCY TO EXPOSED LENGTH. 4. SET GARCYS IN WALL PROVIDE FLOOR AND HEAD TRACK. 5. USE LASER TO SET CONSISTENT HEIGHT OF STANDARD PORTION OF GARCYS -SCREW CLIP TOPS AND BOTTOMS. 6. INSTALL DRYWALL ON GARCY -AVOID DRYWALL FACTORY EDGE AGAINST STANDARD. (REQUIRED EXCESSIVE MUD BUILD UP) 7. FLAT TAPE DRYWALL AGAINST STANDARD. 8. SAND MUD DOWN TO STANDARD TO AVOID EXCESS BUILD -UP. 9. APPLY ALL FINISH MATERIALS TO WALL PRIOR TO CUTTING OUT STANDARD SLOTS. 10. USE RAZOR BLADE TO CUT OUT STANDARD SLOTS -TOPS AND BOTTOMS OF ALL SLOTS MUST ALIGN. CUTS TO BE MADE INSIDE OF STANDARD SLOT. 11. WHEN COMPLETED, INSTALL BRACKETS ON EACH STANDARD AND INSTALL ROD TO VERIFY ALIGNMENT. GENERAL NOTE: GARCY STUD #801 TYPE 'A' FOR USE WITH SUPER -LINE BRACKETS (WALL STANDARDS WITH 5/B" SLOTTING AT 1" O.C.), STUDS 3 5/8" WITH 1/8" WALL THICKNESS. SEE ELEVATION DETAILS FOR LENGTH OF STUDS AND STANDARDS. ANCHOR CLIPS ARE PROVIDED AT TOP AND BOTTOM OF STANDARDS. GARCY STUD INSTALLATION SEQUENCE GARCY /STUD DETAIL GARCY WALL STUD LAYOUT N.T.S. 02NA101MONOTE G.G. TO LASER -SET STANDARDS WITHIN GARCY /STUD PRIOR TO APPLYING FINISHES. 3 5/8" GARCY /STUD SEE PLAN FOR LOCATION. FLAT TAPE EDGE OF GYP. BD. ,,,___,0 STUD cv FULL 02DA1O1LOGRCY 6 ",1' -0" .1Y-1-1.;�I [III :{ 11!i; «l'1 M L STUD D -2 2" X 2" X 18 GA ANGLES @ 48" MAX O.C. HORIZ.. FASTEN TO NALL STUDS WI 2 "X2 "X16 GA. CLIPS 1/2" PLYWOOD 0/ 1/2" GYP. BD. 0/ 3 5/8" OR 6" METAL STUD WALL F3ASE BELOW FASTEN TO GARCY STUDS Ni 2 - #14 TEK SCREWS K BOX BEAM -SEE STRUCTURAL DRAWINGS GYP TO GYP 5/8" GYP. BD. BEYOND 1/2" PLYWOOD 0/ 5/8" GYP. SD. 0/ 3 5/8" METAL STUD RAW EDGE TOP OF SOFFIT-' 1/2" PLYWOOD 0/ 5/8" GYP. BD. ON PILASTER FRONT AND SOFFIT FRONT SHEET METAL BLOCKING ONLY AT LOCATIONS WHERE THERE IS NO BOX BEAM -SEE DETAIL L/Al2.5 PIPE RAIL SUPPLIED BY OWNER, INSTALLED BY G.C. RAW EDGE I /2" PLYWOOD 0/ 1/2" GYP. BD. 0/ 3 6/8" OR 6" METAL STUD INDICATES "GARCY" STUD BEYOND 2" X 2" X 18 GA ANGLES @ 48" MAX O.C. I-IORIZ. REFER TO ELEV B.O. (E) DECK 10 1/2" B.O. SOFFIT PLYWOOD SEAM F I N I SI FLOOR PIPE RAIL COMES IN STOCK LENGTHS OF 45" AND 66 ". A LAYOUT IS PROVIDED ON SHEET A06.1. PIPE RAIL LENGTHS AT THE ENDS SHALL BE EQUAL AND CUT TO LENGTH AND RE- THREADED IN THE FIELD. LOCATION FOR ELECTRICAL OUTLET. INSTALLED BY ELECTRICAL CONTRACTOR PER LOCAL CODE. REFER TO ELEV. B.O. (F) STRUCTURE GYP. BD. TO ABUT EXISTING DECK. 5/8" GYP. BD. REFER TO ELEV. T.O. SOFFIT PLYWOOD SEAM PIPE RAIL 5/8" GYP. BD. P -16 If PLYWOOD SEAM CC C.0 P�1 "OED FINISH FLOOR RAW EDGE 5/8" GYP. BD. OVER 6" OR 3 5/8" METAL STUDS @ 16" D.C. MAX. REFER TD CONSTRUCTION PLAN FOR STUD SIZE 4 LOCATION. LINE OF DEMISING WALL AND /OR ROUGH FRAMING 2" X 2" X 18 GA ANGLES @ 48" MAX O.C. HORIZ. 3 5/8" GARCY WALL STUDS W/ 3/4" RECESSED STANDARD WALL BASE BELOW VARIES REFER TO CONSTRUCTION PLAN GYP. TO GYP. SALES AREA NOTE TO ELECTRICAL CONTRACTOR: ONE (1) DUPLEX POWER OUTLET PER DENIM SHELVING BAY. FACE OF SOFFIT ABOVE WALL SASE BELOW RAW EDGE 1/2" PLYWOOD 0/ 1/2" GYP. BD. 0/ 3 5/8" OR 6" METAL STUD 1" DIAMETER PIPE RAIL, ESCUTCHEONS $ FITTINGS SIDE OF CABINET BELOW ATTACH WITH (4) 1 7/16" 10 -24 WOOD TO ' MIN_ MIN. METAL SCREWS - TYP. (INCLUDED WITH Q OF PIPE RAIL RETURN 4 ESCUTCHEON) ESCUTCI -I ION PIPE RAIL ABOVE DENIM CABINETS DENIM WALL SECTION 1 " -1' -0" 02SA101HODENM H SEISMIC ZONE: 0 -2B SEISMIC ZONE: 3 -4 * THE DENIM WALL PARAMETERS LISTED ABOVE ARE FOR FREESTANDING AND DEMISING WALL CONDITIONS. ** SHEATHING SHALL GO ABOVE FINISHED CEILING HEIGHT (I2' -0 ") ON EACH SIDE OF THE FRAMING. FOR DEMISING WALLS WITH COLUMNS, SHEATHING IS NOT NEEDED ON THE DEMISING WALL SIDE OF THE DENIM WALL. ASSUMPTIONS: DEFLECTION: L/240 SHELF WEIGHT: 25 PSF SHELVING LOADS TRANSMITTED TO GARCY STUDS STUDS SECURED TO STRUCTURE DENIM WALL MATRIX N.T.S. G DENIM WALL ELEVATION DENIM WALL PLAN 1 "-1' -0" 02EA1O1BODENM B A SHREMSHOCK,, ARCHITECTS, INC. 6130 S. S!_[ SIR(° ROAD WESTER. w: 614 -545 -' "° k K, '� S q 0 r1 0 JC REQUIRED BY: 1 S .. 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P N o co LIU -J U a 0 W a ° n NG Dino W REVISIONS: • INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 0 C Z '2 0 .< • • Z I CE o • t 1f 1 ei nnet H MAI V V GUUU PthiVltI LEN I til K1`. tik'v, IJJ co C1 W UJ p CL. X gm W N 0 co co co °o I® z w 0- o 0wv (nrI- (nO DATE 05/27/08 04/18/2008 MH AMH KMM DENIM WALL (CABINET) DRAWING NUMBER: 1 � z 1 m 1 co m 0> 11 0 0 z a 1 m 1 r z 0 a ets L __ 2' -3 5/8 L_ GYP. TO GYP. 10" • �If = 1. 1 z 0 �a V) m 1 m m 1 cn m 0 0 z N DD a 0 hat ■ 0 N 31 IV 0 m 0 133 z 11 z 1 m N 1 11 0 11 r.1 ri I 0 11 z t 7 1 _0 11 r J CO r 0 z r rn I I m to r D z r rn mars Frn n w rn rn 0 ��> Z 20 -11 CI C � z F O v i D ZEN cam.8107 EMP_eam+w+TER, rworozeuwn.nwe z c 1 m0 I m n m rn m a co m 0 m PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL TUKWILA, WA 98188 SCOPE: DESIGN TYPE: ESD &C PROJECT #: PACKAGE. HAYWOOD GENERATION: 00005818 A/E PROJECT #: 0000581 PKG 2 0815a 08098 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 I5 PROHIBITED AND CONTRARY TO LAW UNLESS EXPRESSLY AUTHORIZED IN WRITING BY EXPRESS STORE PLANNING, INC., D/B/A EXPRESS STORE DESIGN AND CONSTRUCTION ("ESDC "). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. 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 ESDC, 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 AMENDEO 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. EXPRESS STORE PLANNING, INC. d /b /a STORE DESIGN & CONSTRUCTION 1 ff H e.d :'..: � ".. : +'s' G %,9 ?.e 'e ii i3 ,�,5 s, 3:. �:.n # i : : .. ..,�✓,� ..;!. GERALD 'S HREIVISHOCL3 STATE OF WASH kl ]4TTOLI MS] (2) 6" METAL STUDS @ MEAD RECESSED LIGHT, SEE LIGHTING PLAN FASTEN MDF HEAD TRIM TO SOFFIT W/ #8 TEK SCREWS @ 6" O.C. 3 -5/8" METAL STUDS @ 16" O.C. RECESSED LIGHT, SEE LIGHTING PLAN PRE- FINISHED 1 -1/2" MDF HEAD TRIM WITH 3/I6" BLOCKING ABOVE AT SOFFIT 9/32 TAU PIN HOLES AT 2 17/32" C.C. FACE OF DEMISING WALL AND /OR ROUGH FRAMING CUT HOLE THROUGH GABLE. PAINT EDGES TO MATCH CABINET, (INTERMEDIATE GABBLE ONLY) DIAGONAL BRACE PER DETAIL M /Al2.1 CANT 18 GA. TRACK NOTE: ALIGN FERRULES @ TOP. ONLY TRIM GABLES AT BASE, IF REQUIRED, IN FIELD. 1' -q 3/>" REFER TO ELEV S.O. (N) CEILING REFER TO ELEV SALES AREA S.O. SOFFIT "U" CHANNEL BEYOND CEILING CLEAT PRIMED Wl -IITE WALL CLEAT PRIMED WHITE PRE - ATTAC -IED HEAD TRIM CLEAT TO MDF GABLE PRE - FINISHED AND PRE - ATTACHED SHIM TO MDF HEAD TRIM MDF HEAD TRIM 1 -1/2" THICK FULL HEIGHT SOLID MDF GABLE (TYP.) GABLE CABINET - DETAIL 023A103MOWHTE GABLE CABINET - HEADER DETAIL GABLE CABINET - DETAIL 6 " =1' -0" O2DA103LOWHTE 3 " =1 -0 ��'a�1_�[ck3t�1' ►'� L 5/8" GYPSUM BOARD SOFFIT BLOCKING AS REQUIRED G.G. TO USE SILICONE, FINISHING NAILS @ B" O.C. AND TOUCH -UP 3/4 "X1" CLEAT. FASTEN TO WALL W/ #8 TEK SCREWS @ 3 LOCATIONS COUNTER SUNK HOLES 1 -1/2" THICK FULL HEIGHT SOLID MDF GABLE (TYP.) SF -10 GABLE HEAD DETAIL 1 -1/2" THICK FULL HEIGHT SOLID MDF GABLE (TYP.) SF -10 1 NICKEL FERRULES CUT GABLE TO HEIGHT OR SHIM TO HEIGHT BY G.C. ENSURE HOLES AND FERRULES ARE ALIGNED LEVEL 14 GA "U" CHANNEL. FASTEN TO FLOOR W 1/2" EXP BOLTS @ 3 LOCATIONS. ATTACH TO GABLE W WOOD SCREWS @ 6" O.C. GABLE BASE DETAIL A=11, � C K GABLE CABINET - SECTION GABLE CABINET - DETAIL 1 " =1' -0" 02SA103HOWHTE H METAL STUD BLOCKING AS REQUIRED 5/8" GYPSUM BOARD G.C. TO USE SILICONE FINISHING NAILS AND TOUCH -UP 3/4 "Xl" CLEAT, FASTEN TO WALL W/ 0;8 TEK SCREWS @ 12" FILLER ALIGNS W/ FACE OF STUD SF -10 I 1 -1/2" THICK FULL HEIGHT SOLID MDF GABLE (TYP.) (3) 3 -55/8" METAL STUDS FOR JOIST BEARING 5/8" GYPSUM BOARD SHIM ALIGNS W FACE OF STUD. FASTEN TO WALL W/ #8 TEK SCREWS @ 12" O.C. LINE OF TRIM ABOVE 1/16" QUIRK SF--10 SQLIp WOOp NOSING P -2 v 1 1/2" 1/2" I NOTE: PRE DRILL 4 COUNTERSINK CLEATS, TYP. OPP. EQ. EQ. LOCATION FOR ELECTRICAL OUTLET. INSTALLED BY ELECTRICAL CONTRACTOR PER LOCAL CODE. REFER TO ELEV B.O. (N) CEILING REFER TO ELEV S.O. SOFFIT hIEAD TRIM SF -10 II 1 -1/2" THICK FULL HEIGHT SOLID MDF GABLE (TYP.) PAINTED 5/8" GYPSUM BOARD S -1 0-0" FINISI -4 FLOOR ParaA ED C'3 [)2. COMPLIANCE MED JUN 16 2108 Of Tilkwila PIPTA.') DIVISION GABLE CABINET - ELEVATION 3 " =1' -0" is ! 7A[tkreT•17k ;III G GABLE CABINET - PLAN 1 "-1' -0" O2EA1O3BOWHTE B 1 -1/2" THICK FULL HEIGHT SOLID MDF GABLE (TYP.) SF - 10 FACE OF DEMISING WALL OR ROUGH FRAMING RECESSED LIGHT, SEE LIGHTING PLAN REFER TO CONSTRUCTION PLAN \ � a 1/2 "J 1 1/2" EQ LIGHT 3' -3 1 /2" EQ U I' -3 1/4" 1 1/2" LIGHT EQ. (OUT ET ■ 2' -6" 5' -0 1/2" VARIES - REFER TO CONSTRUCTION PLAN SALES AREA 5/8" GYPSUM BOARD OVER 3 -5/8" METAL STUDS @ 16" O.C. LOCATION FOR ELECTRICAL OUTLET. INSTALLED BY ELECTRICAL CONTRACTOR PER LOCAL CODE. EQ. (OUTLET) LIGI - 1' -31/4" • i EQ LIGI -IT LINE OF TRIM ABOVE \- 11/2" 3' -3 1/2" THROUGH GROMMET FOR WIRING EQ 1 1/2' 1/2" REFER TO CONSTRUCTION PLAN 1 " =1' -0" A SHREMSHOCK ARCHITECTS, INC. 6130 S. S ROAD W EST E RVI= 4.{.$1 614 -545 REQUIRED BY: s q O N Z J w � oceq � + 1: 9" 0 Z z J a V7 i i:ML !!!! 0 0 it w ¢ �= a UE. 2 ._ = 0 = w U y = U w� Ns Q = = = Q O H 2 - 0 = a 2 V q v�� =W � q.OW WF Vl Piz R] : W i . �w a =a en ce O i.omw a to in -}m w O =5v, W ! 0 0 - = ) == C)W rar --w S Z W 9- - r DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 0 CC y tiv �.'W w � :Rf CL LLI _., o � o � G CO LIJI CC I I- CO .ct CO CO CD z LIJ cc Cs1 LL Pr) Cleo CI) LClij va Lll © t/3 rn REVISIONS: • INDICATES NO REVISION TO THIS SHEET 1 ^ ti U = oz ©, !!!!!! r v✓ Q r 2 - a _ O W i z Q ; a2 a O ¢ 4 = U W 6- 0 4 S og = 0 = :=1',,,T, 2 ' z,-. o = = 0 p W U 0 �' C u. EL w O w z N J = v =] W = W 2 c� w i z = z U 2 J a = O aa a s = (I] q ,1":,_„ W � w � w :Pt z Q C � ~ � :: Q3po U g W z W 1- V q 2 Cd, f V jI C)- OF C..-- V1 [] c - Y J C O RECEIVED JUN 06 2008 PERMIT CENTER GABLE CABINET DRAWING NUMBER: N 0 CO Lfl 67 Y r- CO CO ci Q O DATE 05/27/08 04/18/2008 MH AMH KMM 514T. MTL. 'Z' CLIP SYSTEM #8(1/4" ND) 1" PI- IILLLIPS BUGLE HEAD SCREWS @ 18" O.C. (COUNTER SINK FADS) m v m a' 1 1/4" u LINE OF FINISH CEILING 1 3/4" #8 (1/4" HD) I 3/4" PHILLIPS BUGLE HEAD SCREWS @ 18" O.C. (COUNTER SINK HEAD) J r f 3 %" 18" GA. MTL. STUDS @ 16" O.G., TYP. 6" MTL STUD BLOCKIN, SCREWED TO MTL. STUDS, REF. M/Al2.5 CONT. I "X3" FRT BLOCKING (DOUGLAS FIR #2 OR BETTER) 3/4" MDF PANEL 5/8" GYPSUM BOARD SEE DETAIL G /AIQ.4 FOR SPLIT CLEAT DETAIL 5 & 7 PUCK FOCAL - HEADER DETAIL 6 "_ -0 ," 02DA104MOPUCK 3/4" 1 1/4" FRENCH CLEAT WOOD SWIM MARLITE MONO 25 Q PUCK 5/8" GYPSUM BOARD 3/4" MDF PANEL OR PLYWOOD FOCAL WALL - PANEL DETAIL FOCAL WALL - BASE DETAIL 6" =1' -0" 02DA104LOPUCK M L FIN.FLOOR 3 11 1 1/4" ' " � FRENCH CLEAT 5/8" GYPSUM BOARD 3/4" MDF PANEL OR PLYWOOD METAL TRACK METAL STUDS, TYP PAF .205" DIA. @ 16" O.G. FOR CONCRETE FLOORS 6 ",1' -0" K LINE OF FINISH CEILING 12' -6" A.F.F. MAX. / // ���,� �� / / ,/ /// / . / , ! i / �i , , / /// / /// / 7 SALES AREA e e • 16" O.C., TYP. G „ TYP. DIAGONAL BRACE PER DETAIL M /Al2.1 CONT. 18 GA. TRACK \- TOP OF MTL. � 3 5" 18 GA. BLOCKING MTL. STUDS @ 3/4" FRENCH CLEAT, TYP. T N MARLITE m MONO 25 Q PUCK, TYP. \- TOP OF MTL. BLOCKING TOP OF MTL. BLOCKING \- TOP OF MTL. BLOCKING N • 1/2" PLYWOOD e e F 12 /7///// / // / / • • , DENIM AREA 2 -4 1/4" /// — 6" MTL. STUDS @ 16" O.C., TYP. 3 5/8" 18 GA. MTL. STUDS @ 16" O.C., TYP. TYP. 3/4" FRENCH CLEAT, TYP. MARLITE MONO 25 Q PUCK, TYP. TYP. TYP. L2 12.1 6" STUDS @ 16" O.G. BOX HEADER, S.S.D. T` `I TOP OF MTL. BLOCKING \- TOP OF MTL. BLOCKING TOP OF MTL. BLOCKING // TOP OF MTL. BLOCKING DIAGONAL BRACE PER DETAIL 11/Al2.1 FOCAL WALL - SECTIONS CONT. N THICK X 7" WIDE SHIM (DOUGLAS FIR #2 OR BETTER, SWOP INSTALLED) #12 X WI SCREWS @ 6" Q.C. #12 X 1" SCREWS @ 6 O.C. GLUE CLEATS $ BLOCKING USING LIQUID NAILS ULTRA DUTY POLY ADHESIVE. INSTALL PER MANF. RECOMMENDATIONS r b r -*win Waillella 3 " -1 /2' 3/4' 1 1/4" 3/4" MDF PANEL OR PLYWOOD 5/8" GYPSUM BOARD CONT. I X 4 FRENCH CLEAT (DOUGLAS FIR #2 OR BETTER) GLUE 4 SCREW AS SHOWN (SHIPPED LOOSE 4 FIELD INSTALLED) 3 5/8" 18 GA. METAL STUDS @ 16" O.G., TYP. 6" MTL BACKING PLATE. SCREWED TO MTL STUDS. SEE M /Al2.5 #12 X IY" SCREWS @ 6" O.G. CONT. I X 4 FRENCH CLEAT (DOUGLAS FIR *2 OR BETTER) GLUE 4 SCREW AS SHOWN (51- ZIPPED LOOSE 4 FIELD INSTALLED) FOCAL WALL - SPLIT CLEAT DETAIL 6 " :1' -0" G WOOD 51-1111 LOOSE SPLINE 3/4" MDF PANEL OR PLYWOOD 5/6" GYP. BD. 0/ 3 5/8" METAL STUD @ 16" O.C. SPLIT CLEAT SPACE 1/2" FILLER PANEL MARLITE MONO 25 Q PUCK FOCAL WALL - PUCK DETAIL 3/4 ":1'-O" 02SA104EOPUCK 6 ";1' -0" tqli74 [!1,!!I' : ! ∎..1 E D 4" x X" CONT. METAL PLATE #8(1/4 HD) 1" PI-IILLLIPS BUGLE 1-IEAD SCREWS @ IV 0.C. (COUNTER SINK HEADS) 3/4" PLYWOOD ATTACH WITH (4) 1 7/16" I0 -24 WOOD TO METAL SCREWS - TYP. (INCLUDED WITH ESCUTCHEON) 5/8 GYP. BD. 0/ 3 5/8" METAL STUD @ 16" O.C. 1 7/6" 1.1/8" 1/2" 3/4" #8 (1/4" HD) 1 3/4" PHILLIPS BUGLE HEAD SCREWS @ 18" Q.G. (COUNTER SINK HEAD) 1/2" PLYWOOD COVER BY GC BLOCKING PROVIDED HY OWNER. SHIPPED LOOSE AND INSTALLED BY G.G. Ma MA/ 5 & 7 DENIM PUCK FOCAL - HEADER DETAIL k V EWER FOR CODE COMPL.7 4 ?-'..{- C, i7 APPROVED JUN 1 6 2008 1 City Of T! 1kwIla 1" .3/4 POPLAR BLOCKING GLUE TO RETURN PANEL TYPICAL END RETURN PANEL IN X 1/8" QUIRK 3/4" MDF PANEL OR PLYWOOD FRENCH CLEAT $ FILLER PANEL 5/8" GYP. BD. 0/ 3 5/8" METAL STUD @ 16" O.C. FOCAL WALL - END PANEL DETAIL 6 " a -0 "r 02DA104COPUCK 6 " :1' -0" C WESTERa.(,:1 SHREMSHOCK.; ARCH ITECTS, INC. S" 6130 S. B ROAD H 614-5454: 7 D c La W W C �4W C7 a 2 N } w ° O Q. w = x U 2 CCI W 4 W g ;ii U) El Ln 2 = CC7 2 C7 H 4 ° — Z N a Y Ln Q , OW�m ° Y d p O w W a 8 C 0 p W cc w a tn 0 a 2N . 1. d —.- . , mn 2 2 C 4 C v ~rz 3^ o = a H 1:+ o 1°,i: Ul 6 y W 0 a a x c ° Z C7 i , d~ H V cc O d v J fn H 0 -Fa U] _ EE W W d W U = V) 1L21' L C C d w 2 p 0 d d p d- U 2 CC w 4 A Jc N EwNEO av INDICATES NO REVISION TO THIS SHEET ? ao "'"a12 a s CC °' N mU a a = x W W d � V!o � Z� p Li : p r w W w N U W S ° H . i i w E N w sQ W oN 2 W d G p d � 1a.1 � CpJ �W (Q jC p C] L l7 2 h a°'o`a Z CC O yW 4 - . = z = sas o w = :0, UI W W O W F V ) W m 4 = ~ ~ 2 ° E2 a 0 0 CC a g CD R ES p O O 6 H W p d .�C W W CSC 7 W r3 c wx SZ W.9 o- r 4 C 4 N 0 z LU C) I J M a 2 CO Cn ca o W a) Uzi W and () a LJ� 1111 [L 0 1A r I- REVISIONS: 1 U LUU$ DRAWING NUMBER: PERMIT CENTER N 0 00 LO rn y CO CO 0_ oo 0 00 o - o 0 0 a ° = o 0 DATE 05/27/08 DATE ISSUED: 04/18/2008 DESIGNED BY: M H DRAWN BY: AM CHECKED BY: KMM PUCK FOCAL WALL DETAILS 1 6 1/4' 4 I/4' DRYWALL 12' -0 4 1/2" SCURZE BP-SOJSICENTER.NA PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL TUKWILA, WA 98188 SCOPE: PACKAGE: DESIGN TYPE: HAYWOOD GENERATION: ESD &C PROJECT #: 00005818 A/E PROJECT #: 0000581 PKG 2 0815a 08098 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 EXPRESS STORE PLANNING, INC., D/B/A EXPRESS STORE DESIGN AND CONSTRUCTION ("ESDC"). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. 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 ESDC, 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. EXPRESS STORE PLANNING, INC. d /b /a STORE DESIGN & CONSTRUCTION {•: : 1, 4 • REJJS•U PLR' GERAL STATE CIF , _. 1. 1' -4 3/4" ACCESS PANEL C = rri U) z Z cm r {N A `+ _ 1 W - I M F { S "I 1 { rn �II . \ - 1=1 I 1 ;1 I II 1 III 1 III 1 111 II - 1-J 1 C II II - I II II II I l 0 `__• II II II II Li r r - 1 - 6 I , _. 1. 1' -4 3/4" ACCESS PANEL C = a m • 1 L_ — — L -, TI 3 -5 3/4 111 z z MRCS EINOMW4111 F%P- EGV1NCRI1; 141 > 0 cn w cp m E CO MI 1 ' In< :Ej ary 03 KKK° =1 PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL TUKWILA, WA 98188 SCOPE: PACKAGE: DESIGN TYPE: HAYWOOD GENERATION: ESD &C PROJECT #: 00005818 A/E PROJECT #: 0000581 PKG 2 0815a 08098 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 TIM. REUSE OF THESE DRAWINGS AND SPECIFICATIONS, OR ANY REPRODUCTION THEREOF, ON ANOTHER PROJECT I5 PROHIBITED AND CONTRARY TO LAW UNLESS EXPRESSLY AUTHORIZED IN WRITING BY EXPRESS STORE PLANNING, INC., D /B /A EXPRESS STORE DESIGN AND CONSTRUCTION ( "ESDC "). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. 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 ESDC. 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 AMENDEO DECEMBER 1990; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. THE PROTECTION INCLUDES WITHOUT LIMITATION, I N, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED 115E OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND/OR MONETARY UABIUTY. u Lit -EOM EXPRESS STORE PLANNING, INC. d/b/a STORE DESIGN & CONSTRUCTION k :x {... e ...i: #F #����.;..! %c+t..`.�':iir' > <:v %F #�:r }i�i3�a�:i. k,��.. F. .Ec , 1.11 y p A p 70-00 3: 3'' f iF.. 6323 EI;P,L. f . c 11 : v3 rn ui rrl ▪ bn cm A3 1 -iO O rn ▪ ;0 LOI La N • _ ?.:::1n 0 n D > 0 cp m z r- z 0 m i i 0 v 1111 a 1nt I 0 z 0 (Id m in D m 0 Po) m m m i 11 0 0 m 0 z i a 11 i I 0 0) ni 0 z ■ m c r m 0 1 ul 1' -2 1/2 ID 0 ID 0 rn 0 n 2 -10 3 -3 3/4 dVEIMHSVO cnitIMHSVO dVtIMHSVO dVEIMHSVO dVEIMHSVO dVEIMHSVO 1 0 91/S 9-1L 1 - / I j _ .. 1i L-1 r r LI - I T I I i n U i EQ L_ _ r o W - W N II r o EQ s ♦ N I II IIl III III tea, " II II 1 IIti it I II - to fl II 11 II Li 1 1° _ [ i I I I 1 ri n n rn (n in Z ni T- = ' = o O r u - .., m ao i 11 e 0 Y L — — I(> I L — — J I �)•( =, 1 1 Er) L — 2 -10 r r ry 3 -3 3/4' L I m xi c m m m m m m -� z OF M p z 1 m 11 0 m r — z 0 N 1'1'1 11 CJ i 11 I 0 w z 0 C cn m II OLLPtb II 7:11111C .IIP V t 33 (nu) m CCI fi Cn Co r PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL TUKWILA, WA 98188 ■ SCOPE: PACKAGE: DESIGN TYPE: HAYWOOD GENERATION: ESD &C PROJECT #: 00005818 A/E PROJECT #: 0000581 PKG 2 0815a 08098 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 EXPRESS STORE PLANNING, INC., D /B /A EXPRESS STORE DESIGN AND CONSTRUCTION ( "ESDC'). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. 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 ESDC. COPYRIG 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 AMENDEO DECEMBER L99D; 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. 1 Park EXPRESS STORE PLANNING, INC. d /b /a STORE DESIGN & CONSTRUCTION : :,7 43730 r. L 3 C. REGI GER r 1 f "L7, f STATE OF I, 'ASM.ZiiTC t 6923 dVEIMHSVO dVIIMHSVO :8381111N ONIMVela INDICATES NO REVISION TO THIS SHEET tI) ADJUSTABLE SHELVES THE REF 51-10P DRAWINGS REQUIRED FOR APPRO COMPONENTS PROVIDED 8Y OWNER AND INS CONTRACTOR. f0' -O" BACKWRAP ELEVATION (TYPICAL) SHREMSHOCK,,.: ARCHITECTS, INC. 6130 S. S ROAD WESTERVI y4 � 0 ::..:4 081 %• %•..,t.• 4 \ • \.. i.. • \. .l,: is 614 -545 , 1 ti 0 0 0 - W w _ _ ~ 1 -_ 0 0 3 -1 W = 0 H o 1.61 bJ a� r C 4 o�m g L r 4 p l/7 mm E D ce La 0 en DATE ISSUED: DESIG BY: DRAWN BY: CHECKED BY: z GI O N x C U < C C 0 1.L1 1— .... , V F o e> 7 , x � n a 0 1- 0 0 H W 2 L.' Y [�74 Q tn C' LS Q L. M 0 0 6 0 N 0 N 1- U y [/1 -0 =CD 0 ^ 0 4 0 a m N9 eU1aLa = x = 0 6 V O_.1 Q A 0_ 0 a z M ` z O a 0 49 1 :K W Q = 0 0 0_ S0O LM 0 Y d 0 W = L = ., N 0 .. 2 Z 4 ,:,,L., 0a w a - z LL1 1- °- U y 2 - d ce a 7 Vl_ Q —�? E 0 0 W W a 0 r 0 ,- 2 of fi 0 W a' o o 0_ a = ~, ti '" W -- L A y r Q - U' 0 .] W D 2 4 = Z = 0 a 0 W Y 22 1 W d w V 0 J La W m C. r Q�4 F 8 C V1 REQUIRED BY: REVISIONS: • IN NO REVISION TO THIS SHEET BACKWRAP ASSEMBLY (STRAIGHT) du91 U autuaa 04/18/008 MH AMH KMM DRAWING NUMBER: N W N 1 ^ 4 J Q CO CO 0_ oo 05/27/08 NOT USED 16' -O" BACKWRAP PLAN (TYPICA 4 "x10" CUT -OUT FOR TRASH 16' -5 1/S" 16' -5 1 /6" LINE OF WALL POWER CHORD ACCESS HOLE @ VERTICAL PANEL (1) DUPLEX WI -IITE UTILITY POWER OUTLET MOUNTED @ WALL. (NOT SHOWN) REFER TO UNIT PLAN FOR LOCATION. (1) DUPLE TELEPI -IONE OUTLET I'I/ WI -IITE COVERPLATE (1) DELIVERY BUZZER RECEPTACLE BOX W/ LOUVERED COVERPLATE MOUNTED @ WALL ONLY (1) PER UNIT. REFER TO ELECTRICAL DRAWING FOR ADDITIONAL DETAILS. BACKWRAP SECTION (TYPICAL UNIT) L U }� y 1 I 1_ CT O UT1 "I CU DUT ` < j- 1 1 - -- - - - -i -* r - - - � -�� 1 I ■ i °i i °i I I IV rQ (I) LOCKED DRAWER PER BACKWRAP 1 " :1' -0" 02SA114JOBKWP LINE OF WALL POWER C1 -1ORO ACCESS HOLE POWER CHORD ACCESS DOLE -O" BACKWRAP PLAN (TYPICAL) ADJUSTABLE SI- IELVES 4 "x10" CUT -OU FOR TRASH O2SA114FOBKWP 20' -0 3/4" 20' -0 3/4" JOINT LINE —\ (1) DUPLEX TELEPHONE OUTLET W/ WHITE COVERPLATE. (1) DELIVERY BUZZER IN (I) UNIT ONLY. (STACKED) REFER TO ELECTRICAL DRAWING FOR ADDITIONAL DETAILS. 1/4" MASONITE DIVIDER ELECTRICAL CONDU IT STUB UPS (1) DUPLEX WHITE UTILITY POWER OUTLET MOUNTED @ WALL. REFER TO ELECTRICAL DRAWING FOR ADDITIONAL DETAILS, ADJUSTABLE SHELVES 1 " :1' -0" 02SA114COBKWP AINICE APPROVED ' JUN 1 6 lgOB • City Of Tukwila 3/4 " :1' -0" 02EA113AOBW20 (1) LOCKED DRAWER PER BACKWRAP 1- -1 I 1 ��DII =� _ -_ 1 1_aN� I 1- -1 1 --1 � - CUT DUT "I - MIK� CUT OUT 1— I � 1 1 I I L- I 1 DETAILS ARE FOR NENCE ONLY Y OWNER. FIXTURE SLED BY GENERAL . _ ..... _ ..„ i., ,, , ---- tI) ADJUSTABLE SHELVES THE REF 51-10P DRAWINGS REQUIRED FOR APPRO COMPONENTS PROVIDED 8Y OWNER AND INS CONTRACTOR. f0' -O" BACKWRAP ELEVATION (TYPICAL) SHREMSHOCK,,.: ARCHITECTS, INC. 6130 S. S ROAD WESTERVI y4 � 0 ::..:4 081 %• %•..,t.• 4 \ • \.. i.. • \. .l,: is 614 -545 , 1 ti 0 0 0 - W w _ _ ~ 1 -_ 0 0 3 -1 W = 0 H o 1.61 bJ a� r C 4 o�m g L r 4 p l/7 mm E D ce La 0 en DATE ISSUED: DESIG BY: DRAWN BY: CHECKED BY: z GI O N x C U < C C 0 1.L1 1— .... , V F o e> 7 , x � n a 0 1- 0 0 H W 2 L.' Y [�74 Q tn C' LS Q L. M 0 0 6 0 N 0 N 1- U y [/1 -0 =CD 0 ^ 0 4 0 a m N9 eU1aLa = x = 0 6 V O_.1 Q A 0_ 0 a z M ` z O a 0 49 1 :K W Q = 0 0 0_ S0O LM 0 Y d 0 W = L = ., N 0 .. 2 Z 4 ,:,,L., 0a w a - z LL1 1- °- U y 2 - d ce a 7 Vl_ Q —�? E 0 0 W W a 0 r 0 ,- 2 of fi 0 W a' o o 0_ a = ~, ti '" W -- L A y r Q - U' 0 .] W D 2 4 = Z = 0 a 0 W Y 22 1 W d w V 0 J La W m C. r Q�4 F 8 C V1 REQUIRED BY: REVISIONS: • IN NO REVISION TO THIS SHEET BACKWRAP ASSEMBLY (STRAIGHT) du91 U autuaa 04/18/008 MH AMH KMM DRAWING NUMBER: N W N 1 ^ 4 J Q CO CO 0_ oo 05/27/08 NOT USED 16' -O" BACKWRAP PLAN (TYPICA 4 "x10" CUT -OUT FOR TRASH 16' -5 1/S" 16' -5 1 /6" LINE OF WALL POWER CHORD ACCESS HOLE @ VERTICAL PANEL (1) DUPLEX WI -IITE UTILITY POWER OUTLET MOUNTED @ WALL. (NOT SHOWN) REFER TO UNIT PLAN FOR LOCATION. (1) DUPLE TELEPI -IONE OUTLET I'I/ WI -IITE COVERPLATE (1) DELIVERY BUZZER RECEPTACLE BOX W/ LOUVERED COVERPLATE MOUNTED @ WALL ONLY (1) PER UNIT. REFER TO ELECTRICAL DRAWING FOR ADDITIONAL DETAILS. BACKWRAP SECTION (TYPICAL UNIT) L U }� y 1 I 1_ CT O UT1 "I CU DUT ` < j- 1 1 - -- - - - -i -* r - - - � -�� 1 I ■ i °i i °i I I IV rQ (I) LOCKED DRAWER PER BACKWRAP 1 " :1' -0" 02SA114JOBKWP LINE OF WALL POWER C1 -1ORO ACCESS HOLE POWER CHORD ACCESS DOLE -O" BACKWRAP PLAN (TYPICAL) ADJUSTABLE SI- IELVES 4 "x10" CUT -OU FOR TRASH O2SA114FOBKWP 20' -0 3/4" 20' -0 3/4" JOINT LINE —\ (1) DUPLEX TELEPHONE OUTLET W/ WHITE COVERPLATE. (1) DELIVERY BUZZER IN (I) UNIT ONLY. (STACKED) REFER TO ELECTRICAL DRAWING FOR ADDITIONAL DETAILS. 1/4" MASONITE DIVIDER ELECTRICAL CONDU IT STUB UPS (1) DUPLEX WHITE UTILITY POWER OUTLET MOUNTED @ WALL. REFER TO ELECTRICAL DRAWING FOR ADDITIONAL DETAILS, ADJUSTABLE SHELVES 1 " :1' -0" 02SA114COBKWP AINICE APPROVED ' JUN 1 6 lgOB • City Of Tukwila 3/4 " :1' -0" 02EA113AOBW20 (1) LOCKED DRAWER PER BACKWRAP 1- -1 I 1 ��DII =� _ -_ 1 1_aN� I 1- -1 1 --1 � - CUT DUT "I - MIK� CUT OUT 1— I � 1 1 I I L- I 1 DETAILS ARE FOR NENCE ONLY Y OWNER. FIXTURE SLED BY GENERAL HOLD CABINET DETAIL VARIES 13' -0" BACKWRAP ELEVATION (TYPICAL) SHREMSHOCK 6130 S. WESTERVI 614 -545= Q000 2Z Li LD — ▪ ? �az = 4 w 2 0007 x • N O La W W ' 2 LA W - w = a CO Q - w= C7 a ^ CGN OOI= —= a Q m z W = o - .—oar - 0 -N= cis VJ ° w Q re re re= O a W x= LH U4 re r w 6 n W g 2 N y m y ▪ = U. o3 3w = -.La= ° • =Ow H = LJ W S eo W 2 4 W 2 o1 2 4 Nam = W 2 J 0 la- 3 ° 6 L] 0 W o a = � 2 - X Cl- Li _ La O .- .. U L7 W t C d 2 = O v Q JJ 0 F V] J ° ▪ � a2C? 0 0 a O W W F Q = S N 14.4 y m W f m 4 1- ° s0 ==y ¢ y ta O O Q 6 � w laJ� 0 Q -= h C = 0 W = LW 0 al 1- 4C a en 0 REVISIONS: INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: swamp eA w n 6 onn 04/18/2008 MH AMH KMM BACKWRAP ASSEMBLY (STRAIGHT) DRAWING NUMBER: = 0 = M W as O U 0 0 02 U W S 0 00 N re a 0 H 0 0 ° 0 C m 4 w Q • aY0 a cc + = U e_som N Q t 1 ; y I n r �4 ° [� U N O Q ■ = l- W rn a r V 0 0 o_ C ° - M = O Q = f r W S= 0 0 x v O W U Y = 0 Q W 0 =- ry _ CC Q M 2 N I- w 0 O�yU C C == a 0 Yyo ti D e? z N • _ W O W a m< x 1 ° U en en 0 Os C ~ en = R 7 3q o _= � ' Q Z rr,"en a 2 Lai S )- W c_,0 = C1 Ce Ur Q N N 0 'X LC) 0") CO OO a_ oo NOT USED LINE OF BASE BELOW 1' -o" A.F V B. CABINET FINISI -I FLOOR HOLD CABINET PLAN r ■r-0' EXTERIOR ELEVATION r . r-o- 3/16" BLIND DOOR- SEE DOOR SCHEDULE. 1 l_0" A.F.F. B.O. DOOR/ CAB NET r =r -Ir LINE OF WALL POWER CHORD ACCESS HOLE @ V.1=RTICAL PANEL (1) DUPLEX WHITE UTILITY POWER OUTLET MOUNTED @ WALL. (NOT SHOWN) REFER TO UNIT PLAN FOR LOCATION. (1) DUPLEX TELEPHONE OUTLET W/ WHITE COVERPLATE (1) DELIVERY BUZZER RECEPTACLE BOX W/ LOUVERED COVERPLATE MOUNTED @ WALL ONLY (1) PER UNIT. REFER TO ELECTRICAL DRAWING FOR ADDITIONAL DETAILS. INTERIOR ELEVATION ADJUSTABLE SHELF FIXED HANG HAR ADJUSTABLE HANG BAR HOLD CABINET JAMB DETAIL r.1.471- 14OLD ' ■ 1'-O- I-IOLD CABINET FILL AS REQUIRED IN FIELD (4) 5055 HINGES AS 5C14EDULED BLIND DOOR -SEE DOOR SCHEDULE 1 1/2" 1 3/4" DOOR I.I. 1 -11 I/2" 1. 1.. 02SA114JOBKWP CABINET BLIND DOOR SEE DOOR SCHEDULE A.F.F. CABI NET FINISI -I FLOOR SECTION THROUGH CABINET r • r-o- THESE DETAILS ARE FOR REFERENCE ONLY SHOP DRAWINGS REQUIRED FOR APPROVAL BY OWNER. FIXTURE COMPONENTS PROVIDED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR. LINE OF WALL POWER CHORD ACCESS HOLE POWER CI-ORD ACCESS HOLE ADJUSTABLE SHELVES 11/ 4" DIA. POWER ACCESS HOLE 1 " =1' -O" 02SA114FOBKWP JOINT LINE (1) DELIVERY BUZZER IN (1) UNIT ONLY (1) DUPLEX TELEPHONE OUTLET W/ WHITE COVERPLATE. (1) DELIVERY BUZZER IN (1) UNIT ONLY. (STACKED) REFER TO ELECTRICAL DRAWING FOR ADDITIONAL DETAILS. 1 /4" MASONITE DIVIDER ADJUSTABLE SHELVES 5 -0 3/8" C L ELECTRICAL CONDU IT STUB UPS (1) DUPLEX WHITE UTILITY POWER OUTLET MOUNTED @ WALL. REFER TO ELECTRICAL DRAWING FOR ADDITIONAL DETAILS. 1 " :1' -0" 02SA114COBKWP L:v: t :wED FOR gg y PROD JUN 1 6 2008 02PA114BOBW13 THESE DETAILS ARE FOR REFERENCE ONLY 5140P DRAWINGS REQUIRED FOR APPROVAL BY OWNER. FIXTURE COMPONENTS PROVIDED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR. \ 1 HOLD CABINET DETAIL VARIES 13' -0" BACKWRAP ELEVATION (TYPICAL) SHREMSHOCK 6130 S. WESTERVI 614 -545= Q000 2Z Li LD — ▪ ? �az = 4 w 2 0007 x • N O La W W ' 2 LA W - w = a CO Q - w= C7 a ^ CGN OOI= —= a Q m z W = o - .—oar - 0 -N= cis VJ ° w Q re re re= O a W x= LH U4 re r w 6 n W g 2 N y m y ▪ = U. o3 3w = -.La= ° • =Ow H = LJ W S eo W 2 4 W 2 o1 2 4 Nam = W 2 J 0 la- 3 ° 6 L] 0 W o a = � 2 - X Cl- Li _ La O .- .. U L7 W t C d 2 = O v Q JJ 0 F V] J ° ▪ � a2C? 0 0 a O W W F Q = S N 14.4 y m W f m 4 1- ° s0 ==y ¢ y ta O O Q 6 � w laJ� 0 Q -= h C = 0 W = LW 0 al 1- 4C a en 0 REVISIONS: INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: swamp eA w n 6 onn 04/18/2008 MH AMH KMM BACKWRAP ASSEMBLY (STRAIGHT) DRAWING NUMBER: = 0 = M W as O U 0 0 02 U W S 0 00 N re a 0 H 0 0 ° 0 C m 4 w Q • aY0 a cc + = U e_som N Q t 1 ; y I n r �4 ° [� U N O Q ■ = l- W rn a r V 0 0 o_ C ° - M = O Q = f r W S= 0 0 x v O W U Y = 0 Q W 0 =- ry _ CC Q M 2 N I- w 0 O�yU C C == a 0 Yyo ti D e? z N • _ W O W a m< x 1 ° U en en 0 Os C ~ en = R 7 3q o _= � ' Q Z rr,"en a 2 Lai S )- W c_,0 = C1 Ce Ur Q N N 0 'X LC) 0") CO OO a_ oo NOT USED LINE OF BASE BELOW 1' -o" A.F V B. CABINET FINISI -I FLOOR HOLD CABINET PLAN r ■r-0' EXTERIOR ELEVATION r . r-o- 3/16" BLIND DOOR- SEE DOOR SCHEDULE. 1 l_0" A.F.F. B.O. DOOR/ CAB NET r =r -Ir LINE OF WALL POWER CHORD ACCESS HOLE @ V.1=RTICAL PANEL (1) DUPLEX WHITE UTILITY POWER OUTLET MOUNTED @ WALL. (NOT SHOWN) REFER TO UNIT PLAN FOR LOCATION. (1) DUPLEX TELEPHONE OUTLET W/ WHITE COVERPLATE (1) DELIVERY BUZZER RECEPTACLE BOX W/ LOUVERED COVERPLATE MOUNTED @ WALL ONLY (1) PER UNIT. REFER TO ELECTRICAL DRAWING FOR ADDITIONAL DETAILS. INTERIOR ELEVATION ADJUSTABLE SHELF FIXED HANG HAR ADJUSTABLE HANG BAR HOLD CABINET JAMB DETAIL r.1.471- 14OLD ' ■ 1'-O- I-IOLD CABINET FILL AS REQUIRED IN FIELD (4) 5055 HINGES AS 5C14EDULED BLIND DOOR -SEE DOOR SCHEDULE 1 1/2" 1 3/4" DOOR I.I. 1 -11 I/2" 1. 1.. 02SA114JOBKWP CABINET BLIND DOOR SEE DOOR SCHEDULE A.F.F. CABI NET FINISI -I FLOOR SECTION THROUGH CABINET r • r-o- THESE DETAILS ARE FOR REFERENCE ONLY SHOP DRAWINGS REQUIRED FOR APPROVAL BY OWNER. FIXTURE COMPONENTS PROVIDED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR. LINE OF WALL POWER CHORD ACCESS HOLE POWER CI-ORD ACCESS HOLE ADJUSTABLE SHELVES 11/ 4" DIA. POWER ACCESS HOLE 1 " =1' -O" 02SA114FOBKWP JOINT LINE (1) DELIVERY BUZZER IN (1) UNIT ONLY (1) DUPLEX TELEPHONE OUTLET W/ WHITE COVERPLATE. (1) DELIVERY BUZZER IN (1) UNIT ONLY. (STACKED) REFER TO ELECTRICAL DRAWING FOR ADDITIONAL DETAILS. 1 /4" MASONITE DIVIDER ADJUSTABLE SHELVES 5 -0 3/8" C L ELECTRICAL CONDU IT STUB UPS (1) DUPLEX WHITE UTILITY POWER OUTLET MOUNTED @ WALL. REFER TO ELECTRICAL DRAWING FOR ADDITIONAL DETAILS. 1 " :1' -0" 02SA114COBKWP L:v: t :wED FOR gg y PROD JUN 1 6 2008 02PA114BOBW13 THESE DETAILS ARE FOR REFERENCE ONLY 5140P DRAWINGS REQUIRED FOR APPROVAL BY OWNER. FIXTURE COMPONENTS PROVIDED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR. EN B -B FOR DIAGONAL BRACING GREATER THAN 10' -0" LONG, USE THE FOLLOWING DOUBLE STUD: #I2 SCREWS @ 1'Vac SEE DRAWING Al2.I0 jr/ DC FOR CONNECTION * CONTACT STRUCTURAL ENGINEER FOR LENGTHS LONGER THAN 20' -0" NOTE: "SECOND" STUD 5HALL END AS CLOSE AS POSSIBLE TO END CONNECTION. WALL OR STOREFRONT STUD. ORIENTATION VARIES. SEE OTHER SECTIONS. INSTALL DIAGONAL BRACING AT 4S /c IN OTI -IER SECTIONS EXISTING STRUCTURE 3 5/8 ", 18 GA, DIAG. BRACE AT 48 "c /c UNLESS NOTED IN OTHER SECTIONS MAXIMUM LENGTH OF SINGLE 18 GA DIAGONAL 10' -0 ". UNLESS NOTED IF POSSIBLE (BUT NOT REQUIRED) ALTERNATE DIAGONAL ORIENTATION DIAGONAL BRACING DETAIL O2SAl21MOBRAC 02DAl21LOFLDK STANDARD TRACK 14/(1)-#8 14/(1)-#8 WAFERHEAD SCREW IN EACH FLANGE OF EACH — VERT STUD 16 GA DEEP LEG TRACK WITH 2" FLANGE. (DEPTH TO MATCH VERTICAL STUD DEPTH) ATTACH TO STRUCTURE W/ (2) 0.205" DIA. PAF OR (2) -#12 SCREWS @ 16" O.C. MAX11I 11 MAX SEISMIC DESIGN CATEGORIES A. B, 1r C `-- SEE SCHEDULES FOR FINISI -IES AND STUD SIZES I � DECK ANCHOR - NON FIRE -RATED DEFLECTION TRACK 3 5/5" OR 6" X 16 GA BOTTOM TRACK. SECURE TO FLOOR W/ (I) 0.205" DIA. PAF @ 16" O.C. / T� /�1 // //////, /// /� ��, /� /��/ / �, ;,, ®FLOOR ANCHOR FLOOR / DECK ANCHOR DETAILS SEISMIC ZONE; ALL ZONES VERTICAL SLOTTED SLIP -TRACK "SLP -TRK" HY DIETRICH SYSTEMS, INC, (DEPTH TO MATCH VERTICAL STUD DEPTH) ATTACH TO STRUCTURE W/ (2) 0.205" DIA. PAF OR (2) - #12 SCREWS @ 16" O.C. (I) -#8 WAFERHEAD SCREW IN EACH FLANGE OF EACH VERT STUD. INSTALL PER MANUF RECOMMENDATIONS SEISMIC DESIGN CATEGORIES D. E. 4 F $ THE STUD SIZE PARAMETERS LISTED ABOVE ARE FOR FREESTANDING AND DEMISING WALL CONDITIONS. ** SHEATHING SHALL GO ABOVE FINISHED CEILING HEIGHT (12' -0 ") ON EACH SIDE OF THE FRAMING. FOR DEMISING WALLS WITH COLUMNS, SHEATHING 15 NOT NEEDED ON THE DEMISING WALL SIDE OF THE DENIM WALL. ASSUMPTIONS: DEFLECTION: L/240 STUDS SECURED TO STRUCTURE STUDS SPACED AT 16" OC STUD BRACING (3 5/8 ") WILL BE BACK TO BACK WHEN GREATER THAN 10' -0" STUD SIZE MATRIX MINERAL WOOL BY ROXUL OR APPRVD. EQUIVALENT @ FIRE -RATED WALLS ONLY SPRAY APPLIED FIRE - RESISTANT SEALANT @ FIRE RATED WALLS ONLY #8 WATERHEAD SCREW etht KO? AS SYSTEM NO. 14k4 -D-0044 (BASED ON U465) (@ FIRE -RATED WALLS ONLY) SLIPTRACK SYSTEM DRYWALL SCREWS DETAIL AT FIRE RATED DEFLECTION PLATE NOTE: INSTALL 5/8" GEM -STEEL DECK BY J5 ARCH. PRODUCTS IN LIEU OF PLYWOOD FOR NON- COMBUSTABLE LOCATIONS NOTE: INSTALL PLAQUE STATING LOAD CAPACITY INSTALL ACCESS PANELS AS REQ' SEE STRUCTURAL DRAWINGS FOR WALL AND PLATFORM LOCATIONS 02DAl21JODEFL 02SAl21HOPLAT 13' -0" A.F.F. MAX. B.O. BRACING SEISMIC DESIGN CATEGORIES A. B, $ C - 3 5/8 ", 16 GA MTL STUDS @ 16" O.C. SEISMIC PESIGN CATEGORIES D, E, 4 F - 6 ", 16 GA MTL STUDS @ 16" D.C. B.O. (E) STRUCTURE IF POSSIBLE (BUT NOT REQUIRED) ALTERNATE DIAGONAL ORIENTATION MOUNT IO' -0" WALL STANDARDS ONTO HORIZONTAL FURRING W/ #8 TEK SCREWS @ 24" O.C. 1"X6" WOOD FURRING STRIPS FASTEN TO STUDS W/ 2 - #8 TEK SCREWS SEE A/A14.2 FOR LOCATIONS NO BASE (E) FLOOR SLAB (4) - #12 SCREWS (TYP) 3 5/8" DIAG BRACE PER DETAIL M /Al2.1 3 5/8" DP CONT. TRACK W/ (1) #12 SCREW IN EA. FLANGE OF EA. STUD SEISMIC DESIGN CATEGORIES A, B, * C - SPACING OF DIAG BRACE = 48" O.C. SEISMIC DESIGN CATEGORIES D, E, $ F - SPACING OF DIAG BRACE = 32" O.C. INSTALL MTL BRIDGING @ 4' -O" O.C. PER MANUF RECOMMENDATIONS NON -RATED PARTITION (NON - SALES) NON -RATED PARTITION FURRING WALL (TYP.) 02SAl21FONONS VARIES REFER TO ELEV. B.O. (E) DECK B.O. SPRINKLER 1 --IEAD PAINT LINE MARKING HIGHEST POINT STOCK CAN BE STACKED VARIES 5/8" GYP. BD. 0/ 3 5 /S" MTL STUD. EXTEND TO UNDERSIDE OF STRUCTURE ABOVE SAND ALL EDGES SMOOTH 1 x 4 WOOD TRIM - RUN CONTINUOUS ALONG TOP EDGE OF WALL BI -O" A.F.F B.O. CEILING S.S.D. FOR FRAMING - ALIGN STUDS DIRECTLY UNDER JOIST (TYP.) VIDE 2 LAYERS TYPE P. BD, R TO ELEV CTURE /DECK EXTENDS UCTURE VARIES R 8.0. (E) 3 5/8" METAL ST TO UNDERSIDE OF ABOVE FINISHED CEILING (WHERE occuR5) c1' -0" AFF B.O. (N) CEILING PROVIDE CI-1 STUDS AS REQ'D. 5/8" TYPE 'X' GYP. BD. OVER 3 5/8" MTL. JOISTS @ 16" O.G. ATTACH TO EVERY WALL STUD (NER #258) EXISTING RATED DEMISING WALL 3 5/8" MTL. STUDS @ 16" O.C. WITH (1) LATER 5/8" TYPE 'X' GYP. BD. TYP. EACH SIDE - RUN FROM SLAB UP TO AND ACROSS TOP AND BOTTOM OF JOIST OF U.L. DESIGN 0465. SECURE BOTTOM TRACK TO. z /><< FOR POWDER DRIVEN FASTENERS (SILL ANCHORAGE) USE: ERICO TOOL FASTENERS - ICBO #ER 4546; HILTI INC. - IC50 #ER 1290; #ITW RAMSET/ I4EAD - IC30 #ER 1147 OR EQUAL ECTION THRU CORRIDOR PARTITIONS B.O. (E) STRUCTURE 5,0, BRACING VARIES REFER TO ELEV FINISHED CEILING (WHERE OCCURS.) VARIES REFER TO ELEV T.O. GARCY STANDARD 1/2" GYP. BD. 0/ GARCY STUD (E) FLOOR SLAB SALES 3 5/6" GARCY W/ 3/4" RECESSED STANDARD ASSEMBLY (SEE PLAN DETAILS FOR LAYOUT) 6" METAL STUDS @ 16" O.C. EXTEND TO UNDERSIDE OF STRUCTURE ABOVE. INSTALL METAL BRIDGING @ 4' -0" O.C. AS REQUIRED GYP. BD. WHERE OCCURS BASE 4 FLOOR FINISHES. (SEE FINISH PLAN * SCHEDULE) NON -SALES 3 5/6" DIAG BRACE PER DETAIL M /Al2.1 AT NON - SALES, GYP. D. TO BE AT 12'_O" UNLESS THERE IS A CEILING NOTE: INSTALL GYP. BD. ON ONE SIDE ONLY AT BACK TO TO BACK CONDITIONS OR AT PERIMETER CONDITIONS 1 1/2 " =1' -O" 02SAl21E1GRC6 VARIES REFER TO ELEV B.O. (E) STRUCTURE (E) WALL PARTITION 5 /8" GYP. BD. 7/8" METAL FURRING CHANNELS @ 24" D.C. (RUN HORIZONTALLY) SEE SHEET A00.3 (E) WALL PARTITION BASE AND FLOOR FINISHES. (SEE FINISH PLAN AND SCHEDULE) (E) FLOOR SLAB VARIES REFER TO ELEV S.O. (E) STRUCTURE / DECK CONTINUOUS FIRE RETARDANT SEALANT @ TOP AND BOTTOM OF PARTITION, BOTI -I SIDES. 3 5/8" SLIP TRACK 3 5/8" METAL STUDS @ 16" O.C. EXTEND TO UNDERSIDE OF STRUCTURE ABOVE. INSTALL METAL BRIDGING @ 4' -0" O.G. PER MANUF RECOMMENDATIONS BASE AND FLOOR FINISHES. (SEE FINISH PLAN AND SCHEDULE. ) (E) FLOOR SLAB 1-HR. RATED PARTITION - uL # NON -RATED PARTITION NON -RATED PARTITION 02SAl21COPTR1 VARIES REFER TO ELEV B.O. (E) STRUCTURE IF POSSIBLE (HUT NOT REQUIRED) ALTERNATE DIAGONAL ORIENTATION 5/8" GYP. BD. BOTH SIDES AS REQUIRED 3 5/8" METAL STUDS @ 16" O.C. INSTALL METAL BRIDGING @ 4' -0" O.C. PER MANUF RECOMMENDATIONS BASE AND FLOOR FINISHES. (SEE FINISH PLAN AND SCHEDULE) (E) FLOOR SLAB (4)-412 SCREWS (Tr?) 5/8" DIAG BRACE PER DETAIL M /Al2.1 3 5/8" DP CONT. TRACK W/ (1) #12 SCREW IN EA. FLANGE OF EA. STUD 5/8" GYP. BD. BOTH SIDES 3 5/8" METAL STUDS @ 16" Q.C. XT EXTEND TO UNDERSIDE OF STRUCTURE ABOVE. INSTALL METAL BRIDGING @ 4' -0" O.G., PER MANUF RECOMMENDATIONS BASE AND FLOOR FINISHES. (SEE FINISH PLAN AND SCHEDULE) (E) FLOOR SLAB 02SAl21BOPTNR INSTALL W. BD. ON ONE SIDE ONLY AT BACK TO BACK CONDITIONS OR AT PERIMETER CONDITIONS. DOUBLE STUD LENGT-I a /8", 16 GA STUDS 10' -l" TO 15' -O" (2) -3 5/8 ", 1G GA STUDS 15' -I" TO 20' -0" V MAX SIZE GA SHEATHING BRACING BRACING BRIDGING HEIGHT (Y /N)' HEIGHT SPAN FT (O.C.) (O.C.) 17 3 5/6" 20 YES 13' -0" 4' -0" @ 4' -0" 26 6" 20 YES 13' -D" 4'_O" @ 4'_O" 19 3 5/8" 18 YES 13' -O" 4' -D" @ 4' -0" 28 6" 18 YES 13' -O" 4' -0" @ 4' -0" 20 3 5/8" 16 YES 13'_0" 4' -O" @ 4' -0" 30 6" 16 YES 13' -O" 4' -O" @ 4' -0" 22 3 5/8" 14 YES 13' -O" 4' -O" @ 4'_O" 33 6" 14 YES 13'_O" 4' -0" @ 4'_0" SHREMSHOCK 6130 S. WESTER 614 -545 z W p „n p0L, yj a on v l W °Qs .L. w ,n44° U�(SH . U O U rm m -L`aga flu Sop O ti Z Z U Z L.,-t'5)2 cni-m az3°{ 0 d F 4 x j S d O c_ cl U ,,—,. r..<. O y d j p } W . w d � l::w 0_,.ix 0 0 ° [.i U w~ C U › miEW 3^ -a"' 1 r� 0 — cn d 0 W � I- p OWxxwo . Lt IEg `� aenr a, =,.,az as 4 ap (npc =° m mow ¢ 0 O p 6 r w ,„m 00 �SX v) x=Uw w > - =a s = s w UCLO r W U, INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: REVISIONS: dUri (JD al PARTITION DETAILS DRAWING NUMBER: DA@ mill 0 . 11 T m o Z m a. z ' 0 . • W 1-W 4, S 0 0 0 U y 0 I : C - 0 0 W a� w S 0 0 O - W 6 W (/ � n -C O � ,. O ( jo �ON 0 F Sa c� V n o Q W o 0 - 0 W Z x 0 acv° -s �g act s 0 � _En - w V O O W U 0 0- w as z CV��x ao3y Q fn W W CJ H p � = ? p O V Y r J m Y W= W C zc; 0(/, MOS - x s�w xvi ( n a eJ HY W Y V, U O J ^m U m Ur a ° ' _ W V1 PERMIT CENTER 05/27/0 04/18/2008 MH AMH KMM • EN B -B FOR DIAGONAL BRACING GREATER THAN 10' -0" LONG, USE THE FOLLOWING DOUBLE STUD: #I2 SCREWS @ 1'Vac SEE DRAWING Al2.I0 jr/ DC FOR CONNECTION * CONTACT STRUCTURAL ENGINEER FOR LENGTHS LONGER THAN 20' -0" NOTE: "SECOND" STUD 5HALL END AS CLOSE AS POSSIBLE TO END CONNECTION. WALL OR STOREFRONT STUD. ORIENTATION VARIES. SEE OTHER SECTIONS. INSTALL DIAGONAL BRACING AT 4S /c IN OTI -IER SECTIONS EXISTING STRUCTURE 3 5/8 ", 18 GA, DIAG. BRACE AT 48 "c /c UNLESS NOTED IN OTHER SECTIONS MAXIMUM LENGTH OF SINGLE 18 GA DIAGONAL 10' -0 ". UNLESS NOTED IF POSSIBLE (BUT NOT REQUIRED) ALTERNATE DIAGONAL ORIENTATION DIAGONAL BRACING DETAIL O2SAl21MOBRAC 02DAl21LOFLDK STANDARD TRACK 14/(1)-#8 14/(1)-#8 WAFERHEAD SCREW IN EACH FLANGE OF EACH — VERT STUD 16 GA DEEP LEG TRACK WITH 2" FLANGE. (DEPTH TO MATCH VERTICAL STUD DEPTH) ATTACH TO STRUCTURE W/ (2) 0.205" DIA. PAF OR (2) -#12 SCREWS @ 16" O.C. MAX11I 11 MAX SEISMIC DESIGN CATEGORIES A. B, 1r C `-- SEE SCHEDULES FOR FINISI -IES AND STUD SIZES I � DECK ANCHOR - NON FIRE -RATED DEFLECTION TRACK 3 5/5" OR 6" X 16 GA BOTTOM TRACK. SECURE TO FLOOR W/ (I) 0.205" DIA. PAF @ 16" O.C. / T� /�1 // //////, /// /� ��, /� /��/ / �, ;,, ®FLOOR ANCHOR FLOOR / DECK ANCHOR DETAILS SEISMIC ZONE; ALL ZONES VERTICAL SLOTTED SLIP -TRACK "SLP -TRK" HY DIETRICH SYSTEMS, INC, (DEPTH TO MATCH VERTICAL STUD DEPTH) ATTACH TO STRUCTURE W/ (2) 0.205" DIA. PAF OR (2) - #12 SCREWS @ 16" O.C. (I) -#8 WAFERHEAD SCREW IN EACH FLANGE OF EACH VERT STUD. INSTALL PER MANUF RECOMMENDATIONS SEISMIC DESIGN CATEGORIES D. E. 4 F $ THE STUD SIZE PARAMETERS LISTED ABOVE ARE FOR FREESTANDING AND DEMISING WALL CONDITIONS. ** SHEATHING SHALL GO ABOVE FINISHED CEILING HEIGHT (12' -0 ") ON EACH SIDE OF THE FRAMING. FOR DEMISING WALLS WITH COLUMNS, SHEATHING 15 NOT NEEDED ON THE DEMISING WALL SIDE OF THE DENIM WALL. ASSUMPTIONS: DEFLECTION: L/240 STUDS SECURED TO STRUCTURE STUDS SPACED AT 16" OC STUD BRACING (3 5/8 ") WILL BE BACK TO BACK WHEN GREATER THAN 10' -0" STUD SIZE MATRIX MINERAL WOOL BY ROXUL OR APPRVD. EQUIVALENT @ FIRE -RATED WALLS ONLY SPRAY APPLIED FIRE - RESISTANT SEALANT @ FIRE RATED WALLS ONLY #8 WATERHEAD SCREW etht KO? AS SYSTEM NO. 14k4 -D-0044 (BASED ON U465) (@ FIRE -RATED WALLS ONLY) SLIPTRACK SYSTEM DRYWALL SCREWS DETAIL AT FIRE RATED DEFLECTION PLATE NOTE: INSTALL 5/8" GEM -STEEL DECK BY J5 ARCH. PRODUCTS IN LIEU OF PLYWOOD FOR NON- COMBUSTABLE LOCATIONS NOTE: INSTALL PLAQUE STATING LOAD CAPACITY INSTALL ACCESS PANELS AS REQ' SEE STRUCTURAL DRAWINGS FOR WALL AND PLATFORM LOCATIONS 02DAl21JODEFL 02SAl21HOPLAT 13' -0" A.F.F. MAX. B.O. BRACING SEISMIC DESIGN CATEGORIES A. B, $ C - 3 5/8 ", 16 GA MTL STUDS @ 16" O.C. SEISMIC PESIGN CATEGORIES D, E, 4 F - 6 ", 16 GA MTL STUDS @ 16" D.C. B.O. (E) STRUCTURE IF POSSIBLE (BUT NOT REQUIRED) ALTERNATE DIAGONAL ORIENTATION MOUNT IO' -0" WALL STANDARDS ONTO HORIZONTAL FURRING W/ #8 TEK SCREWS @ 24" O.C. 1"X6" WOOD FURRING STRIPS FASTEN TO STUDS W/ 2 - #8 TEK SCREWS SEE A/A14.2 FOR LOCATIONS NO BASE (E) FLOOR SLAB (4) - #12 SCREWS (TYP) 3 5/8" DIAG BRACE PER DETAIL M /Al2.1 3 5/8" DP CONT. TRACK W/ (1) #12 SCREW IN EA. FLANGE OF EA. STUD SEISMIC DESIGN CATEGORIES A, B, * C - SPACING OF DIAG BRACE = 48" O.C. SEISMIC DESIGN CATEGORIES D, E, $ F - SPACING OF DIAG BRACE = 32" O.C. INSTALL MTL BRIDGING @ 4' -O" O.C. PER MANUF RECOMMENDATIONS NON -RATED PARTITION (NON - SALES) NON -RATED PARTITION FURRING WALL (TYP.) 02SAl21FONONS VARIES REFER TO ELEV. B.O. (E) DECK B.O. SPRINKLER 1 --IEAD PAINT LINE MARKING HIGHEST POINT STOCK CAN BE STACKED VARIES 5/8" GYP. BD. 0/ 3 5 /S" MTL STUD. EXTEND TO UNDERSIDE OF STRUCTURE ABOVE SAND ALL EDGES SMOOTH 1 x 4 WOOD TRIM - RUN CONTINUOUS ALONG TOP EDGE OF WALL BI -O" A.F.F B.O. CEILING S.S.D. FOR FRAMING - ALIGN STUDS DIRECTLY UNDER JOIST (TYP.) VIDE 2 LAYERS TYPE P. BD, R TO ELEV CTURE /DECK EXTENDS UCTURE VARIES R 8.0. (E) 3 5/8" METAL ST TO UNDERSIDE OF ABOVE FINISHED CEILING (WHERE occuR5) c1' -0" AFF B.O. (N) CEILING PROVIDE CI-1 STUDS AS REQ'D. 5/8" TYPE 'X' GYP. BD. OVER 3 5/8" MTL. JOISTS @ 16" O.G. ATTACH TO EVERY WALL STUD (NER #258) EXISTING RATED DEMISING WALL 3 5/8" MTL. STUDS @ 16" O.C. WITH (1) LATER 5/8" TYPE 'X' GYP. BD. TYP. EACH SIDE - RUN FROM SLAB UP TO AND ACROSS TOP AND BOTTOM OF JOIST OF U.L. DESIGN 0465. SECURE BOTTOM TRACK TO. z /><< FOR POWDER DRIVEN FASTENERS (SILL ANCHORAGE) USE: ERICO TOOL FASTENERS - ICBO #ER 4546; HILTI INC. - IC50 #ER 1290; #ITW RAMSET/ I4EAD - IC30 #ER 1147 OR EQUAL ECTION THRU CORRIDOR PARTITIONS B.O. (E) STRUCTURE 5,0, BRACING VARIES REFER TO ELEV FINISHED CEILING (WHERE OCCURS.) VARIES REFER TO ELEV T.O. GARCY STANDARD 1/2" GYP. BD. 0/ GARCY STUD (E) FLOOR SLAB SALES 3 5/6" GARCY W/ 3/4" RECESSED STANDARD ASSEMBLY (SEE PLAN DETAILS FOR LAYOUT) 6" METAL STUDS @ 16" O.C. EXTEND TO UNDERSIDE OF STRUCTURE ABOVE. INSTALL METAL BRIDGING @ 4' -0" O.C. AS REQUIRED GYP. BD. WHERE OCCURS BASE 4 FLOOR FINISHES. (SEE FINISH PLAN * SCHEDULE) NON -SALES 3 5/6" DIAG BRACE PER DETAIL M /Al2.1 AT NON - SALES, GYP. D. TO BE AT 12'_O" UNLESS THERE IS A CEILING NOTE: INSTALL GYP. BD. ON ONE SIDE ONLY AT BACK TO TO BACK CONDITIONS OR AT PERIMETER CONDITIONS 1 1/2 " =1' -O" 02SAl21E1GRC6 VARIES REFER TO ELEV B.O. (E) STRUCTURE (E) WALL PARTITION 5 /8" GYP. BD. 7/8" METAL FURRING CHANNELS @ 24" D.C. (RUN HORIZONTALLY) SEE SHEET A00.3 (E) WALL PARTITION BASE AND FLOOR FINISHES. (SEE FINISH PLAN AND SCHEDULE) (E) FLOOR SLAB VARIES REFER TO ELEV S.O. (E) STRUCTURE / DECK CONTINUOUS FIRE RETARDANT SEALANT @ TOP AND BOTTOM OF PARTITION, BOTI -I SIDES. 3 5/8" SLIP TRACK 3 5/8" METAL STUDS @ 16" O.C. EXTEND TO UNDERSIDE OF STRUCTURE ABOVE. INSTALL METAL BRIDGING @ 4' -0" O.G. PER MANUF RECOMMENDATIONS BASE AND FLOOR FINISHES. (SEE FINISH PLAN AND SCHEDULE. ) (E) FLOOR SLAB 1-HR. RATED PARTITION - uL # NON -RATED PARTITION NON -RATED PARTITION 02SAl21COPTR1 VARIES REFER TO ELEV B.O. (E) STRUCTURE IF POSSIBLE (HUT NOT REQUIRED) ALTERNATE DIAGONAL ORIENTATION 5/8" GYP. BD. BOTH SIDES AS REQUIRED 3 5/8" METAL STUDS @ 16" O.C. INSTALL METAL BRIDGING @ 4' -0" O.C. PER MANUF RECOMMENDATIONS BASE AND FLOOR FINISHES. (SEE FINISH PLAN AND SCHEDULE) (E) FLOOR SLAB (4)-412 SCREWS (Tr?) 5/8" DIAG BRACE PER DETAIL M /Al2.1 3 5/8" DP CONT. TRACK W/ (1) #12 SCREW IN EA. FLANGE OF EA. STUD 5/8" GYP. BD. BOTH SIDES 3 5/8" METAL STUDS @ 16" Q.C. XT EXTEND TO UNDERSIDE OF STRUCTURE ABOVE. INSTALL METAL BRIDGING @ 4' -0" O.G., PER MANUF RECOMMENDATIONS BASE AND FLOOR FINISHES. (SEE FINISH PLAN AND SCHEDULE) (E) FLOOR SLAB 02SAl21BOPTNR INSTALL W. BD. ON ONE SIDE ONLY AT BACK TO BACK CONDITIONS OR AT PERIMETER CONDITIONS. DOUBLE STUD LENGT-I a /8", 16 GA STUDS 10' -l" TO 15' -O" (2) -3 5/8 ", 1G GA STUDS 15' -I" TO 20' -0" V MAX SIZE GA SHEATHING BRACING BRACING BRIDGING HEIGHT (Y /N)' HEIGHT SPAN FT (O.C.) (O.C.) 17 3 5/6" 20 YES 13' -0" 4' -0" @ 4' -0" 26 6" 20 YES 13' -D" 4'_O" @ 4'_O" 19 3 5/8" 18 YES 13' -O" 4' -D" @ 4' -0" 28 6" 18 YES 13' -O" 4' -0" @ 4' -0" 20 3 5/8" 16 YES 13'_0" 4' -O" @ 4' -0" 30 6" 16 YES 13' -O" 4' -O" @ 4' -0" 22 3 5/8" 14 YES 13' -O" 4' -O" @ 4'_O" 33 6" 14 YES 13'_O" 4' -0" @ 4'_0" SHREMSHOCK 6130 S. WESTER 614 -545 z W p „n p0L, yj a on v l W °Qs .L. w ,n44° U�(SH . U O U rm m -L`aga flu Sop O ti Z Z U Z L.,-t'5)2 cni-m az3°{ 0 d F 4 x j S d O c_ cl U ,,—,. r..<. O y d j p } W . w d � l::w 0_,.ix 0 0 ° [.i U w~ C U › miEW 3^ -a"' 1 r� 0 — cn d 0 W � I- p OWxxwo . Lt IEg `� aenr a, =,.,az as 4 ap (npc =° m mow ¢ 0 O p 6 r w ,„m 00 �SX v) x=Uw w > - =a s = s w UCLO r W U, INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: REVISIONS: dUri (JD al PARTITION DETAILS DRAWING NUMBER: DA@ mill 0 . 11 T m o Z m a. z ' 0 . • W 1-W 4, S 0 0 0 U y 0 I : C - 0 0 W a� w S 0 0 O - W 6 W (/ � n -C O � ,. O ( jo �ON 0 F Sa c� V n o Q W o 0 - 0 W Z x 0 acv° -s �g act s 0 � _En - w V O O W U 0 0- w as z CV��x ao3y Q fn W W CJ H p � = ? p O V Y r J m Y W= W C zc; 0(/, MOS - x s�w xvi ( n a eJ HY W Y V, U O J ^m U m Ur a ° ' _ W V1 PERMIT CENTER 05/27/0 04/18/2008 MH AMH KMM NOT USED (E) CONCRETE SLAB (E) EXPANSION V.I.F. CONTI BEV A REFER TO SPECIFICA DIVISION q FOR FLOOR INSTALLATION VARIES N5 INI5H INUM COVER PLATE WI XPANSION JOINT DETAIL (E) CONCRETE SLAB (E) EXPANSIO V.I.F. REFER TO SPECIFICA DIVISION 9 FOR FLOOR INSTALLATION VARIES SEALANT ON HACKER ROD XPANSION JOINT DETAIL VARIES NOT USED FULL Mil Ili f'ka 411 ; _�►IL M L METAL TRANSITION STRIP RATED THRESHOLD AS R SCHEDULE), MUST BE I FC -1 INSTALLATION. SEALEP CONCRETE NOTE: A FINISH DIVI REFER TO SPECIFICA DIVISION 9 FOR FLOOR INSTALLATION N TOP OF FLOOR WITS -I TOP OF ZINC STRIP. BUTT BOTH FLOOR FINISHES TIGHT TO TRANSITION STRIP, NO GROUT JOINT (N) SELF - LEVELING CONCRETE OVIDED IRED BY DOOR TALLED PRIOR TO EALED CONC. TO CONC. TOPPING 02DAl22JOTRAN SEA ED CONC 'E METAL TRANSITION STRIP (PROVI RATED THRESHOLD AS REQUIRE SCHEDULE) NOTE: ALIGN T FINISHES WIT DIVIDER S REFER TO SPECIFICA DIVISION 9 FOR FLOOR INSTALLATION `FACED CONCRETE TO WOOD OF FLOOR TOP OF ZINC IP. 14 FLOOR FINISHES TIGHT RANSITION STRIP, NO GROUT INT WOOD FLOORING (W/ ADP ESIVE) ADJUST THINSET SETTING BED AS QUIRED TO MAINTAIN NATERPRROFING MEMBRANE WHEN REQUIRED. SHEET VINYL /V.C.T OR CERAMIC TILE REFER TO SPECIFICAT DIVISION 9 FOR FLOOR INSTALLATION FLASH PATCH AS REQUIRED TO MAINTAIN FLUSH TRANSITION TACKLESS STRIP BOUND EDGE (FROM M G.G. TO FEATI -IER OUT ELE C1 -IANGE OVER A 18" SPAN REFER TO SPECIFICA DIVISION 9 FOR FLOOR INSTALLATION SEALED CONCRETE VINYL REDUCER STRIP 02DAl22COTRAN NOTE: AL FINISH DIVI UTT BOTH FLOOR FINISHES TIGHT TO ZINC DIVIDER STRIP, NO GROUT JOINT (N) SELF - LEVELING CONCRETE TYPE MONOLITHIC , MUST BE TO FC -1 ZINC ANGL DIVIDING S INSTALLED PR NTRY MAT TO CONC. TOPPING REFER TO SPECIFICATIONS DIVISION q FOR FLOOR FINISH INSTALLATION FC -q (E) CONCRETE SLAB WOOD FLOORING APPLIED TO CONCRETE W/ MASTIC ALIGN TOP OF 301 FLOORING MATERIALS WITH TOP OF ZINC DIVIDER STRIP WOOD FLOORING i-z7/////// CERAMIC TILE OR PAVER FLOORING NOTE: ALIGN TOP OF FLOOR FINISHES WITH TOP OF ZINC DIVIDER STRIP. BUTT BOTH FLOOR FINISHES TIGHT TO ZINC DIVIDER STRIP, NO GROUT JOINT THIN SET BED (1 /8" MAX.) ZINC ANGLE BUTT BOTH FLOOR FINISHES TIGHT TO ZINC STRIP - NO GROUT JOINT CERAMIC TILE TO WOOD FULL 02DAl22HOTRAN FULL H REFER TO SPECIFICATIONS DIVISION 9 FOR FLOOR FINISH INSTALLATION FC -q REFER TO MANUFACTURERS RECOMMENDED IN5TALLATION WOOD FLOORING 4 //7////////// 4 n oQ NOTE: ALIGN TOP OF FLOOR FINISHES WITH TOP OF ZINC DIVIDER STRIP. BUTT BOTH FLOOR FINISHES TIGHT TO ZINC DIVIDER STRIP, NO GROUT JOINT (N) SELF - LEVELING CONCRETE d O a 4 v n 4 ZINC ANGLE TYPE MONOLITHIC DIVIDING STRIP, MUST BE INSTALLED PRIOR TO FC -1 INSTALLATION FC -13 WOOD TO CONCRETE TOPPING REFER TO SPECIFICATIONS DIVISION q FOR FLOOR FINISH INSTALLATION MALL FLOORING v /// a (N) SELF - LEVELING CONCRETE 4 4, v NOTE: ALIGN TOP OF FLOOR FINISI -IE5 WITH TOP OF ZINC DIVIDER STRIP. BUTT BOTH FLOOR FINISHES TIGHT TO ZINC DIVIDER STRIP, NO GROUT JOINT O d e 4 ZINC ANGLE TYPE MONOLITHIC DIVIDING STRIP, MUST BE INSTALLED PRIOR TO FC -1 INSTALLATION FC -13 MALL FLOOR TO CONCRETE TOPPING FULL 02DAl22FOTRAN FULL E 02DAl22EOTRAN D REFER TO SPECIFICATIONS DIVISION q FOR FLOOR FIN! SI-I INSTALLATION PC -5 FC -2 FLASH PATCH AS REQUIRED TO MAINTAIN FLUSH TRANSITION SWEET VINYL/V.C.T OR CONCRETE G.G. TO FEATHER OUT ELEVATION CHANGE OVER A 18" SPAN NOTE: ALIGN TOP OF FLOOR FINISHES WITH TOP OF ZINC DIVIDER STRIP. BUTT BOTH FLOOR FINISHES TIGHT TO ZINC DIVIDER STRIP, NO GROUT JOINT WOOD FLOORING (W/ ADI- IESIVE) ADJUS F rtiViEVVED T TING BEDCAS REQUIRED TO MA TrAIt FLU NSET SI -I TRANS I t; 6 L : I ZINC ANGLE TY1' iqldThalt: IC DIVIDING. STRIP a Of TI LIIVISTON FC--q V.C.T. TO WOOD FULL 02DAl22BOTRAN B SHREMSHOCK .,ARCHITECTS, INC. 6130 S. S. 6130 ROAD W ESTE RV 1 614 -545 C7 W W aWa a ° !8 6° a t ` 0 aoo°ti O w Q m d C � a�iFu_ a Li- 0_ L.i W Lo VL cc ° =pcx _ W N v1 W qq _ Q� W F C7 z S7 �w r z d es ° z a° a �.i 'J1 w W �= an W °n w � W 23 N7 0 ° O a ° =zs ca $ w O 4 ° 6 oSdo ��w 4g � nela Wi ° ° a c a ! 3 ° 4 x a ° s 0 w 2 s z w= d 0. r V 4 FC 1 6 a a Q VI ° ��� CQUINEo BY: T W 2 Vf 1/1 m ° W = H = uJ © 00 Z 0 a co ® m co p p� w m Z El 1— qs0 r - gi 1 N � H REVISIONS: • INDICATES NO REVISION TO THIS SHEET 1 it N 4 u £UljO DRAWING NUMBER: FLOOR TRANSITION DETAILS PE1IMIT Ci r TEH N 0 CO 07 COCA a_ oo DATE 05/27/08 DATE ISSUED: 04/18/2008 DESIGNED BY: M DRAWN BY: AMH CHECKED BY: KMM AUTOMATIC DOOR CLOSURE MTL. 'L' ANGLE FASTEN PRIMARY CARRY CHANNEL TO CROSS CARRY CHANNEL, CONT. AROUND OPENING. FASTEN W/ SHEET MTL. SCREWS VARIES REFER TO RCP B.O. (N) CEILING SELF TAPPING SCREWS CONCEALED PIN HINGE SCREWDRIVER OPERATED CAM LATCH, MOUNTED FLUSH ANGLE 1 ITL. CORNER BEAD CONT. AROUND OPENING. FILL, TAPE AND SAND SMOOTH PAINTED, TO MATCH CEILING FINISH MINIMUM OF 3 TIGHT TURNS — 3/16" DIA TOGGLER BOLT ANCHOR SYSTEM BY HILT! 12" O.G. MAX 3/16" DIA TOGGLER BOLT ANCHOR SYSTEM BY HILT! @ 12" D.G. MAX THRU CEILING AND STL STUD 7/8" METAL FURRING CHANNEL @ 16" C/c -7 MARKETING RAIL SEE A03.I FOR LENGTH ADJUSTABLE SUSPENSION ROD /CABLE, TYP. PROVIDE STANDARD ATTACHMENT TO STRUCTURE ABOVE, TYP (2) -12 GA CEILING WIRES AT EACH PIECE OF 3 5/8" STUD CONT 3 5/8" DP 16 GA STUD CONNECTED TO HAT CHANNELS WITH (2) - #12 SCREWS (CLIP FLANGES AT HAT CHANNELS) 1 1/2" CARRYING CHANNEL @ 48" D.C. DRYWALL CEILING GYP. CEILING GYP. WALL 5/8" GYP. D. OVER METAL STUD FRAMING FRY REGLET, DRYWALL CONTROL JOINT, 2- PIECE. REFER TO LEGEND FOR SIZE AND PRODUCT NUMBER. 5/8" GYP. BD. OVER METAL STUD FRAMING FRY REGLET, DRYWALL CONTROL JOINT, 2- PIECE. REFER TO LEGEND FOR SIZE AND PRODUCT NUMBER. REVEAL PRODUCT NUMBER WIDTH (2- PIECE) 1/4" 17RM- 50-25 2 -PG 1/2" DRM- -50 -50 2 -PG 3/4" DRM -50 -75 2 -PG 1" - 1 1/2" DRM -50 -150 2 -PC 8.0. (E) STRUCTURE NO E: FASTENING TO STRUCTURE ABOVE TO COMPLY WITH LANDLORD AND OR LOCAL BUILDING DEPARTMENT JURI SDICTION CONFORM TO BASIC MINIMUM REQUIREMENTS ESTABLISHED IN ASTM 0636 CLUSTER OF (4) 12 GA SPLAY W IRES 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 CEILING MECHANICALLY FASTEN PER MFR RECOMMENDATION ANGLE BRACKET OR CLIP MINIMUM OF 3 TIGHT TURNS 12 GA VERTICAL SUPPORT WIRE @ 4' -0" O.C. AND WITHIN 8" OF ENDS OF ALL GRID SYSTEM MEMBERS RIGID STRUT @ 12' -0" D.G. WITHIN 6' -0" OF PERIMETER HEAVY DUTY SUSPENDED GRID SYSTEM MAIN RUNNER @ 2' -0" O.C. ACOUSTICAL CEILING PANEL HEAVY DUTY SUSPENDED GRID SYSTEM CROSS "T" MEMBER @ 4' -0" O.C. AL■VARI - REFER TO RCP B.O. (E) STRUCTURE NOTE: FASTENING TO STRUCTURE ABOVE TO COMPLY WITH LANDLORD AND OR LOCAL BUILDING DEPARTMENT JURISDICTION CLUSTER OF (4) 12 GA SPLAY WIRES ARRANGED 90 FROM EACH OTHER WITHIN 2" OF INTERSECTION OF 7/8" METAL FURRING CHANNEL AND 1 -1/2" COLD ROLLED CARRYING CHANNEL ANGLE SPLAY WIRES 45' MAX FROM PLANE OF CEILING AT 12' -0" D.C. WITHIN 6' -0" OF CEILING PERIMETER 1 -1/2" COLD ROLLED CARRYING CHANNEL @ 4' -O" 0.C. AND WITHIN 3" OF WALLS (SPACE 2' -0" O.C. FOR FIRE RATED CONSTRUCTION) - PROVIDE 1" CLR @ ABUTTING WALLS AND PARTITIONS 5/8" TYPE "X" GYP.BD 5 v,////',',// /, :./ / /�j /�% MECHANICALLY FASTEN PER II MFR RECOMMENDATION rn rn oe°°e°°°eeeee ANGLE BRACKET OR CLIP MINIMUM OF 3 TIGHT TURNS RIGID STRUT @ 12 -0" O.C. WITHIN 6' -0'' OF PERIMETER 12 GA SUPPORT WIRE @ 4' -0" OC 4 WITHIN 6" MAX OF END OF COLD ROLLED CARRYING CHANNEL ANGLE MOLDING SUSPENDED GRID SYSTEM CROSS "T" MEMBER @ 2' -0" O.C. ACCESS PANEL MARKETING RAIL DETAIL STOREFRONT MARKETING RAIL CONNECTION FLUSH ACCESS PANEL, SEE CEILING PLAN FOR SIZE AND LOCATION 3 " :1' -0" O2DAl23MOACSS NOTE: AT LOCATIONS WHERE MARKETING RAIL RUNS PARALLEL TO 7/8" FURRING CHANNELS, PROVIDE 3 55/8" STUD AS SHOWN ABOVE AT EACH TOGGLE BOLT. 02DAl23LOTRAC ATTACH BLOCKING TO CEILING JOISTS W/(3) - #10 SCREWS 16 O.C. MAX CUT BLOCKING FLANGES 2" LENGTH, MAX n_ • 1/2 " :1' -0" CEILING SECTION 3"_1' -0" EQ, I 1 ' - 4" I. 1 ' - 4" L EQ. MARKETING RAIL A ii��i� ∎• .A j� �P� T � 4 MIA r P. HYPOTHETICAL CEILING PLAN CONT 6" DP, 16 GA BLOCKING ABOVE MARKETING RAIL. CLIP FLANGES AT CEILING JOISTS. CEILING JOISTS WHERE OCCURS GYP. BD. CEILING 3/16" DIA TOGGLER BOLT ANCHOR SYSTEM BY HILTI @12 "O.C.MAX MARKETING RAIL 3 5/8 ", 16 GA STUD BLOCKING ABOVE VIEW A —A AS NOTED 02DAl23KORAIL M L K VARIES- REFER TO RCP .O. (N) CEILING OPEN CEILING PREFERRED OR CEILING AS REQUIRED BY CODE (WHERE OCCURS) DENIM SALES AREA 6" METAL STUDS 20 GA. @ 24" O.C. NESTED STUD * RUNNER VARIES REFER TO RCP B.O. SOFFIT CONTINUOUS EDGE MOULDING GYP.BD. SUSPENDED CEILING OPEN CEILING TRANSITION (GYP.BD.) NOT USED CEILING @ BRAKE METAL PANEL 3 " =1 '_ 0 " 02DAl23JOGYPO 6 " =1' -0" 02DAl23EOEXPN J SUSPENDED ACOUSTICAL CEILING TILE PER FINISH SCHEDULE VARIES REFER TO RCP B.O. (N) CEILING METAL CORNER BEAD, TYP. 3/4 METAL REVEAL PAINT METAL STUD FRAMING P - 2 SUSPENDED CEILING 3/4" METAL REVEAL PAINT PRE - FINISHED BRAKE METAL ON 3/4" PLYWOOD ®A.C.T. CEILING VARIES REFER TO RCP B.O. (N) CEILING P -2 11 PRE - FINISHED BRAKE METAL ON 3/4" PLYWOOD METAL STUD FRAMING GYP. BD. CEILING 3/4" k 3 " =1 -0 02DAl23GOPANL MECH FASTEN TO STRUCTURE PER MFR DETAIL 8 GA HANGER WIRE @48" OC MTL. 'L' ANGLE FASTEN TO WALL W/ CLIP. FASTEN CARRY CHANNEL TO MTL. 'L' ANGLE W/ #10-1 1/2" SHEET MTL. SCREWS 1 1/2" GARRY CHANNEL AT 4-0" O.C. PROVIDE 3" MIN. AT WALLS 5/8" GYP. BD. 7/8" METAL DRYWALL CHANNEL AT 16" D.C. @ RIGHT ANGLE TO CARRY CHANNEL ATTATCH TOGETHER W/ METAL FURRING CLIP OR TIE WIRE (2) 3 5/8" METAL STUDS WITH PLYWOOD FILCH PLATE BLOCKING SEE DETAIL L/Al2.5 5/8" GYP. BD. BEYOND I WD -2 �I REFER TO ELEV S.D. (E) DECK 1/2" PLYWOOD 0/ 5/8" GYP. BD. 0/ 3 5/8" METAL STUD RAW EDGE FIFE RAIL RAW EDGE TOP OF SOFFIT 1/2" PLYWOOD 0/ 5/8" GYP. D. ON PILASTER FRONT AND SOFFIT FRONT @TYPE 1 12' -0" 1/2" B.O. SOFFIT ®TYPE 2 CEILING @ FITTING ROOM /DENIM ENTRY EXPANSION JOINT DETAILS CEILING ASSEMBLY (A.C.T.) 1 " =1 -0 02DAl23FOPLGP 6 "•1' -0" 02DAl23EOEXPN 6 " =1' -0" R!Ya 11Ti oIl1;L4 f F E REFER TO SPECIFICATIONS FOR PRODUCT INFORMATION AND CONTACT D ATTACH TO (E) STRUCTURE VARIES REFER TO RCP B.D. (N) CEILING FINISHED CEILING (WHERE OCCURS) 3 5/8" METAL STUD @ 16 "0.C. W /DIAGONAL BRACING @ 4' - 0.C. METAL CORNER BEAD - TYP. VARIES REFER TO ELEV B.O. SOFFIT (CABINET) SEE FINISH SCHEDULE / VARIES - SEE PLANS CEILING @ SOFFIT (TYP.) VARIES REFER TO RCP B.O. (E) STRUCTURE MECH FASTEN TO STRUCTURE PER MFR DETAIL 12 GA SUPPORT WIRE @ 4' - OC WITHIN 6" MAX OF END OF COLD ROLLED CARRYING CHANNEL ANGLE MOLDING SUSPENDED GRID SYSTEM MAIN SEAM @ 41' O.G. SUSPENDED GRID SYSTEM CROSS "T" MEMBER @ 2 -0" 0.C. VARIES REFER TO RCP B.O. (N) CEILING 5/8" GYP. 817. METAL BLOCKING 5/8" GYP. BD. ON 3 5/8" METAL STUD (GA. WILL VARY -REFER TO PARTITION LEDGEND) 000e�eeeveeeeeee • • : E COMPL . cE 6" MAX JUN 16 1008 � 1 Of TTk d3 CEILING @ PERIMETER WALL (GYP.) CEILING ASSEMBLY (GYP.) 3 " -1' -0" 02DAl23COSOFF 3 "•1' -O" O2DAl23BOCLGP NOTE: DO NOT FASTEN TO CLG. OR ROOF DECK, TYP. REFER TO SPECIFICATIONS FOR PRODUCT INFORMATION AND CONTACT 3" =1' -0" MN D7_' F? T_T!Ie1'1 B A SHREMSHOCK_. ARCHITECTS, INC. 6130 S. SUN R RY . ROAD WESTERVI ', A :081 614 -5454 u u 0 . dr_ ...,.. 1 = (,..) ,,,:L) ,,,,,,.... act ......5 ..'t ( t'm .., 1 CC 0 W ;;, Yv [ Ns._ CC I° a. co - 7ic ma H Lu V • m 2 0 w a J p z p ▪ "a m y C 4 N m • w W p w V 4 U O w U a 0 W = ~ v oa a a d 5- m cvQas o W a -- C Z Q p La U r W0 Wm Wtw.l40 Or 01 - CI � a o s �i i [ i X W 'LI 0 �S�¢ L - V � U yaj 27 S w W w Y� U W a �� W w = O � a.= --�°zo az w a�a =� Ind W N m- 116=1 � Vl _ i1/276- � tai ¢p O_ w W � h a � N V C 1 m s p 7- 6 v.; IN a Z ¢ O :51 Q =Q c v�po� =� via aow .n J�� d Z d o 6 W ° Q° a 7 :.761=-1 p o � 0 1 - 1 x �z �NN � W V1 Q m W W Wp w•-• W m0 == =W 2 Ys W t-r= 0Wy - i .3 r¢ , 4: )W rfn ,0Ja C.1 0 ao w rarw2 dWarnrJ� [L i � W W- xY W a 4 wo r Ui- = ..- -w Q n_ On_� raaa'n car v�- w 5a 0 < G N meinur cn - :a N W [n C 0 U H 2 1 2 U0 •• e W _ 0 E3 6/ 2 S W a 0 s La CI ern U.I 1— z 0 0 2 Z F- 1 � a ® H 11.1 ....� 0 .. WN =a e o EMM MI F- A MI D 3- Ct 4 h ( ? ) W es - �. 0 o o �- AS W <�Y oc 111 1 CLO L3 W (/) &) CI w REVISIONS: J A C REQUIRED BY: INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: O eic cdo a RECEIVE! CEILING DETAILS DRAWING NUMBER: IT CENTER a co O 0 D O = O a DATE 05/27/08 04/18/2008 MH AMH KMM THRESHOLD(ALT. METAL FRAME)-UNRATE ; i. . 2 : i kl ‘ , . 4:6n ' ..)= 'C::: R " ji2:3 I ; • ■ — dt . lu 'lc' ' - - 1—'t —66" : , ,== :.: : : , A i . D i ! : :1 ° :1 1: „ ,!: : (9 5_ : : : • :: 0- :1—::=L a 10 34C - 2' w • 1 ; ;7E ::: • . . . . :9-is _ I - CD I- C.6 d a TE w 0 L . x = ■ — c a = Cl, 8 r 0 •-• E.6i w _' _-= • , i • ,...,`, - . ,. .. p5 ii :,-,. ..,9 E 8 A jc REQUIRED BY DATE \ 05/27/08 INDICATES NO REVISION TO THIS SHEET DATE ISSUED: 04/18/2008 DESIGNED BY: MH DRAWN BY: AMH CHECKED BY: K M M DOOR/JAMB DETAILS DRAWING NUMBER: REVISIONS: PERMIT CENTER ,i, 3 , _ i: _ =c2!' c! :EI 6" 1 7L2: : E:' l 'i-L'—m' — :: :: : F E c„ - ;: : -: 57 • . 2: • 6 1: ! e! 0 ' 0: , _ : ; ! ; , . , _' '' ! : `,75-c 0 0 0 - w CC -M = :2 1 , , Ll il = l .1 != D g i :1'0 : MU' !! !! ; !! ! : ID • i : ; 0 Is L - m 'Z' n 9 0 I- C • .- - L61 EA -I (N 0 EC C C CO DO a_ 0 0 NOT USED RUNNER @ 1-IEAD ONLY', TYP. (1) LAYER 5/8" TYPE 'X GYP. 131). ON EACH SIDE 6" METAL STUD @ 16" O.C. •• DOOR AS SCI-IEDULED JAMB (ALT. METAL FRAME) - RATED DOOR AS SCHEDULED SALES AREA MAXIMUM I/4" CLEAR @ FINISH FLOOR/BOTTOM OF DOOR LINE OF FINISH FLOOR 8 1/2" THRESHOLD (ALT. METAL FRAME)-RATED NON SALES, HEAD SIMILAR NON SALES M NOT USED RUNNER @ HEAD ONLY, TYP. (I) LAYER 5/s" GYP. BD. ON EACH SIDE 6" METAL STUD @ 16"0.0 SALES AREA DOOR AS SCHEDULED DOOR AS SCHEDULED MAXIMUM 1/4" CLEAR @ FINISH FLOOR/BOTTOM OF DOOR LINE OF FINISH FLOOR SALES AREA JAMB (ALT. METAL FRAME) - UNRATED 1/2" 8 1/2" NON SALES HEAD SIMILAR 02DAl24HOJI3NR NON SALES NOT USED 3 5/8" METAL STUD @ 16"0.C. (1) LAYER 5/8" GYP. BD. ON EACI-I SIDE SALES AREA DOOR A5 SCHEDULED H JAMB (METAL FRAME) - UNRATED DOOR AS SCI—IEDULED SALES AREA MAXIMUM 1/4" CLEAR @ FINISH FLOOR/BOTTOM OF DOOR LINE OF FINISH FLOOR NOTE: 1" UNDERCUT AT TOILET ROOM AND OFFICE DOORS G THRESHOLD (METAL FRAME) UNRATED NON SALES HEAD SIMILAR 3"=T-O" 02DAl24ECIJBNR NON SALES 3 5/8" METAL STUD 5/8" GYP. BD. SQUARE METAL CORNER BEAD — TYP. 3 5/8" METAL STUD @ 16"0.C. DOOR AS SCHEDULED DOOR AS SCHEDULED SIM. DOOR SHOE AS SCHEDULED SALES AREA ASED OPENING HEAD/JAMB (2) LAYERS us" TYPE "X" GYP. BD. ON EACH SIDE. SALES AREA. SALES AREA THRESHOLD AS SCHEDULED 01) 2-HR RATED JAMB (METAL FRAME) - RATED 2-HR RATED NON SALES NON SALES THRESHOLD (METAL FRAME) - RATED 02DAl24COCASE 1-HR RATED HEAD SIMILAR 3"21'-0" 02DAl24BO1JBRT 1-HR RATED SALES AREA 1. SEE TYPICAL WALL FRAMING FOR GAUGE OF STUDS, VERIFY LENGTH, �4EIGI -IT, LOCATION OF BLOCKING, AND NUMBER. 2. REQ'D WITH ACCESSORY MANUFACTURERS. USE #12 SELF TAPPING SHEET METAL SCREWS WHEN ATTACHING ITEMS TO BLOCKING. 3. WALL STUD FLANGES ARE CONTINUOUS AT BLOCKING CONT. AND NOTCHED 6' X 18 GA. MTL. BLOCKING ATTACHED TO STUDS W/ (3) #8 F.H.S.D.S. DOUBLE STUD @ SIDES OF OPENINGS BLOCKING DETAIL 1. SEE TYPICAL WALL FRAMING FOR GAUGE OF STUDS, VERIFY LENGTH, HEIGHT, LOCATION OF BACKING PLATE, AND NUMBER. 2. REQ'D WITH ACCESSORY MANUFACTURERS. USE #12 SELF TAPPING SHEET METAL SCREWS WHEN ATTACHING ITEMS TO BACKING PLATE. 3. WALL STUD FLANGES ARE CONTINUOUS AT BACKING PLATE. BACKING PLATE 6 x 18 GA, TRACK ATTACHED TO STUDS W/ (3) #8 F.H.S.D.S. DOUBLE STUD @ SIDES OF OPENINGS BACKING PLATE DETAIL WALL BASE @ NON -SALES 023Al25MOBLCK 023Al25LOBACK 5/8" GYP. BD. NON SALES AREA PAF .205" DIA. AT 16" O.C. AT CONCRETE FLOORS ADJUST T14 INSET SETTING BED AS REQUIRED TO MAINTAIN FLUSH TRANSITION 02DAl2 IBA E 5/8" GYP. BD. SURFACE MOUNTED SALES AREA PAF .205' DIA. AT 16" O.C. AT CONCRETE FLOORS WALL BASE (NON- RATED) WALL BASE (PLATFORM) 02DAl25J1BASE 02DAl25H1BASE SALES AREA 1/2 "X5 /8" 'F' GYPSUM BOARD REVEAL PAINTABLE SEALANT AND BACKER ROD PLATFORM BELOW SURFACE MTD. SALES AREA caa «<uauu WALL BASE (RATED) 02DAl2 1B : E 1 /4" PLYWOOD 0/ 1/2' GYP. BD. 0/ 3 5/8" OR 6" METAL STUD (PACKAGE 1) SURFACE MOUNTED ADJUST Tl- IINSET SETTING BED AS REQUIRED TO MAINTAIN FLUSH TRANSITION WALL BASE (NON - RATED) 02DAl25F1BASE VARIES B.O. 7/8" METAL FURRING CHANNELS @ 16" O.G. (RUN HORIZONTALLY) (E) CONC. COLUMN FINIS NOTE: REFER TO RCP FOR CEILING FINISH VARIES B.O. (E) CEILING CORNER GUARDS INSTALLED 5 G.G. FRAMING AS TIGHT AS POSSIBLE (E) CONC. COLUMN (1) LAYER OF 5/8" TYPE "X" GYP. BD. EXTENDING FROM TOP OF SLAB TO 6" ABOVE STORE CLG. OR TIGHT TO MALL DECK ABOVE AS REQUIRED PER LOCAL BUILDING AUTHORITIES. GYP.BD. OLUMN SECTION (CONCRETE) SEE CONSTRUCTION PLAN OLUMN PLAN (CONCRETE) 02SAl25E000LM NOTE: ALIGN TOP OF FLOOR FINISHES WITH TOP OF ZINC DIVIDER STRIP. BRAKE METAL PANEL - EMBED BELOW FINISH FLOOR A MINIMUM OF 1 /8" CAULK JOINT IFC or FC q ADJUST THINSET SETTING BED AS REQUIRED TO MAINTAIN FLUSH TRANSITION (FC -q ONLY) ZINC ANGLE TYPE MONOLITHIC DIVIDING STRIP, MUST BE INSTALLED PRIOR TO FC -1 INSTALLATION PAF .205' DIA. AT 16" O.C. AT CONCRETE FLOORS METAL PANEL DETAIL NOTE: REFER TO RCP FOR CEILING FINISH VARIES B.O. (E) CEILING VARIES 5.0. (N) CEILING 2 1/2" MTL. STUDS @ COL. WRAPS (SECURE TO STRUCTURE ABOVE AS REQUIRED) (E) SPRAY ON FIRE PROOFING TO REMAIN AT (E) COLUMN FINISH FLOOR GYP.BD. COLUMN SECTION PROVIDE MIN. 1/2' SEPARATION BETWEEN (E) SPRAY -ON FIREPROOFING AND MTL. STUDS CORNER GUARDS INSTALLED BY G.G. FRAMING AS TIGHT AS POSSIBLE (SECURE TO STRUCTURE ABOVE AS REQUIRED) (E) COLUMN TO REMAIN. (MAINTAIN EXISTING RATING PATCH AND REPAIR FIRE PROOFING AS REQUIRED) (1) LAYER OF 5/8" TYPE "X" GYP. SD. EXTENDING FROM TOP OF SLAB TO 6" ABOVE STORE CLG. OR TIGHT TO MALL DECK ABOVE AS REQUIRED PER LOCAL BUILDING AUTHORITIES. SEE CONSTRUCTION COLUMN PLAN 02SAl25COBASE 02SAl25B000LM SHREMSHOCK ARCHITECTS, INC. 6130 S. Si.), UR ROAD WESTER. ' I 1 614 -545 S C7 ~ W 2 C w, ° °C s 1/1 4 b 1= 0v 4 J o V1 W F W C3 _ a L. Ce a _�-, U 4 U a ., 1.1ww.a� E ILL 2 2 FA 8 - z O o = 2- ccy a - o w o m d I'd y Nc a^ LJFa O W N p� O U 12 W W W ! a La W r d W Z V1 W cc m a - ...; z � 4 L r z Y • W _ Q - U 1- Fy T ' . -. 2 q Ll. 1 - ^.. V1 Q W a 2 ce yam00 O z W 2 7 q 4 - E P C b U g m r., 2 5 W I- - O W U z V1 o W 2 d C aa_ H Ua� . 6 I- 2 U O - w j O c.1 a CC S ari Y w aCDe w o oa Z o`- LL o I a° _ C o I n a CO ® CO ce 2 o 1- c W U I I -1 Q W it Li! "l = a nv I- an I1 4k O - 0_ 0 LA >< C w�� aZU O W< Y O Er_ V Enow * INDICATES NO REVISION TO THIS SHEET Y w s W 112 S 2 C W a g O 2 W S N w w s 17(5 -w:;=- = =1.-1 . a Q 1.. 2 0 3 ° W Q L ] w my C]d O W : S a O Ff , W a W CJ a w U m 4 I- = a S w w U W = V 1 Z � ° � 2 a o = = a o r E Q W 2 D N W d d W w W V) V W K1 i e. W i rs 1 ~ n m 4 7 W 7 o Q 2 V1 [ El 0 t, cp .. W o a a 3 CD a U CC i] 0 S C 7 W W =p. 5 ,2 I-- 4 C 4 N 0 REVISIONS: DRAWING NUMBER: z 2 ° 4 w 0 2 I } y�+ L1 4 a O W W W � a d � O p W ut o 0. s H w0 W = ci C 1 Q a a W Q 3 /11 V1 C o C1 �� N a � Wi d d w N 5 0 m 1" z o ` z 2 a a 4 y CC� U ...1 p}, S9x � = 3 o V) c w V O O ~ U 4 w V Y d O W 2 fn J¢¢ !2:: y= N a U a ! W w a=? w S = J a : `-1 z � V 1 O Y • W W � lJ a C C V 1/1 DT o f a4 ~r n z 44 ? 3p o G=a © W Y U d W U p o i W wm - U M .. ^ w N J N B CO U) C7 r O y<000 (l O O 05/27/08 RECEIVED JUN 06 ?flfl P CC RMF TER— DATE ISSUED: 04/18/2008 DESIGNED BY: MH DRAWN BY: AMH CHECKED BY: KMM COLUMN AND BASE DETAILS STI CAL I EAR) STALL 1 1/2" 41 OMMET AT PENETRATION BOTTOM OF MONITOR CCTV VIEW MONITOR TELESCOPING MONITOR SUPPORT POLE VIEW MONITOR (APPROX. WE 26#) G.G. TO INSTALL GROMMET @ EVERY CEILING PENETRATION VERIFY CONNECTION NDED FIXTURE 20 LESS ENDANT FIXTURE ATTACHMENT 5U5 LBS. wig i NOTE: G.C. TO DRILL 3/4" DIA. HOLE IN CENTER OF POST BASE FOR ELECTRICAL FEED 02SAl26BOFLUR PERIMETER SUSPENSION POINT COMPRESSION STRUT WHERE OCCURS 12' -0" O.C. NOT FARTHER THAN 6' -0" FROM WALLS FIELD SUSPENSION POINT HEAVY DUTY MAIN RUNNER 4 CROSS TEE CEILING STRUCTURE HANGER WIRE HEAVY DUTY SUSPENDED CEILING ASSEMBLY FINISH FLOOR Al2.3 x 12 GA HANGER WIRE 0 LATERAL BRACING — — STABILIZER BAR • GRID PERIMETER RIVETED ELEVATION 8" MAX. AT PERIMETER 8" MAX. AT PERIMETER Al2.6 ATTACHED HALL ACT CLG LAYOUT (HIGH SEISMIC) ACT CLG "UNATTACHED PERIMETER ACT CLG - "ATTACHED" PERIMETER 12 GA VERTICAL SUPPORT WIRE @ 4 O.G. WIRE MUST NOT EXCEED A 1/6 SLOPE (±10') MINIMUM OF 3 TIGHT TURNS VARIES REFER TO RCP 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 OVER MTL STUD FRAMING ormisusuoi ' MINIMUM OF 3 TIGHT TURNS VARIES REFER TO RCP B.O. (N) CEILING 5/8" TYPE "X" GYP.BD OVER MTL STUD FRAMING 8" MAX Al2.6 12 GA VERTICAL SUPPORT WIRE @ 4' - 0 11 O.C. WIRE MUST NOT EXCEED A 1/6 SLOPE (±109 ACOUSTICAL CEILING TILE HEAVY DUTY SUSPENDED CEILING GRID MEMBER 2" MIN WALL MOLDING GRID MEMBERS ATTACHED TO WALL MOLDING @ 2 ADJACENT WALLS USING POP RIVETS OR SCREWS STRUT SIZING CHART 0.5" DIA X 22GA 0.75" DIA X 22GA 1" 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 NOTES NIGH 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 NAVE HORIZONTAL RESTRAINT WIRE AND RIGID BRACING, SEE DETAIL D/Al2.3 5. CEILING AREA > 2500 SQ FT TO HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITION. 6. CEILING WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. 7. CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. S. CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. 9. 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 L85 - 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 CLG SUSPENSION SYSTEM SECU TUBING TO DOUBLE UNIS - T5 USING UNISTRUT FITTING '1728 W/ (2) 1/4" DIA. NUT AND •LTS (2)UNISTRUT NNEL P1000 DIAGONAL FRAC" • - ONE IN EACH DIRECTION, OCATED AT MID -POINT OF AN. SECURE TO STRUCT E ABOVE UNISTRUT TELESTRUT TUBI P (MAXIMUM SPAN OF 12' - IF SPAN WILL EXCEED 12', THEN CONTACT OWNER'S P.M. FOR DIRECTION) UNISTRUT TELESTRUT TUBING P9200 SECURED TO POST BASE USING (2) 1/4 ° -20 THRU BOLTS WITH DOUBLE NUTS I2' -3" A.F.F. (10' -6" CEILING HIGHER) I1' -3" A.F.F. (CEILING LOWER THAN 10' -6 ") SUSPENDED GY BOARD CEILI (LAY -IN A • CEILING, SI G.G. TO WHITE � CEILI EXISTING STRUCTURAL JOIST OR SEAM UNISTRUT BEAM CLAMP P2867A OR P2868A FOR DOUBLE CONNECTION TO AME SUPPORT ECURE DIAGONAL BRACE TO USE USING UNISTRUT FITTING P7324 W/ 1/4 " -20 BOLTS AND SPRING NUTS SECURE SUPPORT POLE MOUNTING BRACKET TO UNISTRUT POST BASE (P9000/P901I) USING (3) 1 /4" DIA. NUT AND BOLTS. HOLES MAY NEED TO BE REDRILLED IN PLATE TO ALIGN WITH BRACKET'S HOLES. P1001 UNISTRUT W/ ELONGATED 1-1OLE5 3/8" STEEL THREADED ROD WITHIN 8" OF END AIRCRAFT CABLE SUSPENSION, PROVIDED BY OWNER PENDANT FRAMING, EXCEPT SIGN SYSTEM TO BE FINISHED TO MATCH CEILING R _ I DENIM NEON SIGN SUSPENSION NOT USED SCREW INTO TRACK A.C.T. CEILING GYP.BD. CEILING CENTER TO CENTER (REF. TO E/A10.4 FOR RELATIONSHIP TO PUCK FOCAL) AS REQUIRED TO MATCH (E) RATING LIGHT TRACK REFER TO LIGHTING PLAN 3/8" NUT 5/8' GYP. BD. CEILING LIGHT TRACK REFER TO LIGHTING PLAN GENERAL NOTE: REFER TO "LIGHTING PLAN" FOR FIXTURE LOCATION. LIGHT FIXTURE SUPPLIED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR. P2867A BEAM CLAMP 3";1' -0" 02SAl26F0SIGN NOTE: IF END OF TRACK ENDS FURTHER THAN 12" FROM NEAREST T, INSTALL MOLLYBOLT I � 11 I 1 I 3":1'-0" O2EAl26EOTRAC P 1000 UNISTRUT W/ ELONGATED HOLES. INSTALL P 1001 UNISTRUTS FOR SPANS BETWEEN 8' - AND 12'_O" 3/8" STEEL THREADED ROD AT 10' 4" 0.C. * W ITHIN B" OF END OF FIXTURE MFG. SWING GATE CHANNEL HANGER NOTE: NOT ATTACHED DIRECTLY TO CHANNEL MFG. CLOSURE STRIP AS REQ'D MFG. CHANNEL (AS NOTED ABOVE) 2- CIRCUIT COMMERCIAL GRADE TRACK SYSTEM TRACK HEAD: REFER TO REFLECTED LIGHTING PLAN PENDANT ASSEMBLY, EXCEPT TRACK SYSTEM TO BE FINISHED TO MATCH CEILING TRACK LIGHT SUSPENSION P 1000 UNISTRUT W/ ELONGATED HOLES. INSTALL P 1001 UNISTRUTS FOR SPANS BETWEEN 5' - 0" AND 12' -0" 3/8" STEEL THREADED ROD AT 10 O.C. * WITHIN B" OF END OF FIXTURE MFG. SWING GATE CHANNEL HANGER NOTE: NOT ATTACHED DIRECTLY TO CHANNEL MFG. CLOSURE STRIP AS REQ' MFG. CHANNEL (AS NOTED ABOVE) FLUORESCENT STRIP W/ WIRE GUARD: REFER TO REFLECTED LIGHTING PLAN FLUORESCENT STRIP SUSPENSION INDEPENDENT STRUT P100I MAX. SPAN 12' -0" UNISTRUT BEAM C MP P2867A OR P2868A FOR DOUBLE CONNECTION TO SAM SUPPORT EXISTING STRUCTURAL JOI ST OR BEAM DOUBLE NUT W/ LOCK WASHER (3) POINT CONNECTION W/ AIRCRAFT CABLE @ 3/32 (MIN) SECURE TO BEAM OR JOISTS ABOVE W/ CADDY B.C. (BEAM CLAMP 100# CAP) BY ERICO OR FLANGE CLAMP 4H58 TYP 3/8" JAM NUT AND WASHERS J -BOX WHERE OCCURS 3 /5" JAM NUT - 3/8" COUPLING 3/6" JAM NUT 3/8" THREADED ROD OR THREADED TUBE WITH SLEEVE. SLEEVE PROVIDED BY OWNER VARIES B.O. (E) DECK /SLAB (E) CONCRETE DECK 3" X 1 I /2" METAL 'C' CHANNEL OR APPROVED EQUAL, FASTENED TO DECK/SLAB. VERIFY 1 DWGS. LOCKING NUT LOCKING NUT 3/8" NUT WASI - IER VARIES Ala B.O. (E) DECK/SLABIV (E) CONCRETE DECK 3" X 1 1/2" METAL 'C' CHANNEL OR APPROVED EQUAL, FASTENED TO DECK/SLAB. VERIFY W /STRUCTURAL DWGS. DIRECTLY ATTACHING UNISTRUT TO UNDERSIDE OF ROOF DECK./SLAB IS ACCEPTABLE. REFER TO DETAIL. PATCH AND REPAIR (E) FIREPROOFING AS REQUIRED TO MATCH (E) RATING 3/8" NUT WASI -IER 3/8 NUT CHASE NOTE: ASSEMBLY CAN BE USED FOR PENDANT MOUNTING EXIT SIGNAGE OR FLUORESCENT STRIP LIGHTS, WHERE REQ'D BY CODE 02SAl26COTRAC DIRECTLY ATTACHING UNISTRUT TO UNDERSIDE OF ROOF DECK/SLAB IS ACCEPTABLE. REFER TO DETAIL. PATCH AND REPAIR (E) FIREPROOFING AS REQUIRED TO MATCH (E) RATING VARIES B.O. (E) JOIST A.F.F. B:C°� CI- IANNEL 'ED FOK COZvir 76 F , -i r E SHREMSHOCK ARCHITECTS, INC. 6130 S. S► ROAD . `' .,, WESTER. �,� � � 0 1 614 --545 M • LL-1 O 3= 4 0 =y r O O Vn W i= �_612 a �o --� co a - 0 W V) LI 2 W Q U le' O l O ?a a ' =4w O W 0 = a w O 6y :aW 41 0 W ~ w : W a z� p. 0 : W Y aOCrz= z a a r W = n .3 °x o .. V)i au W s Lel Ln 0 j r N a�aW - s P m CD W U 0: iE 4 r o a a E a - H O g o • V) U J to z �.Wi � 8a" 4= 0 0 q, 4 O IT r 8 per., a 0 C REQUIRED BY: • INDICATES NO REVISION TO THIS SHEET '12: r c.va c3aw W V] IA Mx r 3° - OOw Q ~ W 2 V) � T cd Wm s O W O Z o o a 4 & 0 a U a 0 b a W a W = a o �aq E V1 :C v QQ �W a C C w q I OW a W ' W F VI In W m 2 Na a = p In ce 0 0 w ii z = ii W � Q F- W CO4ii Lu CO a U W W r W 2 = z w = 01 C REVISIONS: LIGHTING DETAILS DRAWING NUMBER: UI a o = o r ::: a 6 C i H W V f L] Ca W 4 � O W � tL H p - rxa a � w � L] 0 q - = = C7 ^ = 4 W O N V I Q W z O H g �- 2 zx C a o 4 C9 � - z � r z E:I ' a , = 0 q V, o �` W q C ac.�oz4 ] J y a 1-7": = :::5-17 w ° s o = C� In Q =It; 2 W C Y W W r O C C Q = ~ Vf WI C3 T `I W Z Vl Vl C d a C W C] a . = et Vl = 05/27/08 DATE ISSUED: 04/18/2008 DESIGNED BY: M H DRAWN BY: LCEB CHECKED BY: KMM /RHW LINE OF FIELD JOINT (TYP.) PROVIDE 3 5/8" METAL BLOCKING. SEE OTHER DETAILS REFER TO REFLECTED CEILING PLAN WOOD VENEER PANELING 0 A.F.F. FINISH FLOOR NOTE: TUCK BRAKE METAL AT ENDS THIS DETAIL IS FOR REFERENCE ONLY FOR EXACT PASS - THRU CONFIGURATION, REFER TO !CONSTRUCTION FLOOR PLAN" * REFLECTED LIGHTING PLAN" SEE STRUCTURAL DRAWINGS FOR FRAMING THIS DETAIL IS FOR REFERENCE ONLY �I 10 MIL WOOD VENEER PANELING LINE OF PA55 -THRU ABOVE FRENCH CLEAT - 3/4" F.R.T. PLYWOOD - REFER TO SECTION A/Al2.8 1/2 x 3/.4 METAL REVEAL FIELD JOINT (TYP.) 3 5/8" METAL FRAMING E WITI -I METAL BLOCKING I 3/4" F.R.T. PLYWOOD FOR EXACT PASS - THRU CONFIGURATION, REFER TO 'CONSTRUCTION FLOOR PLAN' 4 REFLECTED LIGHTING PL AN" SEE STRUCTURAL DRAWINGS FOR FRAMING 5 /8" GYP. BD. ON 3 -5/8" METAL STUDS @ 16" O.C. 1/2" PLYWOOD OVER 5/8" GYP. P. ON 3-5/B" METAL STUDS @ 16" O.C. EXIT SIGN T.O. SOFFIT 1/2" METAL REVEAL EFR TO A03.1 T.O. DENIM PASS THRU DENIM ROOM 3/4" PLYWOOD W/ BREAK METAL PANEL BAND AROUND THE DENIM PASS THRU REGISTER (PAINTED TO MATCH ADJACENT WALL) -SEE MECHANICAL DRAWINGS 1/2" METAL REVEAL CT CEILING ROOM THREE KERF CUT - (SEE DETAIL G, T1115 5HEET) NOTE: TUCK BRAKE METAL AT ENDS THIS DETAIL IS FOR REFERENCE ONLY FOR EXACT PASS - THRU CONFIGURATION, REFER TO "CONSTRUCTION FLOOR PLAN" it REFLECTED LIGHTING PLAN" SEE STRUCTURAL DRAWINGS FOR FRAMING "KERF" CUT 3/4" PLYWOOD W/ PREFIN. BRAKE METAL TUCK ENDS 1/2" PLYWD. 0/ 5/8" TYPE 'X' GYP. BD. ON 3 -5/8" METAL STUDS @ 16" O.C. DENIM AREA LINE OF METAL PANEL ABOVE ( 3/4" 1/2" METAL REVEAL. PROVIDE BLOCKING AS REQUIRED SALES AREA 3/4" PLYWOOD W/ BRAKE METAL BAND AROUND DENIM PASS TI-IRU -1/16" GAP MAX THIS DETAIL IS FOR REFERENCE ONLY FOR EXACT PASS - THRU CONFIGURATION, REFER TO "CONSTRUCTION FLOOR PLAN" * REFLECTED LIGHTING PLAN" NOTE: TUCK BRAKE METAL AT ENDS SEE STRUCTURAL DRAWINGS FOR FRAMING VARIES - REFER TO CONSTR. PLAN VARIES - REFER TO CONSTR. PLAN LINE OF METAL PANEL ABOVE "ROOM THREE" "DENIM AREA" VARIES - REFER TO CONSTR. FLOOR PLAN VARIES - REFER TO CONSTR. PLAN VARIES - REFER TO CONSTR. PLAN THIS DETAIL IS FOR REFERENCE ONLY MEN'S / WOMEN'S PASS THRU - HEAD MEN'S / WOMEN'S PASS THRU - JAMB 02DAl27LOHEAD SEE STRUCTURAL DRAWINGS FOR FRAMING KERF CUT 1/16 GAP MAX 5/6" GYP. BD. 1/2" X 3/4" METAL REVEAL PREFINISI-IED BRAKE METAL 1/4" TEK SCREWS AT 16" EACH WAY. SCREW INTO FRAMING, COUNTER SUNK INTO PLYWOOD NOTE: ATTACH MT -2 TO THE 3/4" PLYWOOD WITH GE 1200 SILICONE, CLEAR. (NO SUBSTITUTIONS). APPLICATION RATE 1 OZ PER 1 SF. DENIM PASS THRU - DETAIL GYP. WALL DENIM PASS THRU - HEAD DENIM PASS THRU - JAMB 02DAl27JODENM O2DAl27HOHEAD REFER TO A03.1 FINISH FLOOR PASS THRU - ELEVATION (ROOM ONE / ROOM TWO / ROOM THREE) PASS THRU - ELEVATION (DENIM ROOM) DENIM PASS THRU - PLAN O2EAl27CODENM O2EAl27BODENM KIN ;LiP- Mt'1 �!,■ B.O. (E) STRUCTURE +12' -0" A.F.F. T.O. PLYWOOD T.O. DENIM PASS T1-IRU OPENING PLYWOOD SEAM FINISH! FLOOR PLYWOOD BRAKE METAL OPEN TO MEN/WOMEN SALES AREA OO / \ PLYWD FOR EXACT PASS - TIw4RU CONFIGURATION, REFER TO "CONSTRUCTION FLOOR PLAN" * REFLECTED LIGI -ITING PLAN" J Al2.8 PASS THRU ATTACHMENT q" 1' -l0" EQ. (3' -11" MAX.) EQ. (3' --11 MAX.) T1T1 11_1011 Gill \ N, 1 1/2" CENTER PANEL GUT TO TO LENGTH IN FIELD 1/2" \ \ 12" MAX SCRIBE FROM EACH END i `SEAM SEAM N. 7 ` � r MEN'S / WOMEN'S / N. WOOD VENEER N. i \ i N. � \ / N. i N. � N. / N. 7 \ / OPEN 7 SHHOCK: ARCHIT 6130 S. SNBUR(ROAECTS INC. D WESTER :4 614 -545 -4550 h in Z W W � °re w _ a to w0= ¢ N W F W = O h d U 0 U m d W d c w t, a o 0 o U = w q U 2 oh a • •E d m CP 11 W d a ern r4'i w Q_ m il w C 0 0 0. y107 Q_]C 3 W W = C 1 1.1 m o - L ° Ch U = ¢ C ¢ d ° = U O .. H a O W = = J N v va1j�2 0 p 0 La O 0 z W o d a _ r h p N Z - C] u d y a W W UU p l y V z 0 a w 13. Z g 1- U 4 oC a REQUIRED BY: • INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: = o - Cn Ce020 a W t. a 2 0 ° 0 to z m2 as La ..7 F 2 W a U d • O a Z ° W m a VI � d ur w w w fA S =hQO _ HI-- -z h W = W Z Oo W q�C t � i.i a - W 0t7 a 4 — O LI = L, ~ WS ° ci o ° N W 11 — „ � v 1 w W p ...1 h p W N _° O 1- T h O a 0 p .er a 2 O w ^= W O 0 1 m 0 O U U ect O m s J a= to a w s Q U 0 O W hO i ° a31 =-1 ao� • d 2 d 0 W O 0 7 oc�a� 20rTe oin awd z 0 � z Cf. d T Y b O W U WV U ; CE- I— Id 1�ii 0 0 L`-.2 2 ° W = 47 W CC a = L,1 E 6 9 g N Jo en a 4 d a 6 1 fn ,2 ° � $ � 0 Ci WF =0 x V V a 0O 2 W V =1 ? W= U] = W �U4 N a l a d W W N x Q 0 t l O W z z m m O Y W= W = N r 1- y = a= w =c Wa3h, c/ c8 0 a =W 1 C . Utl J ,7 ? ° 2 Z N 'J a 2d a �N 8..5. =3 i 3o E o tw LL, td =011 - 4 U .0 W I 4 0 = Q 0 404 0z - 2w f011 = REVISIONS: MGEilitt eitip 0 0 CU11t PERMIT CENTER 04/18/2008 MH AMH KMM PASS THRU DETAILS CV 000 Ln 01 o — Q Y 00 DO 0_ O Q DATE 05/27/08 DRAWING NUMBER: )i, N. LINE OF FIELD JOINT (TYP.) PROVIDE 3 5/8" METAL BLOCKING. SEE OTHER DETAILS REFER TO REFLECTED CEILING PLAN WOOD VENEER PANELING 0 A.F.F. FINISH FLOOR NOTE: TUCK BRAKE METAL AT ENDS THIS DETAIL IS FOR REFERENCE ONLY FOR EXACT PASS - THRU CONFIGURATION, REFER TO !CONSTRUCTION FLOOR PLAN" * REFLECTED LIGHTING PLAN" SEE STRUCTURAL DRAWINGS FOR FRAMING THIS DETAIL IS FOR REFERENCE ONLY �I 10 MIL WOOD VENEER PANELING LINE OF PA55 -THRU ABOVE FRENCH CLEAT - 3/4" F.R.T. PLYWOOD - REFER TO SECTION A/Al2.8 1/2 x 3/.4 METAL REVEAL FIELD JOINT (TYP.) 3 5/8" METAL FRAMING E WITI -I METAL BLOCKING I 3/4" F.R.T. PLYWOOD FOR EXACT PASS - THRU CONFIGURATION, REFER TO 'CONSTRUCTION FLOOR PLAN' 4 REFLECTED LIGHTING PL AN" SEE STRUCTURAL DRAWINGS FOR FRAMING 5 /8" GYP. BD. ON 3 -5/8" METAL STUDS @ 16" O.C. 1/2" PLYWOOD OVER 5/8" GYP. P. ON 3-5/B" METAL STUDS @ 16" O.C. EXIT SIGN T.O. SOFFIT 1/2" METAL REVEAL EFR TO A03.1 T.O. DENIM PASS THRU DENIM ROOM 3/4" PLYWOOD W/ BREAK METAL PANEL BAND AROUND THE DENIM PASS THRU REGISTER (PAINTED TO MATCH ADJACENT WALL) -SEE MECHANICAL DRAWINGS 1/2" METAL REVEAL CT CEILING ROOM THREE KERF CUT - (SEE DETAIL G, T1115 5HEET) NOTE: TUCK BRAKE METAL AT ENDS THIS DETAIL IS FOR REFERENCE ONLY FOR EXACT PASS - THRU CONFIGURATION, REFER TO "CONSTRUCTION FLOOR PLAN" it REFLECTED LIGHTING PLAN" SEE STRUCTURAL DRAWINGS FOR FRAMING "KERF" CUT 3/4" PLYWOOD W/ PREFIN. BRAKE METAL TUCK ENDS 1/2" PLYWD. 0/ 5/8" TYPE 'X' GYP. BD. ON 3 -5/8" METAL STUDS @ 16" O.C. DENIM AREA LINE OF METAL PANEL ABOVE ( 3/4" 1/2" METAL REVEAL. PROVIDE BLOCKING AS REQUIRED SALES AREA 3/4" PLYWOOD W/ BRAKE METAL BAND AROUND DENIM PASS TI-IRU -1/16" GAP MAX THIS DETAIL IS FOR REFERENCE ONLY FOR EXACT PASS - THRU CONFIGURATION, REFER TO "CONSTRUCTION FLOOR PLAN" * REFLECTED LIGHTING PLAN" NOTE: TUCK BRAKE METAL AT ENDS SEE STRUCTURAL DRAWINGS FOR FRAMING VARIES - REFER TO CONSTR. PLAN VARIES - REFER TO CONSTR. PLAN LINE OF METAL PANEL ABOVE "ROOM THREE" "DENIM AREA" VARIES - REFER TO CONSTR. FLOOR PLAN VARIES - REFER TO CONSTR. PLAN VARIES - REFER TO CONSTR. PLAN THIS DETAIL IS FOR REFERENCE ONLY MEN'S / WOMEN'S PASS THRU - HEAD MEN'S / WOMEN'S PASS THRU - JAMB 02DAl27LOHEAD SEE STRUCTURAL DRAWINGS FOR FRAMING KERF CUT 1/16 GAP MAX 5/6" GYP. BD. 1/2" X 3/4" METAL REVEAL PREFINISI-IED BRAKE METAL 1/4" TEK SCREWS AT 16" EACH WAY. SCREW INTO FRAMING, COUNTER SUNK INTO PLYWOOD NOTE: ATTACH MT -2 TO THE 3/4" PLYWOOD WITH GE 1200 SILICONE, CLEAR. (NO SUBSTITUTIONS). APPLICATION RATE 1 OZ PER 1 SF. DENIM PASS THRU - DETAIL GYP. WALL DENIM PASS THRU - HEAD DENIM PASS THRU - JAMB 02DAl27JODENM O2DAl27HOHEAD REFER TO A03.1 FINISH FLOOR PASS THRU - ELEVATION (ROOM ONE / ROOM TWO / ROOM THREE) PASS THRU - ELEVATION (DENIM ROOM) DENIM PASS THRU - PLAN O2EAl27CODENM O2EAl27BODENM KIN ;LiP- Mt'1 �!,■ B.O. (E) STRUCTURE +12' -0" A.F.F. T.O. PLYWOOD T.O. DENIM PASS T1-IRU OPENING PLYWOOD SEAM FINISH! FLOOR PLYWOOD BRAKE METAL OPEN TO MEN/WOMEN SALES AREA OO / \ PLYWD FOR EXACT PASS - TIw4RU CONFIGURATION, REFER TO "CONSTRUCTION FLOOR PLAN" * REFLECTED LIGI -ITING PLAN" J Al2.8 PASS THRU ATTACHMENT q" 1' -l0" EQ. (3' -11" MAX.) EQ. (3' --11 MAX.) T1T1 11_1011 Gill \ N, 1 1/2" CENTER PANEL GUT TO TO LENGTH IN FIELD 1/2" \ \ 12" MAX SCRIBE FROM EACH END i `SEAM SEAM N. 7 ` � r MEN'S / WOMEN'S / N. WOOD VENEER N. i \ i N. � \ / N. i N. � N. / N. 7 \ / OPEN 7 SHHOCK: ARCHIT 6130 S. SNBUR(ROAECTS INC. D WESTER :4 614 -545 -4550 h in Z W W � °re w _ a to w0= ¢ N W F W = O h d U 0 U m d W d c w t, a o 0 o U = w q U 2 oh a • •E d m CP 11 W d a ern r4'i w Q_ m il w C 0 0 0. y107 Q_]C 3 W W = C 1 1.1 m o - L ° Ch U = ¢ C ¢ d ° = U O .. H a O W = = J N v va1j�2 0 p 0 La O 0 z W o d a _ r h p N Z - C] u d y a W W UU p l y V z 0 a w 13. Z g 1- U 4 oC a REQUIRED BY: • INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: = o - Cn Ce020 a W t. a 2 0 ° 0 to z m2 as La ..7 F 2 W a U d • O a Z ° W m a VI � d ur w w w fA S =hQO _ HI-- -z h W = W Z Oo W q�C t � i.i a - W 0t7 a 4 — O LI = L, ~ WS ° ci o ° N W 11 — „ � v 1 w W p ...1 h p W N _° O 1- T h O a 0 p .er a 2 O w ^= W O 0 1 m 0 O U U ect O m s J a= to a w s Q U 0 O W hO i ° a31 =-1 ao� • d 2 d 0 W O 0 7 oc�a� 20rTe oin awd z 0 � z Cf. d T Y b O W U WV U ; CE- I— Id 1�ii 0 0 L`-.2 2 ° W = 47 W CC a = L,1 E 6 9 g N Jo en a 4 d a 6 1 fn ,2 ° � $ � 0 Ci WF =0 x V V a 0O 2 W V =1 ? W= U] = W �U4 N a l a d W W N x Q 0 t l O W z z m m O Y W= W = N r 1- y = a= w =c Wa3h, c/ c8 0 a =W 1 C . Utl J ,7 ? ° 2 Z N 'J a 2d a �N 8..5. =3 i 3o E o tw LL, td =011 - 4 U .0 W I 4 0 = Q 0 404 0z - 2w f011 = REVISIONS: MGEilitt eitip 0 0 CU11t PERMIT CENTER 04/18/2008 MH AMH KMM PASS THRU DETAILS CV 000 Ln 01 o — Q Y 00 DO 0_ O Q DATE 05/27/08 DRAWING NUMBER: THIS DETAIL IS FOR REFERENCE ONLY METAL FRAMING W/ 1/4 " -20 x 2 1/2" TEK (WOOD TO METAL) AT 16" O.C. (MAX) EACH DIRECTION. . it MAW / 777//4 LIQUID NAILS BY G.C. 5/8" TYPE 'X' GYPSUM BOARD WALL 5 1/2" 9/16" F.R.T. PLYWOOD $ 1 "X3" F.R.T. WOOD BLOCKING W/ I/4 " -20 x 3 1/2" TEK (WOOD TO METAL) AT I6" O.C. (MAX) EACH DIRECTION. (INSTALL SCREWS THROUGH DRYWALL INTO METAL STUD FRAMING) METAL FRAMING W/ I/4 " -20 x 2 1/2" TEK (WOOD TO METAL) AT 16" O.C. (MAX) 5 1/2" EACH DIRECTION. 10 MIL WOOD VENEER PANELING OVER q /16" F.R.T. PLYWOOD q/16 ", 11/16 ", $ 3/4" F.R.T. PLYWOOD W/ #8 X 1 1/4" LG SCREWS AT 16" O.C. (MAX) EACH DIRECTION. (INSTALL SCREWS AS SLIDE) LINE OF FIELD JOINT FOR EXACT PASS - THRU CONFIGURATION, REFER TO "CONSTRUCTION FLOOR PLAN" * REFLECTED LIGHTING PLAN" SEE STRUCTURAL DRAWINGS FOR FRAMING THIS DETAIL IS FOR REFERENCE ONLY G -3 1/4" CLEAR MIRROR OVER 1/4" F.R.T. PLYWOOD PROVIDED BY G.C. (SEE MIRROR MASTIC SPEC. AND PLYWOOD PAINT SPEC NOTE ON DETAIL L /Al2.9 CUSTOM METAL CHANNEL - BRUSHED STAINLESS STEEL OR STAINLESS NICKEL FINISH USING #6 (1/4 HD) X 2 LONG PHILLIPS BUGLE HEAD SCREWS @ 18" Q.G. MAX (MIN 2) - ACROSS TOP et BOTTOM FRAME # 36" D.C. MAX. - VERTICALLY <<<<<<<4 < <<<\<<< F.D. - REFER TO 10 MIL WOOD VENEER PANELING (1/2" TI -TICK TYP. ) FRENCH CLEAT - 3/4" F.R.T. PLYWOOD - SEE SECTION D /Al2. 3/4" F.R.T. PLYWOOD CONSTR. FLOOR PLAN SEE STRUCTURAL DRAWINGS FOR FRAMING LINE OF FIELD JOINT <<<<<<< <<< 1/8" FRENCH CLEAT - 3/4" F.R.T. PLYWOOD - SEE SEC ION A/AI2.1 3/4" F.R.T. PLYWOOD F.D. - REFER TO CONSTR. FLOOR PLAN F.R.T. WOOD BLOCKING THIS DETAIL IS FOR REFERENCE ONLY -SLIDE IN SLIDE IN - /////7 /77 /77/// / /7/// /„ 7/777/7 A TT / ////////..../.,* ' I; ////////////////////777 1 3/8' FOR EXACT PASS - THRU CONFIGURATION, REFER TO "CONSTRUCTION FLOOR PLAN" $ REFLECTED LIGHTING PLAN" SEE STRUCTURAL DRAWINGS FOR FRAMING SEE STRUCTURAL DRAWINGS FOR FRAMING PASS THRU - DETAIL PASS THRU - JAMB THIS DETAIL IS FOR REFERENCE ONLY SEE STRUCTURAL DRAWINGS FOR FRAMING PASS THRU - JAMB 6" = 1' -0" 02D- Al28L0 -DETL L K THIS DETAIL IS FOR REFERENCE ONL WOOD PASS THRU - PLAN ASSEMBLY 3" = 1' -O" 02D- Al28J0 -DETL FOR EXACT PASS - THRU CONFIGURATION, REFER TO "CONSTRUCTION FLOOR PLAN" * REFLECTED LIGHTING PLAN" SEE STRUCTURAL DRAWINGS FOR FRAMING 3" _1' -0" J PASS THRU - CEILING ASSEMBLY THIS DETAIL IS FOR REFERENCE ONLY FOR EXACT PASS - THRU CONFIGURATION, REFER TO "CONSTRUCTION FLOOR PLAN" * REFLECTED LIGHTING PLAN" SEE STRUCTURAL DRAWINGS FOR FRAMING 3/4" F.R.T. PLYWOOD W/ I/4 " -20 x 3 1/2" TEK (WOOD TO METAL) AT 16" O.G. (MAX) EACH DIRECTION. (INSTALL SCREWS THROUGH 5/8" TYPE 'X' GYPSUM BOARD WALL AND SECURE TO METAL FRAMING) ••• .-\ -F- Fa. 3/4" F.R.T. PLYWOOD AS FRENCH CLEAT W/ I/4 " -20 x 3 II 7/8" / 1/2" TEK (WOOD TO METAL) AT 1 3 /8" 16" O.G. (MAX) EACH DIRECTION. (INSTALL SCREWS THROUGH 5/8" TYPE 'X' GYPSUM BOARD AND SECURE TO METAL FRAMING) 1 1' REFER TO REFLECTED CEILING PLAN LINE OF WOOD PASS -THRU 10 MIL WOOD VENEER PANELING OVER 3/4" F.R.T. PLYWOOD 3/4" F.R.T. PLYWOOD W/ #8 X 1 1/4" LG SCREWS AT 16" D.G. (MAX) EACH DIRECTION. (INSTALL SCREWS THROUGH 3/4" F.R.T. PLYWOOD AS FRENCH CLEAT) 3/4" F.R.T. PLYWOOD AS FRENCH CLEAT W/ 1/4 " -20 x 3 1/2" TEK (WOOD TO METAL) AT 16" O.C. (MAX) EACI4 DIRECTION. (INSTALL SCREWS THROUGH 5/8" TYPE 'X' GYPSUM BOARD AND SECURE TO METAL FRAMING) 5/8" TYPE 'X' GYPSUM BOARD WALL G -3 1/4" CLEAR MIRROR OVER 1/4" F.R.T. PLYWOOD PROVIDED BY G.C. (SEE MIRROR MASTIC SPEC. AND PLYWOOD PAINT SPEC NOTE ON DETAIL L/Al2.q 3 5/8" METAL FRAMING WITH METAL BLOCKING 3/4" F.R.T. PLYWOOD W/ #8 X 1 1/4" LG SCREWS AT 16" O.C. (MAX) EACH DIRECTION. (INSTALL SCREWS THROUGH 3/4" F.R.T. PLYWOOD AS FRENCH CLEAT) 4' -O" A.F.F. T.O. FRENCH CLEAT (VERIFY) 3/4" F.R.T. PLYWOOD AS FRENCH CLEAT W/ I/4 " -20 x 3 1/2" TEK (WOOD TO METAL) AT 16" O.C. (MAX) EACH DIRECTION. (INSTALL SCREWS THROUGH 5/8" TYPE 'X' GYPSUM HOARD AND SECURE TO METAL FRAMING) 3/4" F.R.T. PLYWOOD W/ 1/4 " -20 x 3 1/2" TEK (WOOD TO METAL) AT 16" O.C. (MAX) EACH DIRECTION. (INSTALL SCREWS TI- TROUGH 5/8" TYPE 'X' GYPSUM BOARD WALL AND SECURE TO METAL FRAMING) 3/4" F.R.T. PLYWOOD W/ 1/4 " -20 x 3 1/2" TEK (WOOD TO METAL) AT 16" O.C. (MAX) EACH DIRECTION. (INSTALL SCREWS THROUGH 3/4" F.R.T. PLYWOOD INTO 5/8" TYPE 'X' GYPSUM BOARD AND SECURE TO METAL FRAMING) CUSTOM METAL CHANNEL - BRUSHED STAINLESS STEEL OR STAINLESS NICKEL FINISH USING *t6 (1/4 HD) X 2" LONG PHILLIPS BUGLE HEAD SCREWS • 18" MAX (MIN 2)- ACROSS TOP 4 BOTTOM FRAME $ 36" O.C. MAX. - VERTICALLY 01 -011 A.F.F. FINISH FLOOR 10 MIL WOOD VENEER PANELING OVER 3/4" F.R.T. PLYWOOD SCRIBE BASE 01/05/07 WOOD PASS THRU - SECTION ASSEMBLY 3 " -1' -0" THIS DETAIL IS FOR REFERENCE ONLY 3" : 1' -0" 02S- Al28C0 -CASM FOR EXACT PASS - THRU CONFIGURATION, REFER TO "CONSTRUCTION FLOOR PLAN" * REFLECTED LIGHTING PLAN" p i 1 3/8" r m 11 7/8" V m N l 1 3/4" F.R.T. PLYWOOD AS FRENCH CLEAT W/ #8 X 2 1/4" LG SCREWS AT 16" O.C. (MAX) EACH DIRECTION. (INSTALL SCREWS THROUGH 5/8" TYPE 'X' GYPSUM BOARD AND SECURE TO METAL FRAMING) REFER TO REFLECTED CEILING PLAN LINE OF WOOD PASS -THRU 10 MIL WOOD VENEER PANELING OVER 3/4" F.R.T. PLYWOOD 3/4" F.R.T. PLYWOOD W/ #8 X 1 1/4" LG SCREWS AT 16" O.C. (MAX) EACH DIRECTION. (INSTALL SCREWS THROUGH 3/4" F.R.T. PLYWOOD AS FRENCH CLEAT) 3/4" F.R.T. PLYWOOD AS FRENCH CLEAT W/ 1/4 " -20 x 3 1/2" TEK (WOOD TO METAL) AT 16" O.G. (MAX) EACH DIRECTION. (INSTALL SCREWS THROUGH 5/8" TYPE 'X' GYPSUM BOARD AND SECURE TO METAL FRAMING) 3 5/8" METAL FRAMING WITH METAL BLOCKING NAILS PROVIDED BY G.C. 10 MIL WOOD VENEER PANELING OVER 3/4" F.R.T. PLYWOOD 5/8" TYPE 'X' GYPSUM BOARD WALL 3/4" F.R.T. PLYWOOD W/ 1/4 " -20 x 3 1/2" TEK (WOOD TO METAL) AT 16" O.C. (MAX) EACH DIRECTION. (INSTALL SCREWS THROUGH 5/8" TYPE 'X' GYPSUM BOARD WALL AND SECURE TO METAL FRAMING) 4 -0" A.F.F. T .O. FRENCH CLEAT (VERIFY) 3/4" F.R.T. PLYWOOD W/ #8 X 1 1/4" LG SCREWS AT 16" O.C. (MAX) EACH DIRECTION. (INSTALL SCREWS THROUGH 3/4" F.R.T. PLYWOOD AS FRENCH CLEAT) 3/4" F.R.T. PLYWOOD AS FRENCH CLEAT W/ I /4 " -20 x 3 1/2" TEK (WOOD TO METAL) AT 16" O.G. (MAX) EACH DIRECTION. (INSTALL SCREWS THROUGH 5/8" TYPE 'X' GYPSUM BOARD AND SECURE TO METAL FRAMING) 3/4" F.R.T. PLYWOOD W/ 1/4 " -20 x 3 1/2" TEK (WOOD TO METAL) AT 16" O.C. (MAX) EACH DIRECTION. (INSTALL SCREWS THROUGH 5/8" TYPE 'X' GYPSUM BOARD WALL AND SECURE TO METAL FRAMING) 10 MIL WOOD VENEER PANELING OVER 3/4" F.R.T. PLYWOOD 3/4" F.R.T. PLYWOOD W/ 1/4 " -20 x 3 1/2" TEK (WOOD TO METAL) AT 16" O.C. (MAX) EACH DIRECTION. (INSTALL SCREWS THROUGH 3/4" F.R.T. PLYWOOD INTO 5/8" TYPE 'X' GYPSUM BOARD AND SECURE TO METAL FRAMING) NAILS PROVIDED BY G.C. LINE OF FIELD JOINT - SEE ELEV. 0 A.F.F. FINISH FLOOR SCRIBE BASE 01/05/07 WOOD PASS THRU - SECTION ASSEMBLY 3" : 1' -O" SHREMSHOCKARCHITECTS, INC. 6130 S. S ROAD WESTERV, . 614 -545 Co ii gj mlYlm /� JC REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: LrANcE INDICATES NO REVISION TO THIS SHEET RCAnD P JUN 1 6 2888 � REVISIONS: RECEIVED JUN 0 6 2008 PERMIT CENTER N 0 CO LO rn ao Da o_ 0 0 DATE 05 /27/08 04/18/2008 MH AMH KMM WOOD PASS THRU DETAILS DRAWING NUMBER: DESCRIPTION GENERAL CONTRACTOR TO INFORM OWNER IF LAVATORY INCREASES IN SIZE OTHER THAN WHAT IS 51-1O141 TO ME HANDICAP REQUIREMENTS. GRAB BARS: 1 1 -2" DIAMETER METAL GRAB BARS (REFER TO DETAIL D- 4/A13.1) MUST COMPLY WITH LOCAL AND STATE CODES 5 -0" HANDICAP TURNING DIAMETER TO BE PROVIDED IN HANDICAP LAVATORIES. HEAVY LINE INDICATES EXTENT OF F.R.P. [SF -1], ON WALL: 36" ABOVE TOP OF SERVICE SINK AND 12" (MIN.) BEYOND EACH SIDE OF SINK. CAULK AT F.R.P. /SINK AND SINK/FLOOR WITH WHITE SILICONE CAULK. MOPSINK STORAGE SHELVES: GENERAL CONTRACTOR TO FURNISH AND INSTALL (5) 16' DEEP ADJUSTABLE ® MELAMINE SHELVES LAVATORY STORAGE Sl- {ELVES: G.C. TO FURNISH AND INSTALL (3) 14" DEEP ADJUSTABLE MELAMINE SHELVES TO ® BE 30" LONG WITH CLIPPED CORNERS. F.R.P. * SCREEN MOLDING SIDES FROM FINISHED 0 48" A.F.F. A ON FLOOR 32" x 48" MINIMUM CLEAR FLOOR SPACE CENTERED UNDER LOW DRINKING FOUNTAIN UNIT H 0 DRINKING FOUNTAI HI -LO DRINKING FOUNTAIN PROVIDE I-11-LO DRINKING FOUNTAIN ONLY IF REQUIRED BY CODE. IF THE DRINKING FOUNTAIN IS LOCATED IN THE PATH OF TRAVEL, A TEXTURED AREA 1' -0" AROUND THE FOUNTAIN, CLEARLY IDENTIFIABLE. BUBBLER IS TO BE ACTIVATED BY A HANDICAP PUSH BAR ON FRONT FACE OF UNIT. HI /LO DRINKING FOUNTAIN LETTERS AND NUMBERS SHALL BE RAISED 1/32 ", UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE AND SI -(ALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGHER THAN 2 ". PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAMS. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BEE 6" MIN. IN HEIGHT. 2. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE 15 NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS 514ALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT SHALL BE 60" A.F.F. TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION FOR SUCH SIGNAGE SHALL BE SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. 3 TOILET ROOM DOOR SYMBOL SHALL BE IN CONTRASTING COLOR. ACCESSIBLE SIGNAGE GENERIC ELEVATION AS NOTED 1 1/2" MIN. AND MAX. GRAB BAR NOTES: WALL SIGNAGE DOOR MOUNTED SIGNAGE WALL FINISH MATERIAL CUT AROUND MIRROR W/ RAIL SYSTEM -LO DRINKING FOUN IN GRAB BARS SHALL NOT ROTATE AND THERE ARE TO BE NO SHARP, OR ABRASIVE ELEMENTS ON OR ADJACENT TO THEM. EDGES ARE TO HAVE A MINIMUM OF 1/8" RADIUS. GRAB BAR BACKING AND ATTACHMENT SHALL BE CONSTRUCTED FOR A 250 POUND POINT LOAD. MUIEEMEI 023A131J2DRNK SINK NOTES: WOMEN AS NOTED TYPICAL EMPLOYEE TOILET ROOM ELEVATIONS 02EA131HOSIGN GENERIC ELEVATION INSULATE OR COVER ALL HOT WATER AND DRAIN PIPES UNDER SINKS. NO SHARP OR ABRASIVE SURFACES ALLOWED UNDER SINKS. FAUCET CONTROLS AND OPERATING MECHANISMS MUST BE EASILY OPERATED BY ONE HAND AND MUST NOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE NEEDED TO ACTIVATE CONTROLS SHALL NOT EXCEED 5 LBS. FOR LEVER OPERATED OR 15 LBS. FOR PUSH TYPE. 4" (MAX.) 4 - 0" A.F.F. T.O. WAINSCOTT METAL TRIM PROVIDE CONTINUOUS COVE STRIP VINYL TILE WATERPROOF MEMBRANE UNDER VINYL TILE AND UP WALL 6" /8" TYPE 'X' GYPSUM BOARD WALL " A.F.F. T. PARTITION AND ` ILE 5/8" CEMENT BACKERBOARD ASE DTL. CERAMIC TILE WAINSCOT FLUSH HANDLE MUST BE ON "OPEN" SIDE OF WATER CLOSET FINISHES FINISH THIS TOP NC STAGGE EL (E) SUB FLOOR GENERIC ELEVATION 36" 17 "- 9' TO TOP OF TOILET MAX. SEAT TYPE 1: WHEN TOILET ROOM DOOR OPENS INTO SALES AREA, OR IS REQUIRED BY TENANT CRITERIA OR CODE.. DETAILS B AND E. O2DA131FOBASE F 02DA131E2BASE DASHED LINE INDICATES TOP OF WALL TILE OR/AND F.R.P. USE TILE ONLY IF REQUIRED BY LOCA BUILDING AUTHORITIES AD r- STRAGGED TILE • I (3) SIDES FROM FINISHED FLOOR TO 48" A.F.F. AT PUBLIC ACCESSIBLE DRINKING FOUNTAINS THAT ARE VISIBLE FROM THE SALES FLOOR S CONN JULIUS APPROVED L 1 1/4" DIA. ALUM. OR RAIL SYSTEM BY M 4: CO., INC. OR QUAL PROVIDE SOLID BLOCKING FOR CONNECTION TO WALL. SEE DETAIL /Al2.5 SEE FINISH PLAN 1111 iuui s' -0 A.F.F B.O. CEILING T.O. WAINSCOT 0 -0" A.F.F. FIN I Sl-{ FLOOR WAINSCOT ELEVATION (F.R.P. OR SIM.) 42" (MIN). 1 1_ 8 0 TYP. PLAN VIEW REFER TO 'DOOR SCHEDULE' FOR HARDWARE REQUIREMENTS MOP SINK AREA WALL STANDARDS @ 24" D.G. PLAN VIEW THIS PLAN IS FOR REFERENCE ONLY AREA ADJACENT TO MOP SINK (WHERE APPLICABLE) THESE PLANS ARE FOR FIXTURE AND GRAB BAR ILLUSTRATIONS; FOR EXACT ROOM SIZES, CONFIGURATIONS AND DOOR SWINGS - REFER TO THE "CONSTRUCTION PLAN ". S' -0" A.F.F. S.O. CEILING T.O. PARTITION AND TILE CLOTHING HOOK: GENERAL CONTRACTOR TO PROVIDE AND INSTALL A CLOTHING HOOK MOUNTED AT 44" A.F.F. TO 0 BE ALUMINUM FINISH, NO. 500D BY BUILDERS BRASS WORKS (OR EQUAL) MOUNTED TO SOLID IN -WALL BLOCKING. GLASS MIRROR: 18" X 36" X 1/4" PLATE GLASS MIRROR (ALL EDGES OF MIRROR TO RECEIVE SLIGHTLY CURVED ® EDGE WITH SMOOTHED OR POLISHED FINISH) W/ TOP * BOTTOM "J" CHANNEL (SET MIRROR IN FULL BED OF MASTIC) PROVIDED * INSTALLED BY G.G. MOUNT BOTTOM OF MIRROR AT 40" A.F.F. 4 CENTER ABOVE SINK, REF. TO I-I/A13.4 FOR MOUNTING SPECIFICATIONS. GLASS MIRROR: 18" X 36" X 1/4" PLATE GLASS MIRROR (ALL EDGES OF MIRROR TO RECEIVE SLIGHTLY CURVED ® EDGE WITH SMOOTHED OR POLISHED FINISH) W/ TOP $ BOTTOM "J" CHANNEL (SET MIRROR IN FULL BED OF MASTIC) PROVIDED 4 INSTALLED BY G.C. CENTER 4 MOUNT ON LAVATORY SIDE OF DOOR WITH TOP /MIRROR @ 70" A.F.F., REF. TO M/A13.4 FOR MOUNTING SPECIFICATIONS. CORNER GUARDS: PREFINISNED METAL CORNER GUARDS OWNER SUPPLIED 4 INSTALLED BY G.G. MOUNT BOTTOM TOILET PAPER HOLDER: 2 3/4 "H X 6 1 /8 "L CHROME (18 GA. STEEL) SELF LOCKING SINGLE ROLL HOLDER 4 1/2" FROM WALL. BOBRICK MODEL #B -264 OR APPROVED EQUAL. PAPER TOWEL HOLDER: 13 1 /4 "W X 3 "L X 4 3/4 "D WHITE ENAMEL OR METAL KITCHEN ROLL -TYPE HOLDER. BOBRICK MODEL # B -253 OR APPROVED EQUAL 1/2 "_1'_O" SHREMSHOCK ARCHITECTS, INC. 6130 S. lC R ' ROAD WESTER. . `. ...:. AID 614-5454,, CD ~ 2 ° 4 O a o v ce = r O 15 d 6-5 r x vn a o U =VI- a C ▪ O U DC m d D cna 49 a ° °O e5 z v z ° CD 6 N 2 W z D C ~ O 1.-1 p m C F a O N W a • -CD C 1 Syr w E: ce C • C j , X q _ . W m C -- W = I- ~ S vw zr s "a • ozo ' a O W i Ltd cn en. • P az 2 O S 0 2 C-9 La • ? a M O Q m y W w 4 W U REVISIONS: i INDICATES NO REVISION TO THIS SHEET TOILET ROOM RECOI /Ft) dill n 8 2nfh DRAWING NUMBER: N 0 CO Ir) co co I-- T (; i)alicTON j W I0 CC 0- w uJ 05/27/08 DATE ISSUED: 04/18/2008 DESIGNED BY: M H DRAWN BY: AMH CHECKED BY: KMM FRICTION -TYPE MOP HOLDER: SINGLE AND DOUBLE STRIP - 5 "H X 46 "L STAINLESS STEEL, SATIN FINISH, SPRING LOADED RUBBER CAMS THAT GRIP HANDLES 7/8" TO 1 1/4" IN DIAMETER AND HOLD MOPS) 3 1/4" FROM WALL ('S HOOKS INDIVIDUALLY PACKED). BOBRICK MODEL #B -223 OR APPROVED EQUAL. FRICTION -TYPE HOSE HOLDERS: MOUNT AT 12" A.F.F. SEAT COVER DISPENSER: VERIFY LOCAL CODE OR ORDINANCE. BABY CHANGING TABLE: (FOR PUBLIC RESTROOM ONLY) "KOALA" DIAPER CHANGING STATION (CREME FINISH), REFER TO MFR. SPEC FOR UNIT FASTENING. MOUNTING HEIGHT TO BE ADA COMPLIANT. ELECTRIC HAND DDRYER: (FOR PUBLIC RESTROOM ONLY) "AMERICAN DRYER ". MODEL #DR1OTN. WHITE ENAMEL FINISH. REFER TO MFR. SPEC FOR UNIT FASTENING. MOUNTING HEIGHT TO BE ADA COMPLIANT. WATER CLOSET: SEE PUMBING DRAWINGS SINK: SEE PUMBING DRAWINGS MOPSINK: SEE PUMBING DRAWINGS TOILET ROOM KEYNOTES 02NA131LONOTE ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED AS REQUIRED AND BE VISIBLE FROM APPROACHING PEDESTRIAN WAYS. OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. LEVER OPERATED MECHANISMS, PUSH -TYPE MECHANISMS, AND U- SHAPED HANDLES ARE ACCEPTABLE DESIGNS. HARDWARE FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED NO HIGHER THAN 48" A.F.F. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE BETWEEN 30" AND 44" A.F.F. MAX. EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBF FOR INTERIOR DOORS OR 8 1/2 LBS FOR EXTERIOR DOORS. FIRE DOORS MAY BE REQUIRE A MAX EFFORT OF 17 LBS. . EACH SIDE OF AN ENTRANCE SHALL BE LEVEL WITH AN AREA IN THE DIRECTION OF THE DOOR SWING OF AT LEAST 60" AND A LENGTH OPPOSITE THE DIRECTION OF THE DOOR SWING OF 44" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. . FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" FROM THE THRESHOLD OF THE DOORWAY WITH A SLOPE NO GREATER THAN 1:2. FLOORS TO BE SLIP RESISTANT. . IF THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. HEIGHT OF CLOTHING HOOKS 51-IALL NOT BE GREATER THAN 48" FROM THE FLOOR. THE STRUCTURAL STRENGTH OF GRAB BARS, SEATS, FASTENERS, AND MOUNTING DEVICES SHALL BE ABLE TO W ITHSTAND 250 LBF POINT LOAD, BEARING, 51-1EAR, AND TORSION. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. G.C. TO PROVIDE IN -WALL BLOCKING FOR ALL GRAB HAR LOCATIONS. WATER CLOSET FLUSH VALVE SHALL BE LOCATED ON THE WIDE SIDE OF TOILET (EXCEPT TANK TYPE) THE FORCE REQUIRED TO ACTIVATE THE FLUSH VALVE SHALL BE 5 LBF 10. FAUCET CONTROLS AND OPERATING MECHANISM (SEE NOTATION #2 ABOVE). 11. SELF - CLOSING VALVES TO REMAIN OPEN FOR AT LEAST 10 SECONDS. 12. HOT WATER PIPES UNDER LAVATORY SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORY. 13. DRINKING FOUNTAIN SHALL CONFORM TO REQUIREMENTS OF THE AMERICAN DISABILITIES ACT -1g92. SEE 14. ALL REQUIRED DOORWAYS SHALL BE 3' -0" x 6' -8" (MINIMUM). 15. FLOORS TO BE SLIP - RESISTANT. 16. LAVATORIES ADJACENT TO WALL SHALL BE CENTERED 18" MIN. FROM SIDEWALL WITH RIM OF COUNTER NO HIGHER THAN 34" FROM FINISH FLOOR. HANDICAP CONSTRUCTION NOTES FITTING ROOM DOOR HEAD MP. I KIX s1.;14_1 as FITTING ROOM HANG BAR 141 ':Y }'te,] [ FITTING ROOM DOOR JAMB BIN II E { }a'IsrrE I I 02SA132BOFTRM SEE A03.1 FOR CEILING TYPE 5/8" GYPSUM HOARD ON 3 5/8" METAL STUDS @ 16" O.C. (2) 3 5/8" METAL STUDS W/ PLYWOOD FLITCH PLATE 5/8" GYP.BD. ON 3 5/8" METAL STUDS @ I6" O.C. FITTING ROOM ALCOVE NOTE: PROVIDE CLEAR SILICONE SEALANT AT ALL ACCESSORIES INCLUDING MIRRORS, LIGHTS, HANG BARS AND BASE. FITTING ROOM SECTION NOTE: PROVIDE WHITE CAULK AT FRAME PERIMETER AND GYPSUM BOARD PREFAB. * PREFIN. HEAD ASSEMBLY - STOP AND INSIDE TRIM SHIP LOOSE FIT FOR FIELD INSTALLATION AFTER FRAME 15 ANCHORED/PLUMBED.INSTALL W/ CONSTRUCTION ADHESIVE - DO NOT USE FACE NAILS. M I RROR 1 " =1' -0" 02SA132LOFTRM 1/2" GYP.BD. +8' -O" A.F.F. B.O. (N) CLNG (2) 3 5/8" METAL STUDS W/ PLYWOOD FLITCH PLATE IS , +7' -0" A.F.F. T.O. OPENING T .O. MIRROR SEE A03.1 FOR CEILING TYPE +5' -10" A.F.F. T .Q. DOOR 1-I0OK AILS' A.F.F. G.O. HANG RAI L PREFABRICATED HANG RAIL HY OWNER FITTING ROOM SECTION EQ C HANGBAR EQ. SEE CONSTRUCTION PLANS IN WALL BLOCKING REQUIRED SEE A00.3 PROVIDED BY G.G., T1 SEE HANG BAR SECTION ABOVE FOR ATTACHMENT PROVIDED BY G.C. IN -WALL BLOCKING REQUIRED. REFER TO N.T.S. 02SA132HOFTRM SECTION FITTING ROOM SECTION I I /2 "-. 2' -5 3/4" DOOR / 2' —G" FIN. OPN'G 2' -11 3/4 DOOR / 3' -1/2" FIN. OPN'G (@ HCFR) SEE CONSTRUCTION PLANS 1/2" DRYWALL ON INSIDE WALL 5/8" DRYWALL 4' - 6" OR 5' - 3" 3" SCREW PREFAB. * PREFIN. DOOR, JAMB /HEAD ASSEMBLY - STOP AND INSIDE TRIM SHIP LOOSE FIT FOR FIELD INSTALLATION AFTER FRAME IS ANCHORED/PLUMBED. INSTALL W/ CONSTRUCTION ADHESIVE - DO NOT USE FACE NAILS. B.D. (N) CLNG +7' - 0" A.F.F. T.O. OPEN I Na +6' --4" A.F.F. T .O. MIRROR 2) 3 5/8" METAL STUDS W/ PLYWOOD FLITCH PLATE 3" PAINTABLE ADHERED WALL STOP, COORDINATE LOCATION WITH HARDWARE IMPACT LOCATION 02SA132EOFTRM FITTING ROOM SECTION PREFAB. MIRROR PREFAB. HANG RAIL BLOCKING AS REQUIRED C DOOR EQ. I. EQ. NOTE: G.G. TO APPLY SMALL CONTINUOUS BEAD OF CLEAR SILICONE ON BACK OF DOOR TRIM BEFORE INSTALLING — HOLD BEAD APPORXIMATELY 1/2" IN FROM OUTSIDE EDGE. WIPE OFF ANY EXCESS SILICONE IMMEDIATELY AFTER INSTALLATION (THIS IS ACCOMPLISHED TO PREVENT THE 14IDING OF PRICE TAGS) 3' -0 I/2" ROUGH OPENING (*j : — THIS PLAN IS FOR REFERENCE ONLY THESE PLANS ARE FOR FIXTURE AND GRAB BAR ILLUSTRATIONS; FOR EXACT ROOM SIZES, CONFIGURATIONS AND DOOR SWINGS — REFER TO THE "CONSTRUCTION PLAN'. tr. FOR (t,ir: COMP CE JUN 1 6 2008 Ei d W Q aL1 Q 7 v] N C w nwF w U 0 V • ice L.- Y ■ 0. Ow a oC VI p VI . 0°° ci z wa , - W - .. V1 _- Z Z Q Z a a O W p S d y y N EL 8 12 EL W ��V] . • O W y� r W °¢ii W y w m a W [A 01-7-1 = C .. r a.. � ^ : ° a o L N Q a W = d J Q M v Vf W K = a a = g s �. QF a w 2C C. Q . F o L= W 6 REQUIRED BY: C:) INDICATES NO REVISION TO THIS SHEET RECEIVED .II III f1 6 ?nn PERMIT CENTER DATE ISSUED: 04/18/2008 DESIGNED BY: MH DRAWN BY: AMH CHECKED BY: KMM FITTING ROOM (TYP.) DRAWING NUMBER: N 0 00 Y co aD O p I— U w 0 Ir w 05/27/08 5/8" GYPSUM BOARD ON 3 5/8" METAL STUDS @ 16" D.G. +8 -0" A.F.F. B.O. (N) CLNG (2) 3 5/8" METAL STUDS W/ PLYWOOD FLITCH PLATE +7' - 0" A.F.F. B.O. OPENING +6' -4" A.F.F. T.O. MIRROR +5 -10" A_F.F_ T. DOOR 1-400K MIRROR (WALL MOUNTED) 1 3/4" SOLID CORE WOOD DOOR W/ HARDWARE EQ. k EQ. CEILING TYPE c. MIRROR 24" 1 NOTE: PROVIDE CLEAR SILICONE SEALANT AT ALL ACCESSORIES INCLUDING MIRRORS, LIGHTS, WANG BARS AND BASE SEE A03.1 FOR 51 - 311 HANDICAP FITTING ROOM SECTION ELEVATION @ FITTING ROOM PASS THRU 1 ",1' -0" 02SA133LOHCFR L FITTING ROOM 1/2" PLYWD. EXTENDS TO FINISH FLOOR WITHIN PASS -THRU 0 1 _ x 11 FINISI4ED FLOOR B -1 P -2 V/ DENIM SALES AREA WD - 1 1/2 " =1' -0" I+a Kk1 :01 K f WAIN EL i i 1 7 1/2" 2'_6" TYP_ 4' -0" 2' -'1" HANG BAR 1ND-2 PROVIDED HY C.C., TYP. 71 _ 7 1/2" #10 x 2 1/2" LONG ti WOOD SCREWS @ 16" O.C., PREDRILLED COUNTERSINK AS REQUIRED m SEE A03.1 FOR CEILING TYPE PREFABRICATED 1-IANG RAIL 8' -0" A.F.F. 6' -4" A.F.F. T.O. MIRROR REF. TO M /Al2.5 FOR GRAB BAR BLOCKING 2' - c1" A.F.F BENCH, SCRIBE TO WALL 1/4 " -14 x 3" HWH FASTENERS PREDRILLED 4 COUNTERSINK AS REQUIRED, REF. M /Al2.5 FOR BLOCKING DETAIL NOTE: G.G. TO CAULK PERIMETER OF BENCH AT REVEAL WITH A SMALL CONTINUOUS CLEAR CAULK. WIPE OFF ANY EXCESS CAULK IMMEDIATELY AFTER INSTALLATION. HANDICAP FITTING ROOM SECTION LINE OF PLYWD. /GYP. BD. CEILING TRANSITION ABOVE DENIM CABINET FITTING ROOM PASS THRU 1/2" PLYWD. EXTENDS TO FINISH FLOOR WITHIN PASS -THRU ND MITRED CORNERS - U.O.N. i B -1 BASE BUTTS INTO WD -3 BASE ALIGN EDG OF PLYWOOD WITH FACE OF GYP. BD. • + i ENLARGED PLAN AT FITTING ROOM PASS THRU 1 " =1' -0" O2SA133HOHCFR 3 " =1' -0" II :Li E: }IeIs1 [14 1 G 4 i at-o" A.F.F. SEE A03.1 FOR CEILING TYPE 7 - O" A.F.F. 5/8" GYPSUM BOARD ON 3 5/8" METAL STUDS @ 16" O.C. I -3/4" TI-K. SOLID CORE WOOD DOOR W/ HARDWARE SOLID WOOD FRAME REF. TO M /Al2.5 FOR GRAB BAR BLOCKING 2' - q" A.F.F. BENCH, SCRIBE TO WALL 1/4 " -I x 3" 1-1WH FASTENERS PREDRILLED COUNTERSINK AS REQUIRED, REF. M/Al2.5 FOR BLOCKING DETAIL 2X4 F.R.T. WOOD BLOCKING PROVIDED INSTALLED BY G.G. MI /\ 3 - 6 11 #10 x 2 /2" LONG WOOD SCREWS @ 16" O.C., PREDRILLED COUNTERSINK AS REQUIRED / 5/8" GYPSUM BOARD ON 3 5/8" METAL STUDS @ 16" O.C. N / / / N N N / N Ln / 0 N N / / / N N / N N / / N N / / 4 " — y 1 � ED "7E_ F iwppRO ED JllN Ci V Of Tukwila kp .SION \ 2 1/2" N 60" X 60" ACCESSIBILITY SQUARE FOR CA STORE ONLY ROUGH OPENING 1 1_ 0 " MIN. C -. I ■ 5 -0" SQ. FOR CALIFORNIA MIN. CUR. PREFAB. WANG 13AR BLOCKING AS REQUIRED 2X4 F.R.T. WOOD BLOCKING PROVIDED 4 INSTALLED BY G.C. 3 5/8" METAL STUDS @ 16" O.C. WITH 5/6" TYPE "X" GYPSUM BOARD EACH SIDE HANDICAP FITTING ROOM SECTION ENLARGED HANDICAP FITTING ROOM PLAN (TYP) 1 ".1' -0" O2SA133BOHCFR 3/4 "e1' -0" B NOTE: G.G. TO APPLY SMALL CONTINUOUS BEAD OF CLEAR SILICONE ON BACK OF TRIM BEFORE INSTALLING - HOLD BEAD APPROXIMATELY 1/2" IN FROM OUTSIDE EDGE. WIPE OFF ANY EXCESS SILICONE IMMEDIATELY AFTER INSTALLATION (THIS IS ACCOMPLISHED TO PREVENT THE HIDING OF PRICE TAGS) SHREMSHOCK 6130 S $ WESTER 614 -545- 0 _ Q ;II r W Q Y 2 W O W w V W C i7 till V °� N ° 11 4; w Q O ° m = r c s .,,, v °O o x ▪ x 0 0 g 0, wa x �g a � �� _I !-:- • ° S C L, q 0 C s C.( 1 v v d0o r ' .i N C, w = = O N H• V y L. ci cm °- = Q ° CD a m 00 � W IY a¢0 0 q � -cn0 = it 5 W =- 0 == <4 a E u, m Uw O = O w , a . m = V Q O a �0 ▪ MO O y,� U =° L7 d S Ce (::9)- x ~a C7 47� ° N J 0 ! Y J L O l'.51 W a O 0 � 0 Ln n b V3J a O W W = 6 =ti � � � � U 2 ¢¢¢¢¢ W S a ? [j � w U w O F- a W • '- .JI o. ¢ 6 L. W m h Q v W OW == ° W W a VI q . 0 W c] IA 01 O lE x Z 0 = 2 = c " a Oz a r~ 2 5 W°° o a 22 m • a - E ° a , F W Y w= d W C O 3 m U m yy CC O L] J W H d it 8n 0 0 0 a a ' e w C- Q CO p CO (/d 3 W Z ■■I w v a u. am LLJ ELC O tri W /� --J C REQl11RED BY: ARCHITECTS, INC. ROAD 3 081 uJ z C) I REVISIONS: JUN U0 Ca PERMIT CENTER * INDICATES NO REVISION TO THIS SHEET 1 DRAWING NUMBER: (N 0 CO u7 rn — o 00 OD CL oo W Z 0- 0 D V) o I-- W rx 0 0 W DATE 05/27/08 DATE ISSUED: 04/18/2008 DESIGNED BY: MH DRAWN BY: AMH CHECKED BY: KMM FITTING ROOM (H/C ACCESS) INSTALL #6 GA. DIA. X 1 -5/5" COUNTER SUNK BUGLEHEAD SCREWS @ PRE - DRILLED LOCATIONS. 3 EA. AT TOP AND BOTTOM FRAME 16 GAUGE STAINLESS TEELMIRROR FRAME WITH URN CK PLYWOOD IRROR N PLYWOOD, STALLATION E IN THIS SOLID BLOCK! 5/8" B 1/4" CLEAR MIRROR MASTI PRIMED PRIOR TO OF MIRROR- SEE DETAIL FOR MASTIC * PRIMER SPECS PRE - ASSEMBLED MIRROR FRAME NEOPRENE SETTING BLOCK SECTION BASE, SEE SCHEDULE 5/8" BLACK PLYWOOD CLEAR GLASS ROR OUNTING DETAIL (W/ METAL FRAME) 2 -0 1/2" 1/4" THICK CLEAR GLASS MIRROR MOUNTED W/ MASTIC ON PRIMED GYP. BD. W/ BRUSHED METAL FRAME CL �CIC / 777777 / /// /7_ TT7T!! /!TI.T / " /r77jrTTT! ACH PLYWOOD TO SOLID LOCKING WITH # 6 GA DIA X 1 5/8" BUGLE HEAD SCREWS @ 24" O.C. EACH WAY MIRROR MASTIC SPEC PALMER "MIRRO- MASTIC "; PALMER PRODUCTS CORP. (502) 893 -3665 OR (800) 431 -6151 / FAX (502) 895 -9253 GYP / PLYWOOD PAINT SPEC PALMER "MIRROR- MASTIC BOND "; PALMER PRODUCTS CORP. (502) 593 -3665 OR (800) 431 -6151 / FAX (502) 895 -9253 1" x 1 1/8" COUNTER SUNK 14 GA. STEEL ANGLE TOP 1-MOLD: C.R. LAURENCE CO. INC., 1/4" DEEP NOSE "J" CHANNEL (CATALOG NUMBER D645P POLISHED FINISH) (800)421 -6144 /FAX (800)262 -3299. J- CHANNELS FORMED WITH FRONT LEG AND BACK LEG NOT LESS THAN 5/8" AND 1- 3/16" IN HEIGHT, RESPECTIVELY. MIRROR MASTIC: PALMER PRODUCTS CORP., "MIRRO- MASTIC ", (502) 893 -3668, (800)431 -6151, FAX (502) 895 -9253. (1:: TOP TRIM 1/4" CLEAR MIRROR NEOPRENE SETTING BLOCK BOTTOM J- MOLD: C.R. LAURENCE CO. INC., 1/4" STANDARD "J" CHANNEL (CATALOG NUMBER D636P POLISHED FINISH), (800)421 -6144, FAX (800)262 -3299. J- CHANNELS FORMED WITH FRONT LEG AND BACK LEG NOT LESS THAN 3/8" AND 7/5" IN HEIGHT, RESPECTIVELY. BOTTOM TRIM a I 7 o i rte. m cn 10 -16 X 1" LONG #2 PHILLIPS PANCAKE SCREWS #3 @ 6" D.C. HOLLOW METAL DOOR - REFER TO DOOR SCHEDULE 10 -16 X 1" LONG #2 PHILLIPS PANCAKE SCREWS #3 @ 6" O.C. MOUNTING DETAIL AT DOOR 6" =1' -0" 02DA134MOMNTG FULL O2DA134LOMNTG 3/4 " =1' -O" ��Ya Ti Ect!;411,';II :1: M L MIRROR INSTALLATION INSTRUCTIONS. 1. INSTALL METAL BLOCKING TO METAL STUD FRAMING - REFER TO IN -WALL BLOCKING DETAILS 2. INSTALL G.W.B. OVER ROUGH FRAMING. 3. INSTALL TOP 4 BOTTOM 'J' CHANNEL W/ #6GA X 1 5/5" LONG BUGLE HEAD SCREWS @ 6" O.C. - NO EXCEPTIONS. 4. INSTALL NEOPRENE SETTING BLOCK IN BOTTOM J- CHANNEL. S. INSTALL 1/4" MIRROR GLASS WITH MASTIC. WALL NOTE: ANY MIRROR INSTALLATIQN WHERE EITWER THE TOP AND /OR BOTTOM J- CHANNEL IS NOT MECHANICALLY FASTENED WILL NOT BE ACCEPTED. MIRROR INSTALLATION INSTRUCTIONS. 1. 10 -16 X 1" LONG #2 PHILLIPS PANCAKE SCREWS @ 6" O.C. 2. INSTALL NEOPRENE SETTING BLOCK IN BOTTOM J- CHANNEL. 3. INSTALL 1/4" MIRROR GLASS WITH MASTIC. DOOR ASSEMBLY DETAILS TOP J -MOLD: C.R. LAURENCE CO. INC., 1/4" DEEP NOSE "J" CHANNEL (CATALOG NUMBER D645P POLISHED FINISH) (800)421- 6144/FAX (800)262 -3249. J- CHANNELS FORMED WITH FRONT LEG AND BACK LEG NOT LESS THAN 5/8" AND 1- 3/16" IN HEIGHT, RESPECTIVELY. MIRROR MASTIC ON DRYWALL, PRIMED PRIOR TO INSTALLATION OF MIRROR- SEE NOTE IN THIS DETAIL FOR MASTIC * PRIMER SPECS TOP TRIM 1/4" CLEAR MIRROR NEOPRENE SETTING BLOCK BOTTOM J -MOLD: C.R. LAURENCE CO. INC., 1/4" STANDARD "J" CHANNEL (CATALOG NUMBER D636P POLISHED FINISH), (500)421 -6144, FAX (800)262 -32%1. J- CHANNELS FORMED WITH FRONT LEG AND BACK LEG NOT LESS THAN 3/8" AND 7/6" IN HEIGHT, RESPECTIVELY. CO BOTTOM TRIM REFER TO L/Al2.5 FOR BLOCKING DETAIL CO # 6GA. DIA. X 1 5 /5" LONG PHILLIPS BUGLE HEAD SCREWS @ 6" O.C. MIRROR MASTIC SPEC PALMER "MIRRO- MASTIC "; PALMER PRODUCTS CORP. (502) 893 -3665 OR (800) 431-6151 / FAX (502) 895 -9253 GYP / PLYWOOD PAINT SPEC PALMER "MIRROR- MASTIC BOND"; PALMER PRODUCTS CORP. (502) 593 -3665 OR (500) 431 -6151 / FAX (502) 895 -9253 z E # 6GA. DIA. X 1 5/5" LONG PHILLIPS BUGLE HEAD SCREWS @ 6" O.C. FITTING ROOM MIRROR MOUNTING DETAIL W/ J MOLD MIRROR ELEVATIONS (W/ J MOLD) N.T.S. 02DA134JOMNTG 6 ":1' -O" 02DA134HOMNTG 1-12 2 1/4" THICK CLEAR GLASS MIRROR MOUNTED W/ MASTIC ON PRIMED GYP. BD. "J" MOLD TRIM, MOUNTED TOP AND BOTTOM, TO SOLID BLOCKING. SEE LJAI2.5 FOR BLOCKING DETAILS 3/4 " =1' -0" : 1 H G NOT USED NOT USED (4) ALUMINUM Z CHANNELS PROVIDED BY OWNER (I6) 1/4" X 1" HEX HEAD LAG BOLTS 0 MITER CORNER IN FIELD I' -4" 3 , - 1 FRAMED TRANSITION MIRROR ELEVATION 3/4 ":1' -O" t��a _i. Rt!'I►]!; • II :i;S E D 1/4" POLISHED PLATE MIRROR 5/8" GYP. SD. INSIDE CORNER ATTACH TRIM W/ ADHESIVE C TRIM DETAIL VARIES REFER TO ELEV B.O. (N) CEILING DEEP NOSE ALUMINUM J- CHANNEL W/ BRIGHT FINISH (TIT. @ TOP * BOTTOM) HOLD TOP CHANNEL TIGHT TO CLG. @ TOP. SEE FOR ATTACHMENT • PAINT(BLACK) 2' BORDER AROUND PERIMETER OF GYP.BD. PRIOR TO INSTALLATION OF MIRROR PANELS • ALL EDGES OF MIRROR TO RECIEVE SLIGHTLY CURVED EDGE WITH SMOOTHED OR POLISHED FINISH • BUTT MIRRORS TIGHT /FLUSH, DO NOT OVERLAP /DO NOT USE SILICONE JOINT • USE ONLY FULL HEIGHT MIRRORS - NO HORIZONTAL SEAMS METAL STUD BLOCKING RUN BETWEEN AND FASTEN ENDS TO WALL STUDS AND TRACK AT FLOOR SECTION 3 5/5" METAL STUD FRAMING (2) RECESSED LIGHTS. REFER TO LIGHTING PLAN G.C. NOTE: DIMENSIONS BACK SCREW HEAD TRIM ONLY 4 1/2" 3' -6" GYP. BD. OPENING NOTE: SECURE J- CHANNELS TO SOLID BLOCKING WITH 1/4 DIA TEK SCREWS @ 12" O.G. SEE L/Al2.5 FOR BLOCKING 3 -WAY MIRROR DETAILS I /% / VARIES REFER TO ELEV B.O. (N) CEILING RECESSED LIGHTING 71 -011 A.F.F. T.O. OPENING PREFAB /PREFIN JAMB AND HEAD TRIM e.i2tq ED FOR C,JP7: COQ APL I . E i 6 G -3 � JUN 1 2Q08 B -1 L c,,f Of wild W I i P 17 ) ,1151_ , 01_011 A.F.F. FINISI-4 FLOOR 3 -WAY MIRROR ELEVATION 3 -WAY MIRROR RCP (ENLARGED) 3 " :1' -O" O2DA134COMIR3 3/4 ":1' - O" 02EA134BOMIR3 1 1/2 ":1' -O" i C B A SHREMSHOCK ARCHITECTS, INC. 6130 S. SU: r ROAD WESTER :,.,..._ ... 614 -545 D REQUIRED BY: 0 • INDICATES NO REVISION TO THIS SHEET REVISIONS: dUr U 6 LUUU PELT CENTER r o CC 0 2 0 LLI Waaa O U G S W Gl. Q d 1E E7 O O W Q C w ▪ C • • z = d ▪ Q- r a C V L.O o N O Nr 8 nvl ce w ' rc° 5 o r 4 W= Z a O a - I- W = = O s o N r y E7 L- b ° W= W y_ en �S U W Ey U0�� U C W I- o :. j � I- a cc au�o W I° 000 rte} o � ® o oa 0 a° gU Q co � � r W °3 Z CD w CC Lu. r44 W <° � I— U CM w Z 0- a`j 0 En c.) LL, DATE 05/27/08 DATE ISSUED: 04/18/2008 DESIGNED BY: MH DRAWN BY: AMH CHECKED BY: KMM MIRROR DETAILS DRAWING NUMBER: SCREEN MOULDING (ALL EXPOSED EDGES) PLYWOOD SHELF ELF DEPTH VARIES REFER TO SPECIFIC DETAIL LIP CORNER (TIP. TO ALL OUTSIDE ENDS) SHELF PLAN VIEW 3/4" PLYWOOD SHELVING BY G.C. - SCREEN MOULDING ALL EXPOSED EDGES SCREW CLIPS TO BOTH 51-IELF AND BRACKET (2 EA. SIDE) SHELF END VIEW CAPITOL #2051 BRACKET w/ #2041 SCREW -ON SHELF CLIPS FOR ALL NON -SALES SHELVES (BRACKET /CLIP BY OWNER) USE; 2 CLIPS @ 14 ", 16 ", * 24" SHELF NOTE: WOOD SHELVES TO RUN CONTINUOUS ALONG WALLS AND AT INSIDE - CORNERS G.G. TO PROVIDE WOOD SUPPORT SPLICES AT ALL SEAMS (KEEP SHELF TOPS FLUSI -I) NON -SALES SHELVING DETAILS NTS 02DA141MOSHLF M O co 0 I I I ■ VARIES 1 7, c1 a cv (6) ROWS OF HORIZ. 1 x 6 FRT #2 WHITE PINE WOOD FURRING (W/ MINIMUM KNOTS NO CLOSER THAN IS "), INSTALLED BY G.G. TOP (3) ROWS ARE TO BE CENTERED ON THE TOP (3) HOLES OF TI-4E STANDARDS. ALL OTHER FURRING SHALL BE CENTERED EVERY OTHER STANDARD HOLE REFER TO SHEET A14.2 TO DETERMINE IF MOUNTING DETAIL G OR K APPLIES OR I F BOTH APPLY AND FOR DESIGN LAYOUT OF BRACKETS STANDARDS & BRACKETS SECTION 1 1/2 " =1' -O" 1 x 6, #2 WHITE PINE FURRING W/ MINIMUM KNOTS NO CLOSER THAN 18" APART WALL STANDARD SINK SCREWS FLUSH WITH BUT NOT LOWER TI-IAN THE SURFACE OF THE FURRING. INSTALL WASHERS AT SCREWS WI -IERE FURRING IS SOFT ELEVATION C. /L_ OF STUDS (MAX. 16" O.C.) I x 6 FURRING (USE FIRE- RETARDANT FURRING WHERE REQUIRED BY CODE) WIRE MESH L ' f PLANS WALL STANDARDS USE (3) EQUALLY SPACED #12 x 2 -1/2" LONG STEEL TEK 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" D.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) WALL FURRING DETAIL 0 I I 0 VARI ES 0 M 0 1 CM (7) ROWS OF I- 10R IZ. I x 6 FRT #2 WHITE PINE WOOD FURRING (Ni MINIMUM KNOTS NO CLOSER THAN 18 "), INSTALLED BY G.C. 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 SHEET A14.2 TO DETERMINE IF MOUNTING DETAIL G OR K APPLIES OR IF BOTH APPLY AND FOR DESIGN LAYOUT OF BRACKETS STANDARDS & BRACKETS SECTION 1 1/2" :1' -0" 02DA141JOFURR 1 1/2" :1' -O" tiI± .`lALS[e -111 I I G NOT USED NOT USED F 0 0 0 0 0 0 0 0 0 ////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / //, 1/4" DIA. KW I K BOLT 11 (HILTI) WITH 2" EMBEDMENT 1/4 -20 NUT 1/4 LOCK WASHER 14 GA. ANCHOR CLIP 0 FREESTANDING SHELVES - ANCHOR EACH POST TO THE FLOOR WITH 1/4" ANCHOR PER DERAIL BELOW. 0 SHELVES AT WALL - ANCHOR EACH POST TO THE FLOOR WITH 1/4" ANCHOR PER DETAIL BELOW. CONCRETE ANCHOR LOCATION IN FLOOR NOTE: DETAILS SHOWN ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. REFER TO MANUF. INSTALLATION INSTRUCTIONS. PARTICLE BOARD SHELF SHELF SUPPORT "L" OR "T" POST 1/4 -20 x I" 130LT RIVET RACK - ANCHOR DETAIL 3 "=1' -O" IIH'a'1_Ti C S 1 II•7 rsi D NOTE: DETAILS SHOWN ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. REFER TO MANUF. INSTALLATION INSTRUCTIONS. 1 X 6 FURRING STRIP AT WALL FOR SECURING SHELVING. ATTACH FURRING TO WALL STUDS W/ (3) #I2 x 2 -1/2" LONG STEEL TEK SCREWS. ALIGN SCREWS WITH WALL STUDS WI MAXIMUM SPACING OF 16" D.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) COUNTER SINK FURRING SCREWS FLUSH WITH BUT NOT LOWER THAN THE SURFACE OF THE FURRING. ALSO INSTALL WASHERS WITH THE SCREWS WHERE EVER FURRING WOOD IS DETERMINED TO BE SOFT. RIVET RACK- FURRING ATTACHMENT NOT USED RIVET RACK - FIXED AT WALL 3 " =1' -0" 423A147COFURR 1" :1' -0" t+kl_iCYh1111!11 21 C 'r APPROVED ',1 ii: U2o 9,�r��B N OTE: DETAILS SHOWN ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. REFER TO MANUF, INSTALLATION INSTRUCTIONS. WHEN WALL IS CONCRETE BLOCK, ATTACH FURRING TO CONCRETE W/ HILTI HIT 1-IY20 1/2" DIA. x 6" EMBEDMENT @I 6"0.C. STAGGERED q6" OR 120" HIGH FIXED SHELVING UNIT G.C. TO MOUNT Ix6 F.R.T. WOOD FURRING TO EVERY WALL STUD TO SECURE SHELVING UNITS, REFER TO DETAIL C /A14.I FOR ATTACHMENT ATTACH EVERY "L" OR "T" UPRIGHT POSTS THAT ARE LOCATED AGAINST A WALL TO 1x6 F.R.T FURRING, REFER TO DETAIL C /A14.1 SHREMSHOCK,ARCHITECTS, INC. 6130 S. SUC lI ROAD WESTERN 614-545 H w El LLB 0 REQUIRED BY: 1 • INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: a s d a= - C p d ' w : w 1:1 1 ,..., : . � W = • U ° a � wxw °a • 3¢�� w O m y 0 i z W aC74 i U L ° CC 4 U] i W C U 9 0 .. W ° • o 4 a O CC V1 JC V W O W a W w U C Nti e ca � aC a w = W .:ia � Ufn 10 o f C I : W S • � W 4 W C m J- W m o- ¢m =w r ° n a CO C c? ) X71 ~ Uzi ono LLM oto X C124 w a N . I.. . m co rn REVISIONS: dth 0 D MU C PERMIT CENTER N 0 DO Lc) a) O ro co cc 0_ o o H W LANI cc 0_ O U) tJ>I C i DATE 05/27/08 04/18/2008 MH AMH KMM STOCK ROOM SHELVING DETAILS DRAWING NUMBER: FIXED ANCHOR SHELVING TO WALL W/ WOOD FURRING WHEN FIXED UNIT OCCURS AT WALL a co FLOOR ANCHORS INTERMEDIATE SHELF BRACKETS PER MANUF, RECOMMENDATIONS (TYP.) 4,0 � 8' 2 LEVEL HANGING � °J CR055 BRACING REQ'D (TYPICAL) REFER TO DTL G /A14.2 a 0 TRACK ASSEMBLY/ STOPS AND MOBILE FOOT BRAKES FIXED ANCHOR SHELVING TO WALL W/ WOOD FURRING WHEN FIXED UNIT OCCURS AT WALL FLOOR ANCHORS MOBILE 10' 2 LEVEL HANGING CROSS BRACING REQ'D (TYPICAL) REFER TO DETAIL G /A14.2 TRACK ASSEMBLY/ STOPS AND FOOT BRAKES FIXED ANCHOR SHELVING TO WALL W/ WOOD FURRING WHEN FIXED UNIT OCCURS AT WALL FLOOR ANCHORS MOBILE 10' 3 LEVEL HANGING INTERMEDIATE SI -IELF BRACKETS PER MANUF, RECOMMENDATIONS (TYP.) TRACK ASSEMBLY/ STOPS AND FOOT BRAKES FIXED ANCI -IOR SHELVING TO WALL W/ WOOD FURRING WHEN FIXED UNIT OCCURS AT WALL FLOOR ANCHORS I T , 7 LEVEL FOLDED CROSS BRACING REQ'D (TYP), REFER TO DTL 14/A14.2 MOBILE TRACK ASSEMBLY/ STOPS AND FOOT BRAKES FIXED MERCHANDISE ANCHOR SHELVING To WALL W/ WOOD FURRING WHEN FIXED UNIT OCCURS AT WALL FLOOR ANCHORS MOBILE 10' 8 LEVEL FOLDED CR055 BRACING REQ'D (TYP), REFER TO DTL H/A14.2 TRACK ASSEMBLY/ STOPS AND FOOT BRAKES FIXED FLOOR ANCHORS PACKAGING /SUPPLIES ANCI -IOR SHELVING TO WALL W/ WOOD FURRING WHEN FIXED UNIT OCCURS AT WALL MOBILE 10' 6 LEVEL FOLDED TRACK ASSEMBLY/ STOPS AND FOOT BRAKES FIXED /MOVABLE FOLDED /HANGING ISOMETRICS 1' 1/4" =1' -0" 2 O.C. TYP 3 -0" 3 @ 36 -5/8" EACH VARIES 3 @ 36 -5/8 EACH % 3' -0" 0 Q PLANNING GUIDE (REFERENCE ONLY) F.D. (MA 2 1 -0 ") VARIES NOTE: DETAILS SHOWN ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. REFER TO MANUF. INSTALLATION INSTRUCTIONS. KEYNOTES O THE MAX NUMBER OF BASES PER MODULE I5 6. 7 OR MORE WILL REQUIRE 2 AISLES AND 2 SETS OF STOPS. Q2 THE MINIMUM DISTANCE BETWEEN SHELVING THE DESK 15 5' -0 ". ® THE 514ELVING AISLE MUST BE AT A MIN OF 3' -0" CLEAR BETWEEN BUMPERS TO MEET ADA. ® USE THE SINGLE FACE FIXED SHELVING AGAINST WALLS WITHIN THE MOVABLE BASE SYSTEM. ® USE (2) 15" DP., OR (1) 30" DP. FIXED SHELVING BETWEEN MODULES OF MOVABLE SHELVING, OR AT THE ENDS WHERE THERE ARE NO WALLS. ATTACH TO FLOOR AT ALL 4 CORNERS PER DETAIL D/A14.7. ATTACH TO WALL FURRING PER DETAIL A/A14.7. ® ALLOW 2" SPACE BETWEEN THE MOVABLE SYSTEM AND THE WALL, COLUMN, OR OUTERMOST OBSTRUCTION. O USE WALL STANDARDS AND BRACKETS AS REQUIRED FOR LAYOUT. ® INSTALL ANTI -TIP TRACK PER MANUFACTURER'S GUIDELINES. INSTALL AT WALL FOR SINGLE ROW UNITS AND INSTALL AT CENTER FOR DOUBLE ROW UNITS. Qq INSTALL CROSS BRACING ON ALL MOVABLE UNITS PER MANUF. INSTALLATION INSTRUCTIONS. 10 FIXED UNITS AT WALL, REFER TO DETAIL A/A14.7 FOR ATTACHMENT TO WALL FURRING STRIPS AND DETAIL D/A14.7 FOR FLOOR ATTACHMENT. 11 INSTALL "V" TRACK CUT TO LENGTH AS REQUIRED. © TRACKS SHALL BE FLUSH TO FIXED SHELVING UNITS. NOTE: 16" FLUE ACHIEVED THRU 3" BUMPERS @BENCH RACK. STANDARDS $ BRACKETS MOVABLE STORAGE (FOLDED OR HANGING) F FIXED STORAGE (FOLDED OR HANGING) SHELVING LAYOUT GUIDELINES 3" BUMPERS (TYP. 4) ATTACHED TO SHELVING UPRIGHT MOVABLE SHELVING CARRIAGE 1/2" : 1' -O" MKILIERKIVItei K N.T.S. 02DA141HOMOBL H T.O. STAND OUT 10 - 0 11 A.F.F. 3" MOBILE 51-IELVING STAND -OFFS (2) F.R.T. 2x4's ATTACHED TO WALL @ 12" O.C. W/ #12x3" LG MTL SCREWS ATTACH 2x4's TOGETHER W /(2) -#8x2 1/2" LG WOOD SCREWS @ 12" O.G. 1 lard EmmEmmEnmEmmacammmErmmm (2) F.R.T. 2x4's ATTACHED TO WALL @ 12" O.C. W/ #12x3" LG MTL SCREWS STUD FRAMING TO ALIGN WITH F.R.T. STAND -OFFS MOVABLE SHELVING STAND -OFFS 1 1/2" = 1' -0" G STANDARDS AND BRACKETS DETAILS 1/4 "_1' -0" 013A141COMOBL C SHELVING OFFICE/LAVATORY C VARIES (TOP SHELF) ua CCTV SHELF MGR'S OFFICE SHELVING OFFICE/LAVATORY / STORAGE CLOSET VARI ES 00 0 m (TOP SHELF) A. ('l C•4 GENERAL NOTES: 1. NO SUBSTITUTIONS WILL BE PERMITTED ON ANY OF THE MATERIALS OR HARDWARE SPECIFIED IN THESE DETAILS. 2. ANYTIME HANGROD IS CUT IN FIELD, GENERAL CONTRACTOR MUST DRILL NEW HOLE AT CUT END FOR DROP -IN PIN. 3. THERE ARE TO BE NO SUBSTITUTES FOR MELAMINE WHE■I MAKING SHELVES. 4. ALL 51-IELF MOUNTING 1- IRDWARE, HANGRODS AND WALL STANDARDS ARE SUPPLIED BY OWNER - INSTALLED BY G.G. 5. G.C. TO FURNISH AND INSTALL ALL SHELVES W/ SCREEN MOULDING AT ALL EXPOSED EDGES AS SHOWN ON DTL. M /AI4.1. W❑ fy z< � Q EZ E 4 z� RJ tY 14-X VARIES (TOP 51-IELF) 00 00 MERCHANDISE SHELVING � HANGRODS KEYNOTES: VARIES 0 00 DAMAGES 00 TOP I -IELF) ( szt 14. ❑ W ❑ 1—Wr z a O z E z� � J LL3 VARIES ?TOP IELF) P P \ P _\ o 8 En Z QC o 0 t z Q Uzi L1_3 SUPPLIES, MARKETING HIGH SHELVING BREAK AREA W/ BULLETIN BOARDS, TALL BINS, LOCKERS PROCCESSING TABLE, & STAGING VARIES J 00 • JU N 6 2OO C tlf Of TWO O (7) ROWS HORIZONTAL in WOOD FURRING - FURRING 15 TO BE SPACED PER DTL G /A14.1 50 THAT THE FURRING 15 CENTERED AT EACH TOP (3) HOLES OF THE STANDARD AND EVERY OTHER HOLE TO THE HOTTOM OF THE STANDARD. REFER TO FURRING AND WALL STANDARD INSTALLATION DETAIL. FURRING TO BE 4t2 NHITE PINE W/ MINIMUM KNOTS NO CLOSER THAN 18 INCHES APART. 0 0 0 0 0 10 24" DEEP SHELF BY G.C. 14" DEEP 5HELF BY G.C. 3/4" WHITE MELAMINE SHELVES W/ PAINTED FRONT EDGE AND 3/4 " HDF WITH ROUTED BULLNOSE EDGE. 51-IELF BRACKETS AND HOLD -DOWN CLIPS HANGROD BRACKET WITH SADDLE END, HANGROD AND END CAPS HANGROD BRACKET DIRECTLY BELOW SHELF BRACKET - MUST BE INSTALLED PRIOR TO FASTENING MOUNTING CLIPS TO SHELVES ON BRACKETS ABOVE. WALL STANDARDS - G.G. TO CUT TO LENGTH 4 INSTALL TO FURRING STRIPS - SEE DETAIL J /A14.I WALL STANDARDS - G.G. TO CUT TO LENGTH INSTALL TO SOLID IN -WALL BLOCKING. USE #4 x 2" LONG STEEL COUNTERSUNK WOOD SCREWS IN EVERY SCREW HOLE IN THE WALL STANDARD. G.G. IS TO LOCATE (2) 16 GA. STUDS @ 24" O.C. CENTERED BEHIND W.C. FOR ATTACHING WALL STANDARDS. ADD ADDITIONAL WALL STUDS AS NEEDED TO ENSURE ADEQUATE BLOCKING FOR WALL STANDARDS IN SINK RM. $ OFFICE. 0 QUAD. ELECTRICAL OUTLETS FOR WALKIES (WHERE OCCURS) (TOP SHELF HGT. TO MATCH A3) CV 0 N.T.S. SHREMSHOCK 6130 S. WESTERVL 614-545',, T ac LLI 1— z LU 0 1 J D CO REVISIONS: A REQUIRED BY: • INDICATES NO REVISION TO THIS SHEET II� PERMIT CENTER DATE ISSUED: 04/18/2008 DESIGNED BY: MH DRAWN BY: AMH CHECKED BY: KMM STOCKROOM SHELVING ASSEMBLY DRAWING NUMBER: 1 ARCHITECTS, INC. ROAD im W Q d N O oo 10 rn T CO CO a O O DATE 05/27/08 SECURE TO WALL NEAR TOP AND BOTTOM AT END OF EACH ROW WITH 1/4" TEK SCREWS @ 24 O.C. PROVIDE 1 "X6" BLOCKING AS REQUIRED NOT USED NOT USED NOT USED NOT USED SOUND SYSTEM CABINET DETAIL NOT USED 14" CLEARANCE REQUIRED ON HINGED SIDE OF CABINET 6` -0" A.F.F. 0 ( 0 � 0 000 y ° m L Z Z z L U U U CABINET 23.4" CABINET ELEVATION SOLID VERTICAL HORIZONTAL METAL BLOCKING SEE M /Al2.5 3/4" FIRE -RATED PLYWOOD BACKING (3' -D "W X S' -0 "14) FASTENED SECURELY TO WALL (AND TO AT LEAST THREE WALL STUDS) SECURELY FASTEN BACK OF CABINET TO PLYWOOD PAINT PLYWOOD BACKING 4 STAND P -7 (SLACK) 0 0 0 0 ELECTRICAL CONDUIT KNOCKOUTS ABOVE CABINET AB ET CABINET PLAN N.T.S. 02DA143HOSCAB BACKROOM ORGANIZER - PROVIDED BY OWNER, SECURED TO WALL BY G.G. (SEE DETAIL) MOUNTING FLUSH TO WALL: SCREW BACKSIDE OF UNIT SECURELY TO HORIZONTAL WOOD FURRING OR WALL STUDS ALONG TOP AND MIDDLE OF UNIT ADDITIONAL 3/4" BLOCKING SCREWED TO FURRING AT 5" O.C. 3/4" FURRING SCREWED TO EVERY WALL STUD WITH MN. OF 3 SCREWS MOUNTING BELOW SHELVES: G.C. TO INSTALL 3/4" FURRING BEHIND STANDARD AND 3/4" BLOCKING BETWEEN STANDARD BEHIND ORGANIZER ISOMETRIC VIEW INSTALL PLAQUE STATING LOAD CAPACITY SINGLE ROOM 2' X 2' PANEL, WHERE REQ'D FOR MAINTENANCE ACCESS INSTALL PLAQUE STATING LOAD CAPACITY MULTIPLE ROOM GYP. BD. PARTITION TO DECKING ABV.. RESTRICT STORAGE SURFACE DEPTH TO 3' - MAX. SEE DETAIL H /Al2.I PAINTED LINE 15" DOWN FROM CEILING /SPRINKLER HEAD, WITH PAINTED LETTERS: "DO NOT STACK ABOVE THIS LINE" GYP. BD. PARTITION TO DECKING ABV.. RESTRICT STORAGE SURFACE DEPTH TO 3' -0" MAX. SEE DETAIL H /Al2.1 PAINTED LINE 16" DOWN FROM CEILING /SPRINKLER HEAD, WITH PAINTED LETTERS: "DO NOT STACK ABOVE THIS LINE" ISOMETRIC VIEW G . NOTE: BACKSIDE OF BIN MUST BE SCREWED TO EACH AVAILABLE WALL STUD ALONG TOP EDGE OF UNIT (USE MIN. 2 SCREWS) NOTE: 1J APPROVED JUN 1 6 2003 F 17i i a/ISION • THIS ENTIRE UNIT IS TO BE FABRICATED BY G.G. ON SITE • CONSTRUCTION TO BE 3/4" PLYWOOD THRU -OUT • ALL JOINTS TO BE GLUED AND SCREWED • SAND ALL EXPOSED EDGES • FINISH TO BE NATURAL WOOD (UNLESS DIRECTED OTHERWISE BY OWNER UPON COMPLETION OF PROJECT GENERAL CONTRACTOR MUST RUN A NEW BLUEPRINT SET FOR THE COMPLETED STORE DRAWINGS (ARCHITECTURAL, MECHANICAL * ELECTRICAL) AND PLACE BLUEPRINTS INTO THE PLAN TUBE HOLDER. m m 1/4" DIAMETER THRU BOLT W/ TOGGLE (TYP. OF 2) PAN HEAD SCREWS TO SECURE STRAP 3/4" x 2" POPLAR PLYWOOD TRIM SCREWED TO 2 x 4 METAL STR OF 2) i! n IL - - - J (;\ TUBE ELEVATION LOOSE PVC TOP CAP 4B" A. — LABEL EXTENT OF WOOD HOLDER — PVC BOTTOM CAP GLUED IN PLACE SECTION THRU TUBE G.G. MUST PROVIDE AND ATTACH A LABEL (WITH CLEAR TAPE) STATING: THIS TUBE CONTAINS STORE DRAWINGS AND IS NOT TO BE REMOVED WITHOUT THE CONSENT OF THE STORE MANAGER. THANK YOU. NOTE: ENTIRE ASSEMBLY IS CONSTRUCTED BY GENERAL CONTRACTOR IN FIELD. PLAN TUBE HOLDER GENERAL NOTES GENERAL CONTRACTOR TO VERIFY EXACT LOCATION OF BIN WITH DISTRICT MANAGER BEFORE ATTACHING BIN TO WALL. HARDWARE BIN LOCKER DETAIL 02DA143FOTUBE N.T.S. 023A143EOHDWR N.T.S. NO DUCTWORK OR SPRINKLER LINES WITHIN 3' -0' STOCKING AREA FOR REFERENCE ONLY - REFER TO CONSTRUCTION PLAN FOR TOILET ROOM LAYOUT. ISOMETRIC AT STORAGE PLATFORM N.T.S. 023A143CODECK C GENERAL NOTES GENERAL CONTRACTOR TO VERIFY EXACT LOCATION OF BIN WITH DISTRICT MANAGER BEFORE ATTACHING BIN TO WALL. HANGROD STORAGE HANGER MANAGEMENT N.T.S. 023A143BOHNRD I N X 6 " STRINGER BY G.G. WALL BRACKET FASTEN TO STRINGER W/ 1/4" DIA. WOOD SCREWS FULL I- IANGERBAR - UP TO 12 PER UNIT --.4 1 ii II II il -,101. 1" X 6" STRINGER -emu , BY G.C. (10' UNITS '�' , it ONLY) ii I .. p Q , 11 i I, • 1 "U BRACKET (10' UNIT ONLY) 7' $ 10' 141G1-1 - UPRIGHT SPACER (21", 24 ", OR 30" LENGTHS) INSTALL FLANGE DOWN 4 SECURE TO FLOOR 1" X 6" STRINGER BY G.C. SPACER (21", 24 ", OR 30" LENGTHS) INSTALL FLANGE UP $ SECURE TO WALL USING WALL BRACKETS SHOWN FOR FLOOR MOUNT FOR WALL MOUNT WALL BRACKET UPRIGHT DO NOT REMOVE NUT $ BOLT FROM UPRIGHT, INSTALL SPACER OVER NUT $ BOLT AND SECURE WITH NYLOCK NUT SUPPLIED NYLON NUT SPACER - FLANGE UP "U" BRACKET (10' UNIT ONLY) UPRIGHT UPRIGHT SPACER - FLANGE DOWN WALL BRACKET UPRIGHT SPACER - FLANGE UP N.T.S. 023A143AOHANG B SHREMSHOCK ARCHITECTS, INC. 6130 S. C UR ROAD WESTERV 614 -545 WI Z F 7 c) co 1.;',:;:: Lu ; 11-1-ct cp ctumic'uj— ,'"::'''''':::....,.'.. :;::-:::::'.. 2 2 V1 Y ° W 1 !! 2 0 r Q Y O W w W j " W V C7 S a C ° W O. O`er 2 r� o w H S.< � � a �. i '-` c�cio Vi �U [. W '1 � 4 p = LJw~ � '4 w , N Z W 0 x a CC7: 0 V = w 4 0 ��jj rLL ! ElMLA91 ~U 41 V # w = = !!!1-44;-!!!! O ewe� 04? a =4 � 3W LO O 0' 2Y W= O d nc W w a p. a= 0d= w a r a < Cfl O 0 6 LJJ in W GM ng2 W t =wz W W - 2 4 Q r- _, Ct] 0 q L J O . j - a S V 0 W C ] a 0 o - w 2 cm o ; � f „,„ w r E., v p0i= REQUIRED BY 1 \ I Ce w I— z w U) * INDICATES NO REVISION TO THIS SHEET DATE ISSUED: 04/18/2008 DESIGNED BY: M H DRAWN BY: AMH CHECKED BY: KMM STOCKROOM DETAILS DRAWING NUMBER: REVISIONS: FECEIVEo JUN fib 2008 PERMIT CENTER 1 O 2 0 3 .0 I- Z „o � Wp. 0 ¢ CC Ce a W 0- CDa c0 0 o ° = o a 0 W LIJ 0- I- 0- 0- 0 U W in I– in 0 W DATE 05/27/03 - IN NAIL ON GLIDE - 1/8" HAIL ON GLIDE 8 WV, TYP. 3' -0" 1/8" NAIL ON GLIDE l /8" NAIL ON GLIDE 1/8" NYLON GLIDE 1 /8" NYLON GLIDE 1' -10" 1/8" NYLON GLIDE w 3 /4 u C CO V 0 G) 1 w G) m w m 1 0 1 w 0 0 m w 1 m r- 0 w 0 ao m w r m 0 a Y 0 0 ° n p1 PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL TUKWILA, WA 98188 SCOPE: DESIGN TYPE: ESD &C PROJECT #: PACKAGE: HAYWOOD I GENERATION: 00005818 A/E PROJECT #: 0000581 PKG 2 081 5a 08098 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 EXPRESS STORE PLANNING, INC., D /B /A EXPRESS STORE DESIGN AND CONSTRUCTION {"ESDC"). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL E MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. 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 ESDC, 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. EXPRESS STORE PLANNING, INC. d /b /a STORE DESIGN & CONSTRUCTION ERALUCS. SHHEMSHDCK STATE OF WASHINGTON 0 1 O N Orb O r 0) z O c co m 0 0 N m co r m W egth a 11 0 T ab 0 v m z c z w r m 0 ry . 0 M 1 11 " 0 0 _J L _J I— C Z 0 c r e c z n 70 - C Z C z — U w W 0 ilbrA 11 I 0 C) m v m z 0 w z m w C z 0 a 11 i Y 0 0 INNENO PIP rgi L . 0 a II i I 0 m 0 0 .Th Ca 0 II I 0 a m c 111 0vv _ m n mn - -i ng� P1 z Z — CEP : U) CC/ . m rr'T 7< v 75 PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL TUKWILA, WA 98188 SCOPE: DESIGN TYPE: ESD&C PROJECT #: PACKAGE: HAYWOOD GENERATION: 00005818 A/E PROJECT #: 0000581 PKG 2 0815a 08098 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 EXPRESS STORE PLANNING, INC., D /B /A EXPRESS STORE DESIGN AND CONSTRUCTION ( "ESDC "). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. 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 ESDC. 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. D i i 2 EXPRESS STORE PLANNING, INC. d /b /a STORE DESIGN & CONSTRUCTION ;:;r ^ ; 8t: s . :•: 614..41S , 70 s' 4c:a. %.S 2 E: r . 1 .2: v 36 i 4 1_ 5.5HREMSHUCf STATE OF WAS'rilNGT11 a C Z C z 0 m i L 0 s - a � r■ B. PRODUCTS: COMPONENTS SUPPLIED IN QUANTITY SHALL BE INTERCHANGEABLE; PROVIDE NEW MATERIALS UNLESS OTHERWISE DIRECTED IN CONTRACT DOCUMENTS. C. INSTALLATION: INSTALL ITEMS PLUMB, LEVEL AND SECURE, AND IN CORRECT RELATION TO ADJACENT PRODUCTS; SECURE IN PLACE WITH POSITIVE ANCHORAGE DEVICES DESIGNED AND SIZED TO WITHSTAND STRESSES, VIBRATION, AND RACKING. I. COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS EXCEPT WI -IERE MORE STRINGENT REQUIREMENTS ARE SPECIFIED. D. TRANSPORTATION: TRANSPORT PRODUCTS TO AVOID PRODUCT DAMAGE, DELIVER IN UNDAMAGED CONDITION IN MANUFACTURER'S UNOPENED CONTAINERS OR PACKAGING. E. HANDLING: PROVIDE EQUIPMENT AND PERSONNEL TO HANDLE PRODUCTS BY METHODS TO PREVENT SOILING AND DAMAGE; PROMPTLY INSPECT TO ASSURE PRODUCTS ARE CORRECT, COMPLETE, AND UNDAMAGED, AND QUANTITIES ARE CORRECT. F. STORAGE: STORE MATERIAL IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS, WITH SEALS AND LABELS INTACT AND LEGIBLE. G. PROTECTION: PROVIDE COVERINGS TO PROTECT PRODUCTS FROM DAMAGE FROM TRAFFIC AND CONSTRUCTION OPERATIONS, REMOVE WHEN NO LONGER NEEDED. H. SPECIFIED PRODUCTS: FOR PRODUCTS SPECIFIED BY NAMING ONE OR MORE PRODUCTS OR MANUFACTURERS, SELECT PRODUCTS OF ANY NAMED MANUFACTURER MEETING SPECIFICATIONS. SECTION 01630 - SUBSTITUTIONS AND PRODUCT OPTION A. SUBSTITUTIONS AND PRODUCT OPTIONS: PROVIDE PRODUCTS INDICATED OR APPROVED; REQUESTS FOR SUBSTITUTIONS OF OTHER PRODUCTS WILL BE CONSIDERED IF SUBMITTED IN WRITING. 1. CONTRACTOR OPTIONS: PROVIDE PRODUCTS AND MANUFACTURERS NAMED IN SPECIFICATIONS, SUBMIT REQUEST FOR SUBSTITUTION FOR PRODUCTS AND MANUFACTURERS NOT SPECIFICALLY NAMED WHERE NAMES ARE LISTED. C. 2. SUBSTITUTIONS: CONTRACTOR SHALL INVESTIGATE PROPOSED SUBSTITUTIONS AND DETERMINE IF EQUIVALENT TO PRODUCTS SPECIFIED. SUBMITTALS SHALL INCLUDE COST OR TIME BENEFITS FOR SUBSTITUTIONS; FAILURE TO INDICATE COST OR TIME BENEFIT IS JUSTIFICATION FOR REJECTION. 3. CONTRACTOR'S REPRESENTATION: REQUESTS CONSTITUTE THAT CONTRACTOR HAS INVESTIGATED PROPOSED PRODUCTS AND DETERMINES IT MEETS OR EXCEEDS SPECIFIED PRODUCTS AND WAIVES CLAIMS FOR ADDITIONAL COSTS THAT SUBSEQUENTLY BECOME APPARENT. 4. APPROVALS: OWNER'S PROJECT MANAGER SAHLL BE JUDGE OF ACCEPTABILITY AND RESERVES RIGHT TO REJECT PROPOSED SUBSTITUTION BASED ON INSUFFICIENT INFORMATION; USE ONLY SUBSTITUTIONS APPROVED IN WRITING. SECTION 01700 - EXECUTION REQUIREMENTS A. INSTALLER QUALIFICATIONS: INSTALLERS TO HAVE MINIMUM FIVE YEARS SUCCESSFUL EXPERIENCE INSTALLING ITEMS SIMILAR TO THOSE REQUIRED FOR PROJECT, EXCEPT FOR INDIVIDUALS IN TRAINING UNDER DIRECT SUPERVISION OF EXPERIENCED INSTALLER. B. EXAMINATION: BEGINNING INSTALLATION OF A PRODUCT SIGNIFIES INSTALLER HAS EXAMINED SUBSTRATES, AREAS, AND CONDITIONS FOR COMPLIANCE WITH MANUFACTURER REQUIREMENTS FOR TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE. MANUFACTURER'S INSTRUCTIONS: WHEN WORK IS SPECIFIED TO COMPLY WITH MANUFACTURERS' RECOMMENDATIONS OR INSTRUCTIONS, DISTRIBUTE COPIES TO OWNER'S PROJECT MANAGER. D. INSTALLATION: COMPLY WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS UNLESS MORE RESTRICTIVE REQUIREMENTS ARE SPECIFIED. E. PROTECTION: COVER PRODUCTS SUBJECT TO DETERIORATION WITH IMPERVIOUS SHEET, PROVIDE VENTILATION TO AVOID CONDENSATION AND TRAPPING WATER. F. CUTTING AND PATCHING: CUT AND FIT COMPONENTS AS REQUIRED; PATCH DISTURBED AREAS TO MATCH ADJACENT MATERIALS AND FINISHES. 1. REFINISHING: REFINISH ENTIRE SURFACES AS NECESSARY TO PROVIDE EVEN FINISH TO MATCH ADJACENT FINISHES; FOR CONTINUOUS SURFACES REFINISH TO NEAREST INTERSECTION, FOR AN ASSEMBLY REFINISH ENTIRE UNIT. G. FINAL CLEANING: CLEAN INTERIOR AND EXTERIOR SURFACES EXPOSED TO VIEW, REMOVE TEMPORARY LABELS, STAINS, AND FOREIGN SUBSTANCES; POLISH TRANSPARENT AND GLOSSY SURFACES; VACUUM CARPETED AND SOFT SURFACES; CLEAN DUCTS; CLEAN SITE. H. SUBSTANTIAL COMPLETION: PROVIDE DOCUMENTATION STATING WORK HAS BEEN SUBSTANTIALLY COMPLETED. WHERE OWNER REQUIRES USE OF SPACE PRIOR TO FINAL COMPLETION, PROVIDE LIST OF ITEMS TO BE COMPLETED. 1. OWNER'S PROJECT MANAGER WILL REVIEW LIST OF ANY ITEMS TO BE COMPLETED AND SUPPLEMENT LIST WITH ITEMS CONSIDERED TO BE INCOMPLETE OR UNACCEPTABLE. I. FINAL COMPLETION: PROVIDE WRITTEN CERTIFICATION INDICATING WORK IS IN COMPLIANCE WITH CONTRACT DOCUMENTS, SYSTEMS HAVE BEEN TESTED AND ARE OPERATIONAL, AND WORK 15 READY FOR FINAL INSPECTION. J. PROJECT RECORD DOCUMENTS: MAINTAIN COMPLETE AND UP -TO -DATE RECORD DOCUMENTS; KEEP SEPARATE FROM FIELD DOCUMENTS. SUBMIT PROJECT RECORD DOCUMENTS, MATERIAL AND FINISH DATA, OPERATION AND INSTRUCTION MANUALS, WARRANTIES AND BONDS AT COMPLETION. 1. SUBMIT BOUND IN 8 -1/2" X 11" THREE RING BINDERS WITH DURABLE PLASTIC COVERS. ARRANGE IN FORMAT SIMILAR TO SPECIFICATIONS. K. WARRANTIES: PROVIDE WARRANTIES AS INDICATED, SIGNED BY CONTRACTOR AND MANUFACTURER; FORM AS APPROVED BY OWNER PRIOR TO EXECUTION. 1. WARRANTIES SHALL BE IN ADDITION TO AND NOT A LIMITATION OF OTHER RIGHTS OWNER MAY HAVE AGAINST CONTRACTOR UNDER CONTRACT DOCUMENTS AND AS PRESCRIBED BY LAW, REGARDLESS OF WORDING OF WARRANTY. 2. PROVIDE A LIST OF SUBCONTRACTORS CONTACTS AND PHONE NUMBERS IN A FRAME MOUNTED ON OFFICE DOOR. SECTION 01735 - SELECTIVE DEMOLITION A. SELECTIVE DEMOLITION: REMOVE FROM SITE EXISTING MATERIALS, CONSTRUCTION AND UTILITIES AS NEEDED TO COMPLETE PROJECT. REMOVE EXISTING ELEMENTS INDICATED AND ENCOUNTERED DURING CONSTRUCTION, AS NEEDED TO COMPLETE WORK. 1. REMOVE ONLY THOSE ELEMENTS NECESSARY FOR COMPLETION OF PROJECT, REPLACE OR REPAIR ELEMENTS UNNECESSARILY REMOVED OR DAMAGED DURING CONSTRUCTION. 2. CAREFULLY REMOVE AND STORE ITEMS INDICATED FOR REUSE IN PROJECT AND COORDINATE WITH OTHER TRADES FOR MODIFICATIONS AND REINSTALLATION. 3. PROTECTION: PREVENT MOVEMENT AND SETTLEMENT OF ADJACENT STRUCTURE; PROVIDE BRACING, SHORING, AND UNDERPINNING AS NEEDED AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURES. ASSUME LIABILITY FOR SUCH MOVEMENT AND SETTLEMENT. 4. UTILITIES: CONTACT APPLICABLE UTILITY COMPANIES PRIOR TO DISCONNECTING UTILITIES; DISCONTINUE WORK IF UNEXPECTED UTILITY LINES ARE ENCOUNTERED. DETERMINE LINE SOURCE AND USE PRIOR TO REMOVAL. CAP AND IDENTIFY EXISTING UTILITY LINES REMOVED. SECTION 01800 - SYSTEMS DEMONSTRATIONS A. SUMMARY: PROJECT INCLUDES SPECIAL FACILITY START -UP PROCESS TO BRING FACILITY TO FULLY OPERATIONAL STATE, FREE OF DEFICIENCIES, IN MOST EFFICIENT AND TIMELY MANNER ACHIEVABLE. DIVISION THREE: CONCRETE SECTION 03540 - CEMENTITIOU5 UNDERLA ENT A. B. C. D. GENERAL: PROVIDE POURED CEMENTITIOUS UNDERLAYMENT SYSTEM, NOT INTENDED AS FINISHED TRAFFIC SURFACE, INCLUDING ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. SUBMITTALS: FURNISH MANUFACTURER'S LITERATURE. INSTALLER: FIRM WITH MINIMUM 5 YEARS SUCCESSFUL EXPERIENCE, REGULARLY ENGAGED IN INSTALLATION OF SPECIFIED MATERIALS, PROPERLY EQUIPPED AND ACCEPTABLE TO MANUFACTURER. MANUFACTURER: ARDEX: K -15; W.R.BONSAL CO.: SELF - LEVELING UNDERLAYMENT. E. SYSTEM: POURABLE CEMENTITIOUS, HIGH- STRENGTH, FAST - SETTING, NON - SHRINK, SELF - LEVELING UNDERLAYMENT; MINIMUM 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, ASTM C34q. TOLERANCE 15 TO BE 1/8" OVER TEN FEET F. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. G. FURNISH AND INSTALL EPDXY BASED, OR APPROVED EQUAL, MANUFACTURER RECOMMENDED LEVELING COMPOUND AT SENSORMAT PANEL UNITS. (SEE DETAIL IN ELECTRICAL DRAWINGS.) •1 : CTION 04850 - STONE ASSEMBLIES NERAL: PROVIDE STONE FABRICATIONS FOR CLADDING AS INDICATED ON DING ANCHORS, MORTAR, GROUT, AND ACCESSORIES AS REQUIRED F D INSTALLATION. NTROL: OBSERVE STONE DURING FABRICATION AND ENS CE. AND BLEMISHES: CONTRASTING SPOTS, FOREIG IATIONS, AND IRREGULARITIES IN TYPICAL RED DEFECTS AND BLEMISHES. INDICATED ON DRAWINGS; EAC TURER TO INSURE CONSIST LS: ASTM C150, TY 5TM C144 SAN AT COLOR D. M A. IN FINI B. QUALITY OF APPEAR I. DEFEC COLOR BE CONSI C. COMPOSITE STONE: FROM A SINGLE MANU D. MORTAR AND GROUT MATE TYPE 5 HYDRATED LIME, AN SUBSTANCES; USE WHITE CEME STONE UNLESS OTHERWISE INDICA E. ACCESSORIES: PROVIDE ACCESSORIES REQUIRED FOR COMPLETE SYSTEM. F. FABRICATION: PROVIDE STONE WIT EXPO . P SURFACES SMOOTH, TRUE AND FLAT. I. STS E APPLICATION: INSTALL CURBS WITH SOFT STAINLESS EEL WIRE CHORS, MINIMUM 1/8" DIAMETER SET WITH PORTLAND CEME WITH SHRINKAGE REDUCER (EXTERIOR); GROUT JOINTS. 2. EXECUTE WORK WITH SKILLED MECHANICS AND EMPLOY SKILLED FITT''5 AT SITE TO DO NECESSARY FIELD CUTTING AS STONE IS SET. 3. TOOL JOINTS SLIGHTLY CONCAVE. WINGS, COMPLETE E CONSISTENCY LEMENTS, IRREGULAR ARACTERISTICS SHALL YPE OF STONE SHALL COME T COLOR. 1 PORTLAND CEMENT, ASTM C207 I CLEAN, FREE OF HARMFUL MORTAR AND GROUT, COLOR TO MATCH 1/8" GROUT JOINT. • • G. FABRICATION: FABRICATE AS 'OWN AND AS r . TAILED ON FINAL SHOP DRAWINGS WITH EXPOSED SURFACES S • • H, TRUE, AND • T. CUT ACCURATELY T SHAPE AND DIMENSI SHOWN ON FINAL SHOP DRAWINGS; I. COMPLY WITH F ^ : " !CATION TOLERANCES OF T STONE ASSOCIATION (I.E. GRANITE INSTI 'TE) FOR SPECIFIED FINISHES. RO TOLERANCE WHERE HAIRLINE JOI► S ARE REQUIRED. H. INSTALLATION: ►• NOT USE MATERIAL WITH CHIPS, CRACKS, •IDS, DISCOLORATIONS OR OTHER D CTS THAT MIGHT SE VISIBLE OR CAUSE STAIN! - IN FINISHED WORK. y; • SECTION 05500 - METAL FABRICATIONS A. GENERAL: PROVIDE MISCELLANEOUS METAL SHAPES AND FABRICATIONS AS REQUIRED AND NOT INCLUDED AS PART OF OTHER SECTIONS, WITH ANCHORS AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. B. SUBMITTALS: FURNISH SHOP DRAWINGS FOR CUSTOM FABRICATIONS, PRODUCT DATA FOR MANUFACTURED ITEMS; PROVIDE TEMPLATES FOR ANCHOR INSTALLATION BY OTHERS. C. STEEL SHAPES: ASTM A36 STEEL. D. GROUT: PROVIDE NON - SHRINK, NON - METALLIC, PRE - MIXED, FACTORY PACKAGED, NON- STAINING, NON - CORROSIVE, NON - GASEOUS GROUT; TYPE SPECIFICALLY RECOMMENDED BY MANUFACTURER FOR APPLICATIONS INDICATED. E. FASTENERS AND ROUGH HARDWARE: TYPE REQUIRED FOR SPECIFIC USAGE; PROVIDE ZINC - COATED FASTENERS FOR EXTERIOR USE OR WHERE BUILT INTO EXTERIOR WALLS. F. WELDING MATERIALS: AWS D1.1, TYPE REQUIRED FOR MATERIALS BEING WELDED. G. PAINT: PROVIDE PRIMERS AS RECOMMENDED BY PAINT MANUFACTURERS FOR SUBSTRATES AND PAINTS SPECIFIED IN SECTION 09900 - PAINTING. 1. GALVANIZING REPAIR PAINT: HIGH ZINC -DUST CONTENT PAINT FOR REGALVANIZ WELDS IN GALVANIZED STEEL. H. FABRICATION: FABRICATE ITEMS WITH JOINTS NEATLY FITTED AND PROPERLY SECURED; GRIND EXPOSED WELDS CONTINUOUS, SMOOTH AND FLUSH W ITH ADJACENT FINISHED SURFACES, AND EASE EXPOSED EDGES TO APPROXIMATE 1/32" UNIFORM RADIUS. 1. MAKE EXPOSED JOINTS FLUSH BUTT TYPE, HAIRLINE JOINTS WHERE MECHANICALLY FASTENED. 2. FIT AND SHOP ASSEMBLE IN LARGEST PRACTICAL SECTIONS FOR DELIVERY. I. FINISHES: GALVANIZE AND PRIME PAINT EXTERIOR MISCELLANEOUS METAL, PRIME PAINT INTERIOR MISCELLANEOUS METAL; GALVANIZE COATING MINIMUM Gq0 COATING, GALVANIZED AFTER FABRICATION. I. CLEAN SURFACES OF RUST, SCALE, GREASE AND FOREIGN MATTER PRIOR TO APPLYING GALVANIZED OR PAINTED FINISH. J. INSTALLATION: INSTALL ITEMS SQUARE AND LEVEL, ACCURATELY FITTED AND FREE FROM DISTORTION OR DEFECTS DETRIMENTAL TO APPEARANCE OR PERFORMANCE; ENSURE ALIGNMENT WITH ADJACENT CONSTRUCTION; COORDINATE WITH RELATED WORK TO ENSURE NO INTERRUPTION IN INSTALLATION. 1. SUPPLY ITEMS REQUIRING TO BE CAST INTO OR EMBEDDED IN OTHER MATERIALS TO APPROPRIATE TRADES. 2. AFTER INSTALLATION, TOUCH -UP FIELD WELDS AND SCRATCHED AND DAMAGED SURFACES; USE PRIMER CONSISTENT WITH SHOP COAT OR RECOMMENDED FOR GALVANIZED SURFACES, AS APPLICABLE. K. METAL FRAMING: CONTORM TO ASTM 0754; COMPLETE 16 GAGE AND LIGHTER STEEL STUDS AND SUSPENSION SYSTEMS FOR GYPSUM BOARD SYSTEMS (SEE DIVISION q SECTION 9260). PROVIDE ACCESSORIES REQUIRED FOR COMPLETE INSTALLATION SECTION 05700 - ORNAMENTAL METALS A. GENERAL: PROVIDE CUSTOM ORNAMENTAL METAL ITEMS AS INDICATED WITN ACCESSORIES AND ATTACHMENT DEVICES AS REQUIRED FOR COMPLETE, FINISHED INSTALLATION. 1. ORNAMENTAL METAL ITEMS: INSTALL STAINLESS STEEL AND BREAK METAL SHAPES AS INDICATED ON DRAWINGS. B. FABRICATOR: FIRM WITH MINIMUM FIVE YEARS SUCCESSFUL EXPERIENCE FABRICATING ORNAMENTAL METAL ITEMS SIMILAR TO THOSE REQUIRED FOR PROJECT. C. STAINLESS STEEL: ASTM A666, TYPE 302/304 CORROSION RESISTANT STAINLESS STEEL WITH NO. 4 SATIN DIRECTIONAL FINISH. D. BRACKETS AND ANCHORS: UNEXPOSED PLATES, ANGLES AND SUPPORTS MAY BE STEEL; EXPOSED ITEMS TO MATCH ORNAMENTAL METAL TYPE AND FINISH. E. FASTENERS: TYPE REQUIRED FOR SPECIFIC USAGE; PROVIDE CONCEALED FASTENERS EXCEPT WHERE SPECIFICALLY APPROVED; WHERE EXPOSED MATCH TYPE AND FINISH OF METAL BEING FASTENED. 1. CONCEALED STEEL FASTENERS: HOT - DIPPED GALVANIZED MINIMUM GqO WHERE BUILT INTO EXTERIOR WALLS OR SUBJECT TO HIGH HUMIDITY. F. FABRICATION: FABRICATE COMPONENT CONNECTIONS TO SUPPORT SPECIFIED DESIGN LOADS. 1. SELECT MATERIALS FOR STRAIGHTNESS, FREE OF DEFECTS AND IRREGULARITIES. 2. EXPOSED -TO -VIEW SURFACES EXHIBITING PITTING, SEAM MARKS, ROLLER MARKS, "OIL CANNING, STAINS, DISCOLORATI AND IMPERFECTIONS ON FINISHED UNITS ARE NOT ACCEPTABLE. 3. MAKE EXPOSED JOINTS FLUSH BUTT TYPE, HAIRLINE JOINTS WHERE MECHANICALLY FASTENED; PROVIDE CONCEALED CONNECTION DEVICES WITH HIDDEN FASTENERS OR AS DETAILED. 4. SEPARATE DISSIMILAR MATERIALS WITH BITUMINOUS PAINT WHERE CONCEALED, WITH PREFORMED SEPARATORS, OR SIMILAR METHOD TO PREVENT CORROSION. G. INSTALLATION: INSTALL ORNAMENTAL METAL ITEMS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, INSTALLATION INSTRUCTIONS, AND APPROVED 514OP DRAWINGS. I. INSTALL PLUMB, TRUE AND IN CORRECT RELATION TO ADJACENT WORK, FREE FROM DISTORTION OR DEFECTS DETRIMENTAL TO APPEARANCE AND PERFORMANCE. 2. PRIOR TO SECURING CONTINUOUS ITEMS, ADJUST TO ENSURE PROPER MATCHING AT BUTT JOINTS AND CORRECT ALIGNMENT THROUGHOUT THEIR LENGTH. SECTION 05800 - EXPANSION JOINT COVERS A. GENERAL: PROVIDE EXPANSION CONTROL AND RELATED WORK AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. QUALITY CONTROL: FLOOR COVERS SHALL BE DESIGNED TO WITHSTAND A MIN. POINT LOAD OF 500 LBS., WALL COVERS SHALL BE DESIGNED TO WITHSTAND A MIN. POINT LOAD OF 75 LBS. C. FABRICATION: PROVIDE EXPASION JOINT COVER ASSEMBLIES OF DESIGN, BASIC PROFILE, MATERIALS, AND OPERATION INDICATED. SELECT UNITS COMPARABLE TO THOSE INDICATED OR REQUIRED TO ACCOMODATE JOINT SIZE, VARIATIONS IN ADJACENT SURFACES, $ STRUCTURAL MOVEMENT. PROVIDE ALUMINUM COVERS OF ALLOY 6063 -T5 FOR EXTRUSTIONS * ALLOY 6061 -T6 FOR SHEET $ PLATE. D. FINISH: CLEAR ANODIZE FINISH, AA- C204R1, MEDIUM MATTE ETCHED FINISH WITH 0.4 MIL MIN. THICK ANODIC COATING. E. INSTALLATION: COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR ALL PHASES OF WORK, INCLUDING PREPARATION OF SUBSTRATE, APPLYING MATERIALS AND PROTECTION OF INSTALLED UNITS. DIVISION SIX: WOOD AND PLASTICS SECTION 06105 - MISCELLANEOUS ROUGH CARPENTRY A. B. C. PLYWOOD STANDARD: COMPLY WITH PS1 (ANSI A1gq.I). PLYWOOD PANEL BOARDS: PROVIDE PANEL BOARDS FOR ELECTRICAL AND COMMUNICATION PANEL BOARDS; APA C -D PLUGGED, INTERIOR TYPE PLYWOOD WITH EXTERIOR GLUE, FIRE RETARDANT TREATED; MINIMUM 1/2" THICK. D. FASTENERS: PROVIDE FASTENERS AS REQUIRED FOR COMPLETE, SECURE INSTALLATION OF MISCELLANEOUS ROUGH CARPENTRY; GALVANIZED AT EXTERIOR LOCATIONS AND PRESSURE TREATED WOOD; SIZE AND TYPE TO SUIT APPLICATION; PROVIDE WASHERS FOR NUTS AND BOLTS. E. INSTALLATION: COMPLY WITH REFERENCED STANDARDS AND APPLICABLE CODE REQUIREMENTS. 1. PLYWOOD: COMPLY WITH RECOMMENDATIONS OF AMERICAN PLYWOOD ASSOCIATIO (APA) FOR FABRICATION AND INSTALLATION OF PLYWOOD WORK. M. B. 3. REPAIR OR REPLACE ITEMS DAMAGED OR MARRED DURING CONSTRUCTION. GENERAL: PROVIDE MISCELLANEOUS ROUGH CARPENTRY. STANDARDS: COMPLY WITH REQUIREMENTS OF AMERICAN PLYWOOD ASSOCIATION (APA), AND APPLICABLE CODE REQUIREMENTS. PLYWOOD: PROVIDE MINIMUM APA C -D EXTERIOR (CDX) PLYWOOD; STRESS RATED WHERE SPANNING SUPPORTING MEMBERS; FIRE RETARDANT TREATED; MINIMUM 3/4" THICK UNLESS OTHERWISE INDICATED. 2. PLACE MISCELLANEOUS ROUGH CARPENTRY TRUE TO LINES AND LEVELS. 3. CORRELATE LOCATION SO ATTACHED WORK WILL COMPLY WITH DESIGN REQUIREMENTS AND BE PROPERLY LOCATED. 4. CONSTRUCT MEMBERS OF CONTINUOUS PIECES OF LONGEST POSSIBLE LENGTHS. 5. FIT CARPENTRY WORK TO OTHER WORK; SCRIBE AND COPE AS REQUIRED FOR ACCURATE FIT. 6. SECURELY ATTACH CARPENTRY WORK TO SUBSTRATES BY ANCHORING AND FASTENING AS REQUIRED BY RECOGNIZED STANDARDS. 7. PROVIDE WASHERS UNDER BOLT HEADS AND NUTS IN CONTACT WITH WOOD. SECTION 06200 - FINISH CARPENTRY A. GENERAL: INSTALL BOARD AND BATTEN WALL FINISH AND ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. PROVIDE NON -SALES WOOD SHELVI NG. B. STANDARDS: CONFORM TO ARCHITECTURAL WOODWORK INSTITUTE (AWI) /QUALITY STANDARDS OR WOODWORK INSTITUTE OF CALIFORNIA (WIC) "MANUAL OF MILLWORK" STANDARDS; MINIMUM IN GRADE. C. SUBMITTALS: FURNISH PRODUCT DATA FOR MANUFACTURED ITEMS, SHOP DRAWINGS FOR CUSTOM ITEMS, SAMPLES OF EACH EXPOSED FINISH. D. CERTIFICATION: CERTIFICATION WILL NOT BE REQUIRED. E. DELIVERY, STORAGE AND HANDLING: COMPLY WITH AN OR WIC STANDARDS AND MANUFACTURE RECOMMENDATIONS. F. NON -SALES WOOD SHELVING: AN OR WIG /CUSTOM GRADE HARDWOOD -EDGED PLYWOOD. 1. ADJUSTABLE SHELVING BRACKETS: INSTALL HEAVY DUTY STANDARDS AND BRACKETS WITH SLOTS 2" ON CENTER, SUPPORTS MAXIMUM 24" APART, AND MINIMUM 12" SHELF BRACKETS UNLESS OTHERWISE INDICATED. G. PLASTIC LAMINATE BASE: AM OR WIC /CUSTOM GRADE NEMA LD -3.1 HIGH PRESSURE LAMINATES, VERTICAL SURFACE TYPE NOMINAL 0.032" THICK, WITH 1/4" MEDITE CORP /MEDITE II MDF BACKING. 1. MANUFACTURERS: WILSONART /METAL LAMINATES. 2. TYPE: REFER TO FINISH SCHEDULE. H. ANCHORS, NAILS AND SCREWS: SELECT THE MATERIAL, TYPE, SIZE AND FINISH REQUIRED BY EACH SUBSTRATE FOR SECURE ANCHORAGE; PROVIDE TOOTHED STEEL OR LEAD EXPANSION BOLT SCREWS FOR DRILLED -IN -PLACE ANCHORS. I. WOOD FILLER: COLOR TO MATCH WOOD BEING FILLED. J. FABRICATION: FABRICATE FINISH CARPENTRY ITEMS IN ACCORDANCE WITH SPECIFIED QUALITY STANDARD. K. INSTALLATION: INSTALL WORK CONSISTENT WITH SPECIFIED QUALITY GRADE, PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS; SHIM AS REQUIRED, USING CONCEALED SHIMS. 1. INSTALL BOARDS AND BATTENS IN SINGLE, UNJOINTED LENGTHS FOR OPENINGS AND FOR RUNS LESS THAN 10' -0 "; FOR LONGER RUNS USE ONLY ONE PIECE LESS THAN 10' -0 "; PROVIDE SCARF JOINTS BETWEEN MEMBERS, STAGGER JOINTS IN ADJACENT MEMBERS; MITER CORNERS. L. PREPARATION FOR FIELD FINISHING: SAND WORK SMOOTH AND SET EXPOSED NAILS AND SCREWS; APPLY WOOD FILLER IN EXPOSED NAIL AND SCREW INDENTATIONS AND LEAVE READY TO RECEIVE SITE - APPLIED FINISHES. 1. SEAL CONCEALED AND SEMI - CONCEALED SURFACES; BRUSH APPLY ONLY, USING PRIMER CONSISTENT WITH FINISH COATS SPECIFIED UNDER SECTION Og900 - PAINTS AND COATINGS. PLYWOOD WALL PANELS: AS SPECIFIED ON THE FINISH SCHEDULE. 1. PLEASING MATCH - VENEERS ARE TO BE MATCHED BY COLOR AND PATTERN SIMILARITY. NO SHARP CONTRASTS CAN APPEAR AT THE JOINTS. SECTION 06400 - ARCHITECTURAL WOODWORK A. GENERAL: INSTALL OWNER FURNISHED CASEWORK AND COUNTERTOPS; PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. STANDARDS: CONFORM TO ARCHITECTURAL WOODWORK INSTITUTE (AWI) /QUALITY STANDARDS OR WOODWORK INSTITUTE OF CALIFORNIA (WIC) "MANUAL OF MILLWORK" STANDARDS; MINIMUM PREMIUM GRADE. C. SUBMITTALS: FURNISH PRODUCT DATA FOR CONTRACTOR FURNISHED ACCESSORIES INCLUDING SAMPLES OF EXPOSED MATERIALS. D. STORAGE AND HANDLING: COMPLY WITH MANUFACTURER RECOMMENDATIONS. E. ACCESSORIES: PROVIDE AS INDICATED AND AS REQUIRED TO INSTALL ARCHITECTURAL WOODWORK AS INDIGATED; COORDINATE ACCESSORIES REQUIRED FOR INSTALLATION OF OWNER FURNISHED ARCHITECTURAL WOODWORK NOT FURNISHED WITH ARCHITECTURAL WOODWORK. F. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND REFERENCED STANDARDS. TAKE SPECIAL CARE COORDINATING INSTALLATION OF OWNER FURNISHED ARCHITECTURAL WOODWORK WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION I NSTRUCTI ONS. 1. INSTALL WORK CONSISTENT WITH SPECIFIED QUALITY GRADE, PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. 2. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISHED WORK. SHREMSHOCK ARCHITECTS, INC. 6130 S. S. R ROAD WESTERY 614 -545 ..h'.. D z ! W O = O W H a t C = W W W V1 v UOVC9 W v =r W C d T T Y Z Q © w . W C;v4=L w 2 w W � ' i .7 U 0- O N • C] of 2 rJ p • F' W a 4. = F p 4? = = 5 t Le3 y [C J O O N W m a <o EL- a m & a a� � W ▪ j L o oc °a° i �ir o W d � a -(j CC [C yid ° W l i d 2 [O? 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UO�: dC Z W V) J LaJ a�o 4 g p v:G m W w W 0 W C 7 = V)I -,= = g W y p d d U. r Ud lC w 4 ° 00 `LRiLCA -f lED FOR CJP: comp ,, JUN 1. 6 X 008 �s relnks 0 Q a ]C W w I- z w 0 1 M g DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: REVISIONS: c EQUIRED BY: 1 RECEIVED duN ICI 6 mnll PER • INDICATES NO REVISION TO THIS SHEET N in a) 0 o ooco 0_ o o DATE 05/27/08 04/18/2008 MH AMH KMM SPECIFICATIONS DRAWING NUMBER: 1 TABLE OF CONTENTS DIVISION 0: CONDITIONS OF THE CONTRACT 00700 GENERAL CONDITIONS (AIA A201 -Iq 7) 00800 SUPPLEMENTARY CONDITIONS DIVISION 1: GENERAL REQUIREMENTS 01100 SUMMARY OF WORK 01300 ADMINISTRATIVE REQUIREMENTS 01400 QUALITY REQUIREMENTS 01500 TEMPORARY FACILITIES AND CONTROLS 01600 PRODUCT REQUIREMENTS 01630 SUBSTITUTIONS AND PRODUCT OPTIONS 01700 EXECUTION REQUIREMENTS 01735 SELECTIVE DEMOLITION 01800 SYSTEMS DEMONSTRATION DIVISION 2: SITE CONSTRUCTION (NOT USED) DIVISION 3: CONCRETE 03540 CEMENTITIOUS UNDERLAYMENT DIVISION 4: MASONRY 04850 STONE ASSEMBLIES DIVISION 5: METALS 05500 METAL FABRICATIONS 05700 ORNAMENTAL METALS DIVISION 6: WOOD AND PLASTICS 06105 MISCELLANEOUS ROUGH CARPENTRY 06200 FINISH CARPENTRY 06400 ARCHITECTURAL WOODWORK DIVISION 7: THERMAL AND MOISTURE PROTECTION 07210 BUILDING INSULATION 07560 ROOF REPAIRS 07600 FLASHING AND SHEET METAL 07810 PATCH ING EXISTING FIREPROOFING 07840 FIRESTOPPING 07900 JOINT SEALERS DIVISION 8: DOORS AND WINDOWS 08110 STEEL DOORS AND FRAMES 08210 WOOD DOORS 08310 ACCESS DOORS AND PANELS 08410 ALUMINUM FRAMED STOREFRONTS 08700 HARDWARE 08800 GLAZING 08830 FRAMELESS MIRRORS DIVISION q: FINISHES 09260 GYPSUM BOARD ASSEMBLIES 09300 TILE O1510 ACOUSTICAL CEILINGS 09640 WOOD STRIP FLOORING 09650 RESILIENT TILE FLOORING 04655 RESILIENT SHEET FLOORING NM CARPET AND WALK -OFF MAT Og720 VINYL WALL COVERING 09720 CORK WALL COVERING 09770 PREFINISHED FIBERGLASS WALL PANELS ogg00 PAINTS AND COATINGS DIVISION 10: SPECIALTIES 10160 METALTOILET COMPARTMENTS 10260 CORNER GUARDS 10500 LOCKERS 10536 AWNINGS 1%80 COMPACT MOBILE STORAGE UNITS 10810 TOILET ACCESSORIES DIVISION 11: EQUIPMENT (NOT USED) DIVISION 12: FURNISHINGS (NOT USED) DIVISION 13: SPECIAL CONSTRUCTION (NOT USED) DIVISION 14: CONVEYING SYSTEMS (NOT USED) DIVISION 15: MECHANICAL (REFER TO MECHANICAL DRAWINGS) DIVISION 16: ELECTRICAL (REFER TO ELECTRICAL DRAWINGS) DIVISION 0: CONDITIONS OF THE CONTRACT SECTION 00700 -- GENERAL CONDITIONS A. GENERAL CONDITIONS: THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, AIA DOCUMENT A201, 1 17 EDITION, 15 A PART OF THIS CONTRACT, AND SHALL GOVERN WORK. 1. A COPY WILL BE MADE AVAILABLE BY ARCHITECT UPON REQUEST. SECTION 00800 - SUPPLEMENTARY CONDITIONS A. CONDITIONS AND REQUIREMENTS: GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIVISION 1 - GENERAL REQUIREMENTS CONTAIN INFORMATION NECESSARY FOR COMPLETION OF EVERY PART OF PROJECT. B. DIVISION I: WHERE PROVISIONS OF GENERAL CONDITIONS RELATE TO PROJECT ADMINISTRATION OR WORK - RELATED REQUIREMENTS OF THE CONTRACT, THOSE PARAGRAPHS ARE EXPANDED IN DIVISION. C. SUBCONTRACTORS: CONTRACTOR AGREES TO BIND SUBCONTRACTORS AND MATERIAL SUPPLIERS TO TERMS OF GENERAL AND SUPPLEMENTARY CONDITIONS, INCLUDING ARBITRATION. D. E. INSURANCE: AS APPROVED BY OWNER. MISCELLANEOUS DEFINITIONS: 1. APPROVED: REQUIRES WRITTEN ACTION BY ARCHITECT AS DOES TERMS SUCH AS DIRECTED, SELECTED, REQUIRED, ORDERED, DESIGNATED, ACCEPTED, ACCEPTABLE, AND SATISFACTORY. 2. FURNISH: SUPPLY AND DELIVER TO PROJECT, UNLESS OTHERWISE STATED IN GREATER DETAIL. 3. INSTALL: OPERATIONS AT PROJECT, FROM INSPECTING AND UNLOADING, TO COMPLETION IN PLACE, READY FOR INTENDED USE. 4. PROVIDE: FURNISH AND INSTALL, COMPLETE AND READY FOR INTENDED USE, UNLESS OTHERWISE STATED IN GREATER DETAIL. DIVISION ONE: GENERAL REQUIREMENTS SECTION 01100 - SUMMARY OF WORK A. SCOPE: PROJECT CONSISTS OF CONSTRUCTION OF THE EXPRESS STORE AS INDICATED IN CONTRACT DOCUMENTS. 1. ITEMS NOTED "WIC" (NOT IN CONTRACT) WILL BE FURNISHED AND INSTALLED BY OWNER OR UNDER SEPARATE CONTRACT. 2. HAZARDOUS MATERIALS: NOT IN CONTRACT; OWNER WILL PROVIDE FOR HANDLING OF HAZARDOUS MATERIALS UNDER SEPARATE CONTRACT PRIOR TO THIS PROJECT. IF HAZARDOUS MATERIALS ARE SUSPECTED, NOTIFY OWNER IMMEDIATELY. B. WORK SEQUENCE: COORDINATE CONSTRUCTION SCHEDULE, OPERATIONS AND USE OF PREMISES WITH BUILDING MANAGEMENT. C. CONTRACTOR USE OF PREMISES: LIMIT TO AREAS INDICATED ON DRAWINGS AND AS SPECIFIED; LIMIT ACCESS AS DIRECTED BY OWNER. D. LINES AND LEVELS ENGINEERING: ESTABLISH LINES AND LEVELS BY USE OF RECOGNIZED ENGINEERING PRACTICES. LOCATE AND PROTECT CONTROL AND REFERENCE POINTS. REGULATORY REQUIREMENTS: PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH APPLICABLE CODES. COMPLY WITH CODE REQUIREMENTS FOR CONSTRUCTION. INFORM ARCHITECT OF DISCREPANCIES OBSERVED OR NOTED BY OTHERS. E. F. G. SECTION 01300 - ADMINISTRATIVE REQUIREMENTS A. B. SHOP DRAWINGS: SUBMIT ONE REPRODUCIBLE AND TWO PRINTS; PROVIDE FOR CUSTOM PRODUCTS AND PRODUCTS NOT FULLY IDENTIFIED BY PRODUCT DATA. C. PRODUCT DATA: SUBMIT NUMBER REQUIRED BY CONTRACTOR PLUS TWO FOR OWNER'S PROJECT MANAGER; INDICATE ITEM TO BE USED WHERE DATA FOR MORE THAN ONE PRODUCT OR OPTION IS INCLUDED; PROVIDE FOR EACH STOCK MANUFACTURED ITEM. D. MANUFACTURER'S CERTIFICATES: PROVIDE TWO. E. COORDINATION: COORDINATE USE OF PREMISES AND ACCESS TO SITE UNDER DIRECTION OF OWNER; COORDINATE WORK TO ASSURE EFFICIENT AND ORDERLY SEQUENCE OF INSTALLATION OF CONSTRUCTION ELEMENTS. SECTION 01400 - QUALITY REQUIREMENTS A. GENERAL QUALITY CONTROL: MAINTAIN QUALITY CONTROL OVER SUPPLIERS, MANUFACTURERS, PRODUCTS, SERVICES, SITE CONDITIONS, AND WORKMANSHIP, TO PRODUCE WORK OF SPECIFIED QUALITY. B. STANDARDS: COMPLY WITH STANDARDS REFERENCED EXCEPT WHERE MORE RIGID REQUIREMENTS ARE REQUIRED BY CODE. DATE OF STANDARD IS THAT IN EFFECT AS OF DATE DOCUMENTS ARE ISSUED, EXCEPT WHEN SPECIFIC DATE 15 SPECIFIED. OWNER FURNISHED, CONTRACTOR INSTALLED ITEMS: OWNER WILL ARRANGE FOR AND PAY FOR PRODUCT AS INDICATED ON DRAWINGS TO BE DELIVERED TO PROJECT SITE FOR CONTRACTOR INSTALLATION. 1. CONTRACTOR SHALL INSPECT, RECEIVE, UNLOAD, STORE, INSTALL AND FINISH AS DIRECTED. PROCEDURES: CONTRACTOR SHALL REVIEW AND APPROVE SUBMITTALS PRIOR TO SUBMITTING TO OWNER'S PROJECT MANAGER; INFORM OWNER'S PROJECT MANAGER IN WRITING AT TIME OF SUBMISSION OF ANY PROPOSED DEVIATION FROM CONTRACT DOCUMENTS. 1. SUBMITTAL BY CONTRACTOR REPRESENTS THAT FIELD MEASUREMENTS, FIELD CONSTRUCTION CRITERIA, MATERIALS, CATALOG NUMBERS AND SIMILAR DATA HAVE BEEN DETERMINED AND VERIFIED BY CONTRACTOR. 1. MAKE PROVISIONS FOR OWNER INSTALLED ITEMS AND FOR SEPARATE CONTRACTS. 2. VERIFY CHARACTERISTICS OF INTERRELATED OPERATING EQUIPMENT ARE COMPATIBLE; COORDINATE WORK HAVING INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING, CONNECTION TO, AND PLACING SUCH EQUIPMENT IN SERVICE. 3. COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL AND ELECTRICAL WORK; CONCEAL PIPES, DUCTS, AND WIRING IN FINISHED AREAS; COORDINATE LOCATIONS OF FIXTURES AND OUTLETS WITH FINISHES. MANUFACTURER'S FIELD SERVICES: WHEN SPECIFIED IN RESPECTIVE SPECIFICATION SECTIONS, REQUIRE MANUFACTURER OR SUPPLIER TO HAVE QUALIFIED PERSONNEL PROVIDE ON -SITE OBSERVATIONS AND RECOMMENDATIONS. 1. REPRESENTATIVE SHALL: A. OBSERVE FIELD CONDITIONS, INCLUDING CONDITIONS OF SURFACES. OBSERVE QUALITY OF WORKMANSHIP AND METHODS OF INSTALLATION. B. PROVIDE RECOMMENDATIONS FOR INSTALLATION AND WORKMANSHIP. C. WHERE REQUIRED, START, TEST, AND ADJUST EQUIPMENT AS APPLICABLE. D. SUBMIT WRITTEN REPORT TO OWNER'S PROJECT MANAGER OF OBSERVATIONS. C. MOCK -UPS: CONSTRUCT FIELD SAMPLES AND MOCK -UPS ON SITE AS REQUIRED. D. TESTING LABORATORY SERVICES: TESTING SHALL BE BY AN APPROVED TESTING LABORATORY, AS REQUIRED BY SPECIFICATIONS AND BY APPLICABLE CODES. SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS A. B. 1. TESTING REQUIRED WILL BE PAID FOR BY OWNER EXCEPT RETESTING WILL BE PAID FOR BY CONTRACTOR WHERE REQUIRED BY FAILURE TO MEET ORIGINAL TESTS. 2. CONTRACTOR SHALL FURNISH MATERIALS AND SAMPLES FOR TESTS AND SHALL ASSIST TESTING LABORATORY AS REQUESTED. GENERAL: PROVIDE TEMPORARY CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS AS REQUIRED TO COMPLETE PROJECT IN ACCORDANCE WITH CONTRACT DOCUMENTS AND TO CONFORM WITH REQUIREMENTS OF APPLICABLE AUTHORITIES. 1. CONTRACT GOVERNING AUTHORITIES TO ESTABLISH EXTENT OF TEMPORARY FACILITIES AND TEMPORARY CONTROLS REQUIRED BY AUTHORITIES. POWER: PRO VI POWER SERVICE AND LI TIN TEMPORARY P ER PR V GH G REQUIRED FOR OPERATIONS, WITH BRANCH WIRING AND DISTRIBUTION BOXES LOCATED TO ALLOW SERVICE AND LIGHTING BY MEANS OF CONSTRUCTION -TYPE POWER CORDS. C. TEMPORARY WATER AND SANITARY SERVICES: PROVIDE AND MAINTAIN REQUIRED DRINKING WATER AND SANITARY FACILITIES WITH ENCLOSURES. D. NOISE, DUST, AND POLLUTION CONTROL: PROVIDE MATERIALS AND EQUIPMENT NECESSARY TO COMPLY WITH LOCAL REQUIREMENTS FOR NOISE, DUST, AND POLLUTION CONTROL. E. BARRIERS: PROVIDE AS REQUIRED TO PROTECT ADJACENT PROPERTIES FROM DAMAGE FROM OPERATIONS; AND AS REQUIRED BY GOVERNING AUTHORITIES. 1. BARRICADE AS REQUIRED BY CITY OR LANDLORD, IN ACCORDANCE WITH ALL CODES, CRITERIA, AND DETAILS. 2. SECURITY: MAINTAIN SITE AND MATERIALS SECURE DURING CONSTRUCTION PERIOD. F. CLEANING: CONTROL ACCUMULATION OF WASTE MATERIALS AND RUBBISH; DISPOSE OF OFF -SITE AT INTERVALS APPROVED BY OWNER'S PROJECT MANAGER AND ACCEPTABLE TO APPLICABLE AUTHORITIES. SIGNS: SUBJECT TO APPROVAL OF OWNER'S PROJECT MANAGER. STORAGE: LIMIT ON -SITE STORAGE TO AREAS DESIGNATED FOR CONSTRUCTION OPERATIONS AND APPROVED IN WRITING IN ADVANCE BY OWNER; PROVIDE ADDITIONAL WEATHER- TIGHT, SECURED OFF -SITE STORAGE AS REQUIRED. I. REMOVAL AND CLEANING: REMOVE CONSTRUCTION FACILITIES, CLEAN AND REPAIR DAMAGE, IN EXCESS OF CONTRACT REQUIREMENTS, CAUSED BY OPERATIONS OR USE OF TEMPORARY FACILITIES. G. H. SECTION 01600 - PRODUCT REQUIREMENTS A. CONTRACT AMOUNT: BASE ON MATERIALS AND PRODUCTS IN CONTRACT DOCUMENTS; WHERE LISTED IN CONTRACT DOCUMENTS, MATERIALS AND PRODUCTS BY MANUFACTURERS NOT LISTED SHALL NOT BE USED WITHOUT WRITTEN APPROVAL. G. 3. 4. SECURE WORK TO GROUNDS, STRIPPING AND BLOCKING WITH COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING AS REQUIRED FOR A COMPLETE INSTALLATION. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISHED WORK. INSTALL ARCHITECTURAL WOODWORK UNDER SUPERVISION OF FACTORY- TRAINED MECHANICS. 7. ATTACH ARCHITECTURAL WOODWORK SECURELY IN PLACE W TH UNIFORM JOINTS PROVIDING FOR THERMAL AND BUILDING MOVEMENTS. 5. 6. S ENSURE MECHANICAL AND ELECTRICAL ITEMS AFFECTING ARCHITECTURAL WOODWORK ARE PROPERLY PLACED, COMPLETE, AND 1-IAVE BEEN INSPECTED BY OWNER'S PROJECT MANAGER PRIOR TO COMMENCEMENT OF INSTALLATION. ACCEPTABLE TOLERANCES: A. VARIATION FROM TRUE POSITION: MAXIMUM 1/16" AT ANY POSITION AND MAXIMUM 1/8" IN ANY IO' -0" LENGTH. ADJOINING SURFACES OF SAME MATERIAL: NO VARIATION PERMITTED. SECTION 07210 - BUILDING INSULATION A. GENERAL: PROVIDE THERMAL INSULATION WITH ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. 1. INSULATION INTEGRAL WITH ROOFING REPAIRS 15 PROVIDED WITH ROOFING, AND ACOUSTICAL INSULATION IS PROVIDED WITH GYPSUM BOARD ASSEMBLIES. THERMAL BATT INSULATION: OWENS CORNING /F5 -25, USG /THERMAFIBER F525, OR JOHN MANVILLE/FSK -25; FOIL FACED VAPOR RETARDER FACED, VAPOR RETARDER TOWARD I 1. THICKNESS /R- VALUE: AS INDICATED ON DRAWINGS. ACCESSORIES: PROVIDE TAPE OR PENETRATION ANCHORS WHERE REQUIRED TO ENSU ERMANENT INSTALLATION. STALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS. ION 07240 - EXTERIOR INSULATION FINISIH SYSTEM L N INCLUDES TERIALS AND INSTALLATION OF EIFS. SECTIONS TION 07210: BUILDING INSULATION TION 07560: ROOF REPAIRS ION 07600: FLASHING AND SHEET METAL ON 07900: JOINT SEALERS N 08410: ALUMINUM FRAMED STOREFRONTS 08800: GLAZING Og260: GYPSUM BOARD ASSEMBLIES REMENTS :DESIGN FOR MAXIMUM ALLOWABLE SYSTEM DEFLECTION, WALL, OF L/240. DESIGN FOR WIND LOAD IN CONFORM • NTROL: PREVENT THE ACCUMULATION OF WATER BE ENSATION OR LEAKAGE THROUGH THE WALL CONS F THE WALL ASSEMBLY. ING TO DIRECT WATER TO THE EXTERIOR WH PONENTS IN THE WALL ASSEMBLY, INCLUDING, WINDOW AND DOOR SILLS, AT ROOF /WALL IN WER WALLS WITH HIGHER WALLS, ABOVE THE WALL. ON AND CONDENSATION -- PERFORM A DE 0 DETERMINE THE POTENTIAL FOR ACCU A RESULT OF WATER VAPOR DIFFUSI THICKNESS AND /OR OTHER WALL ASS IMIZE THE RISK OF CONDENSATION. NTERIOR SIDE OF THE WALL IN WA ACT RESISTANCE TO A MINIMUM REAS ACCESSIBLE TO PEDES ESS OR IMPACT H WIDE EXPANSION JOINTS RTING CONSTRUCTION, W LS, AT CHANGES IN BUI CONSTRUCTION. ALANT JOINTS AT AL SEALANT THAT HA OR DETERMINING IOR INSULATIO GATION AFTE Y MOISTUR FEATURE HITECTU LL 1-10 RFAC F 0 C. D. I SEC A. GEN 1.01 SECTI A. M 1.02 RELAT A. S B. SE C. SEC D. SEC E. SECT F. SECTI G. SECTI 1.03 DESIGN REQ A. WIND LO PLANE OF T REQU IREMENT B. MOISTURE EITHER BY CO AND DETAILING A) PROVIDE PENETRATE HEADS, BEN EA ABUTMENTS OF AT THE BASE 0 B) VAPOR DIFFU WALL ASSEMBLY WALL ASSEMBLY A ADJUST INSULATI ACCORDINGLY TO M RETARDERS ON THE C. IMPACT RESISTANCE PROVIDE ULTRA -HIGH IM FINISHED GRADE AT ALL EXPOSED TO ABNORMAL 5 D. JOI NTS 1. DESIGN MINIMUM 3/4 I THE SUBSTRATE OR SUP CONSTRUCTION OR MATER MULTI -LEVEL WOOD FRAME 2. MINIMUM 1/2 INCH WIDE S (W INDOWS, DOORS, ETC.). 3. INSTALL BACKER ROD AND ASTM C 1382, "TEST METHOD SEALANTS WHEN USED IN EXT THAT MEETS MINIMUM 50% EL 4. DESIGN JOINTS WITH SECOND EXTERIOR. F. TRIM, PROJECTING ARCHITECTURA 1. ALL TRIM AND PROJECTING AR SLOPE ALONG THEIR TOP SURFACE. C27'] SLOPE ALONG THEIR BOTTOM 5 H. FIRE PROTECTION DO NOT USE FOAM PLASTIC IN EXCESS RATING 15 REQUIRED BY CODE USE EIFS 1.04 SUBMITTALS A. SAMPLES FOR APPROVAL AS DIRECTED B. PREPARE AND SUBMIT PROJECT - SPEC I DOCUMENTS). 1.05 QUALITY ASSURANCE A. MANUFACTURER REQUIREMENTS 1. MEMBER IN GOOD STANDING OF T 2. SYSTEM MANUFACTURER FOR A FACILITIES ISO 9002 CERTIFIED. 3. MANUFACTURER'S WALL ABBE DESIGN MANUAL. B. CONTRACTOR REQUIREMENTS 1. ENGAGED IN APPLICATION OF 2. KNOWLEDGEABLE IN THE PR BY STO AS HAVING ATTENDED 3. EMPLOY SKILLED MECHANI APPLICATION, AND FAMILIAR 4. SUCCESSFUL COMPLETION COMPLEXITY TO THE SPECIE 5. PROVIDE THE PROPER INSTALL THE SYSTEM IN AND THE PROJECT PLANS C. INSULATION BOARD MAN 1. RECOGNIZED BY STO REQUIREMENTS, AND HO 2. LISTED BY AN APP 3. LABEL INSULATION LISTING AGENCY AND 1.06 DELIVERY, STORAGE A. DELIVER ALL M MANUFACTURER'S N B. PROTECT COAT OF 9C 7F STORE C. PROTECT PO AND HUMIDITY. 1.07 PROJECT /SITE CO A. MAINTAIN A DRYING PERIO B. PROVIDE ( C. PROVIDE APPLICATIO 1.08 COORDINATIO A. PROVID MINIMUM 0 B. PROVI OTHER P C. INST ARE INS D. INS DIRECT E. IN AND F. TI I • l • E EIF INIMUM LY LISTED IFS FOR A MI ER USE AND H TO EIFS CONTIN WHO ARE EXPERI ITH THE REQUIREM OF MINIMUM OF THRE D PROJECT. UIPMENT, MANPOWER A MPLIANCE WITH STO'S PU AND SPECIFICATIONS. ACTURER REQUIREMENTS 5 CAPABLE OF PRODUCING IN D A VALID LICENSING AGREEME OVED AGENCY. ARD WITH INFORMATION REQUIR HE APPLICABLE BUILDING CODE. D HANDLING ERIALS IN THEIR ORIGINAL SEALED CO E AND IDENTIFICATION OF PRODUCT. G5 (PAIL PRODUCTS) FROM FREEZING A Y FROM DIRECT SUNLIGHT. LAND CEMENT BASED MATERIALS (BAG PR ORE UNDER COVER OFF THE GROUND IN A D ITIONS BI ENT AND SURFACE TEMPERATURES ABOVE 40' , MINIMUM 24 HOURS AFTER APPLICATION OFEIFS. PPLEMENTARY HEAT FOR INSTALLATION IN TEMP ROTECTION OF SURROUNDING AREAS AND ADJACENT OF MATERIALS. SCHEDULING SITE GRADING SUCH THAT EIFS TERMINATES ABOVE FINIS 8 INCHES (203 MM) OR AS REQUIRED BY CODE. E PROTECTION OF ROUGH OPENINGS BEFORE INSTALLING WIN ETRATIONS THROUGH THE WALL AND PROVIDE SILL FLASHING. L WINDOW AND DOOR HEAD FLASHING IMMEDIATELY AFTER WIN ALLED. ALL DIVERTER FLAW INGS WHEREVER WATER CAN ENTER THE WAL WATER TO THE EXTERIOR. ALL COPINGS AND SEALANT IMMEDIATELY AFTER INSTALLATION OF HEN EIFS COATINGS ARE DRY. ACH PENETRATIONS THROUGH EIFS TO STRUCTURAL SUPPORT AND PR SEAL AT PENETRATIONS. 1.09 WARRANTY PROVIDE MANUFACTURER'S ST R AND MATERIAL WARRANTY. • ORMAL TO THE CE WITH CODE D THE El SYSTEM, CTION, IN THE DESIGN RE IT IS LIKELY TO E WINDOW AND DOOR ERSECTIONS, DECKS, OJECTING FEATURES, AND POINT ANALYSIS OF THE LATION OF MOISTURE IN THE AND CONDENSATION. LY COMPONENTS OID THE USE OF VAPOR , HUMID CLIMATES. EIGHT OF 6' -0" (1.6 M) ABOVE AN TRAFFIC AND OTHER AREAS N THE EIFS WHERE THEY EXIST IN ERE THE EIFS ADJOINS DISSIMILAR DING HEIGHT, AND AT FLOOR LINES IN PENETRATIONS THROUGH THE EIFS BEEN EVALUATED IN ACCORDANCE WITH ENSILE ADHESION PROPERTIES OF AND FINISH SYSTEM (EIFS) JOINTS," AND CONDITIONING. PROTECTION AND DRAIN JOINTS TO THE AND REVEALS L FEATURES MUST HAVE A MINIMUM 1:2 [27'] ZONTAL REVEALS MUST HAVE A MINIMUM 1:2 INCHES THICK. WHERE A FIRE - RESISTANCE ER RATED ASSEMBLY Y L5D4C PROJECT MANAGER. DETAILS (WHEN REQUIRED BY CONTRACT INDUSTRY MEMBERS ASSOCIATION (EIMA). F TWENTY (20) YEARS. MANUFACTURING SIDE. IN GYPSUM ASSOCIATION FIRE RESISTANCE MUM OF THREE (3) YEARS. DLING OF STO MATERIALS AND LISTED G EDUCATION. CEO AND KNOWLEDGEABLE IN El F5 TS OF THE SPECIFIED WORK. (3) PROJECTS OF SIMILAR SIZE AND SUPERVISION ON THE JOB SITE TO ISWED SPECIFICATIONS AND DETAILS LATION BOARD TO MEET SYSTEM T WITH 5TO. BY STO, THE APPROVED TAINERS BEARING TEMPERATURES IN EXCESS UCTS) FROM MOISTURE Y LOCATION. DURING APPLICATION AND TURES LESS THAN 40'F URFACES FROM ED GRADE A WS, DOORS, AND W5 AND DOORS ASSEMBLY TO E EIF SYSTEM VIDE WATER NDARD • • r • 2.02 2.03 A B. 1. 2.04 INSU NOM WITI -I A EXPANDE BOARD 0 2.05 BASE COAT A. CEMEN 1. STO B COAT WITH LESS T ACHIEVING MINIMUM I B. NON - CEMEN 1. STO RFP- ACRYLIC BASE COAT. C. WATERPROOF 1. STO FLEXYL- COAT MIXED WIT 2.06 REINFORCING MESHES A. HIGH IMPACT MES 1. 5TO INTERMEDIA INTERWOVEN, OPEN FOR COMPATIBILITY 2.07 PRIMER A. STO PRIMER ACRYLIC 2.08 FINISH COAT A. STOUT- .75 FREEFORM A MARBLE AGGREGATE. COST SERIES). 2.09 JOB MIXED INGREDIENTS A. WATER - -CLEAN AND POTAB B. PORTLAND CEMENT- -TYPE 2.10 ACCESSORIES A. STARTER TRACK RIGID PVC AS FURNISHED BY PLASTIC COMPO 33178 (800 327- 7077). 2.11 MIXING A. STO PLEX W: ADD WATER AS DI B. STO LEVELER: MIX RATIO WITH W PER 60 POUND (27.3 KG) BAG OF STO ADD STO LEVELER, MIX TO A UNIFORM APPROXIMATELY 5 MINUTES. ADJUST MIX WATER AND REMIX TO A UNIFORM TROW RATIO CONSISTENT. DO NOT EXCEED M C. STO REP -MIX WITH A CLEAN, RUS CONSISTENCY. D. STO FLEXYL- -MIX RATIO WITH FLEXYL INTO A CLEAN MIXING PAIL CONSISTENCY AND ALLOW TO SET NECESSARY WITH ADDITIONAL STO CONSISTENCY. AVOID RETEMPERI E. STO PRIMER- -MIX WITH A C CONSISTENCY. F. STOLIT- -MIX WITH A CL CONSISTENCY. A SMALL AMO LIMIT ADDITION OF WATER G. MIX ONLY AS MUCH MAT H. DO NOT USE ANTI -FRE C EXECUTION 3.01 ACCEPTABLE INSTALLERS A. PREQUALIFY UNDER (SECTION 1.07.5). 3.02 EXAMINATION A. INSPECT SURFACE I. CONTAMINATIO FUNGUS, GREASE, LAITANG 2. SURFACE 3. CRACKS -- 4. DAMAGE 5. MOI5TUR DETERMINE I AREAS OF 6. COMPL TOLERAN B. INSPEC I. EXT 2. WOOD 3. 4. RE 3.03 SUR 3. C. CO P ITN ASTM C 150. UILD MPLIANCE N FOR D INSULATION HIGH BUILD BASE AND CAPABLE OF BER REINFORCED ASED WATERPROOF BASE M2), HIGH IMPACT, LINE RESISTANT COATING LL COATING WITH GRADED STOREFRONT DRAWINGS (A06 IDE) PLASTIC TRACK PART NO. STDE 51 NW 97TH TERRACE, MIAMI, FLORIDA N LABELING. -7 QUARTS (5.7 -6.6 L) OF CLEAN WATER ER. POUR WATER INTO A CLEAN MIXING PAIL. SISTENCY AND ALLOW TO SET FOR NECESSARY WITH ADDITIONAL STO LEVELER OR NSISTENCY. AVOID RETEMPERING. KEEP MIX IM► WATER AMOUNT IN MIX RATIO. -FR HIGH SPEED MIXER TO A UNIFORM TLAND EMENT: 1:1 RATIO BY WEIGHT. POUR STO DD PORT ND CEMENT, MIX TO A UNIFORM R APPROXI IATELY FIVE MINUTES. ADJUST MIX IF LEXYL AND IX TO A UNIFORM TROWEL . KEEP MIX - �TIO CONSISTENT. N, RUST -FREE IGH SPEED MIXER TO A UNIFORM UALITY ASSURANCE REQUIREMEN OF THIS SPECIFICATION FOR: -- ALGAE, CHALKINESS, DIRT, DUST, E LORESCENCE, FORM OIL, MILDEW OR OTHER FOREIGN SUBSTANCE ORFTION AND CHALKINESS. EASURE CRACK WIDTH AND RECORD LOCATIO OF CRACKS. D DETERIORATION. CONTENT AND MOISTURE DAMAGE -- USE A MOI' TURF METER TO THE SURFACE 15 DRY ENOUGH TO RECEIVE THE EI `• AND RECORD ANY ISTURE DAMAGE. NCE WITH SPECIFICATION TOLERANCES -- RECORD ARC, THAT ARE OUT OF (GREATER THAN 1/4 INCH IN 8 -0 FEET DEVIATION IN P E). SHEATHING APPLICATION FOR COMPLIANCE WITH APPLICABL REQUIREMENT: IOR GYPSUM SHEATHING - -GA -253 ERIOR GRADE AND EXPOSURE I WOOD BASED SHEATHING - -AP • ENGINEERED SSOCIATION E 30 LASS MAT FACED GYPSUM SHEATHING -- GEORGIA PACIFIC PUBLICA ION 101514 CEMENTITIOUS SHEATHING -- CONSULT MANUFACTURER'S PUBLISHED MMENDATIONS EPORT DEVIATIONS FROM THE REQUIREMENTS OF PROJECT SPECIFICATI S OR OTHER ITIONS THAT MIGHT ADVERSELY AFFECT THE EIFS INSTALLATION TO TH' GENERAL TRACTOR. DO NOT START WORK UNTIL DEVIATIONS ARE CORRECTED. CE PREPARATION . REMOVE SURFACE CONTAMINANTS ON CONCRETE AND CONCRETE MASONRY S `FACES REFER TO ASTM D 4258 AND D 4261). B. APPLY CONDITIONER BY SPRAYER OR ROLLER TO CHALKING OR EXCESSIVELY ABSORPTIVE SURFACES. C. REPLACE WEATHER- DAMAGED SHEATHING AND REPAIR DAMAGED OR CRACKED SURFACES. D. LEVEL SURFACES TO COMPLY WITH REQUIRED TOLERANCES. 4 INSTALLATION A. INSTALL El F5 IN COMPLIANCE WITH MANUFACTURER'S PUBLISHED INSTRUCTIONS(SEE DDENDUM). .05 PROTECTION A. PROVIDE PROTECTION OF INSTALLED MATERIALS FROM WATER INFILTRATION INTO OR BEHIND THEM. 5. PROVIDE PROTECTION OF INSTALLED MATERIALS FROM DUST, DIRT, PRECIPITATION, B. PRODUCTS 2.01 MANUFACTURERS A. PROVIDE Elf SYSTEM AND ACCESSORIES FROM SINGLE SOURCE MANUFACTURER OR APPROVED SUPPLIER. B. THE FOLLOWING ARE ACCEPTABLE MANUFACTURERS: 1. STO CORP.- EIF SYSTEM 2. PLASTIC COMPONENTS, INC. - ACCESSORIES URFACE PREPARATION A. LEVELER: STO LEVELER - ONE - COMPONENT, POLYMER MODIFIED, CEMENT BASED ELER WITH FIBER REINFORCEMENT . ESIVE CEMENTITIOUS ADHESIVE . STO BTS PLUS - ONE - COMPONENT, POLYMER- MODIFIED, CEMENT BASED H IGH HESIVE. ON- CEMENTIT ADHESIVE TO DISPERSION ADHESIVE- NON - CEMENTITIOUS, ACRYLIC BASED ADHESIV TION BOARD L 1.0 LB /FT3 EXPANDED POLYSTYRENE (EPS) INSULATION BOARD IN M C 578 TYPE I REQUIREMENTS, AND El MA GUIDELINE SPECIFICATI POLYSTYRENE (EPS) INSULATION BOARD. USE NEWLY PACKA Y. IOUS BASE COATS PLUS - ONE - COMPONENT POLYMER MODIFIED CEMENT BAS N 33 PERCENT PORTLAND CEMENT CONTENT BY WEIGHT 6 INCH (1.6 MM) THICKNESS IN ONE PASS. ITIONS BASE COAT E COMPONENT READY MIXED NON-CEMENT ITIOUS, ASE COAT 0 COMPONENT FIBER REINFORCED ACRYLIC PORTLAND CEMENT. MESH -- NOMINAL 11.2 OZ./YD2 (380 VE GLASS FIBER FABRIC WITH AL TI-I STO MATERIALS. ABED TINTED PRIMER. RYLIC BASED TEXTURED FINISH AS INDICATED IN CONFORMANCE OLYVINYL CH NTS, INC., CTED ER: 2 EA RUST -FREE HIGH 5 ED MIXER TO A UNIFORM U OF WATER MAY BE ■DED TO ADJUST WORKABILITY. T AMOUNT NEEDED TO AC IEVE THE FINISH TEXTURE. RIAL AS CAN READILY BE SED. E COMPOUNDS OR OTHER Ai PITIVES. SECTION 07415 - BRAKE METAL PANELS A. B. C. GENERAL: PROVIDE SHOP FORMED BRAKE METAL PANEL SYSTEM WITH ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. CODES: COMPLY WITH APPLICABLE CODE LOADING REQUIREMENTS SYSTEM DESIGN: DESIGN METAL PANEL SYSTEM TO PROVIDE FOR MOVEMENT OF COMPONENTS WITHOUT CAUSING BUCKLING, FAILURE OF JOINT SEALS, UNDUE STRESS ON FASTENERS, OR OTHER DETRIMENTAL AFFECTS. D. MANUFACTURERS: FIRM WITH MINIMUM FIVE YEARS SUCCESSFUL EXPERIENCE FABRICATING METAL PANEL SYSTEM AS INDICATED ON DRAW INNS. E. METAL PANELS: FORMED BRAKE METAL PANELS AS INDICATED ON DRAWINGS. EXTERIOR METAL: 16 GA. FORMED STEEL PANELS INTERIOR METAL: .050 THICK, W/ CRISP BRAKES 2. PLYWOOD BACKING: MINIMUM APA C -C PLUGGED EXTERIOR GRADE PLYWOOD, 3/4" THICK UNLESS OTHERWISE NOTED. 3. ADHESIVE: GE1200 TO BE APPLIED IN AN "5" PATTERN. 4. PANEL FINISH: THERMOSETTING ACRYLIC (BAKED ENAMEL) OR FACTORY FORMULATED POLYESTER TGIC POWDER COATING MATERIALS INTENDED FOR POWDER COATING APPLICATION. 5. COLOR: AS INDICATED ON DRAWINGS, AS DIRECTED BY ARCHITECT WHERE NOT OTHERWISE INDICATED. F. SUPPORTS: CONCEALED IN FINISHED CONSTRUCTION; ASTM A36 SHAPES AND ASTM A570 AND A6I1 SHEET STEEL, MINIMUM 16 GAGE FURRING STIRPS; MINIMUM ASTM Al23 OR A535 G90 GALVANIZED FINISH. G. ACCESSORIES: PROVIDE CONCEALED ANCHORS, CONCEALED FASTENERS, TRIM, AND CUSTOM PIECES AS REQUIRED FOR COMPLETE, FINISHED INSTALLATION, FREE OF RATTLES AND NOISE DUE TO THERMAL MOVEMENT AND AIR MOVEMENT. H. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS. F. SECTION 07560 - ROOF REPAIRS A. GENERAL: REPAIR EXISTING ROOFING SYSTEM AS REQUIRED FOR NEW CONSTRUCTION, WITH COMPONENTS AND ACCESSORIES AS REQUIRED FOR COMPLETE WEATHERTIGHT INSTALLATION. B. C. D. E. SECTION 07600 - FLASHING AND SHEET METAL A. A. B. E. F. STANDARDS: CONFORM TO NATIONAL ROOFING CONTRACTOR'S ASSOCIATION ROOFING AND WATERPROOFING MANUAL, 4TH OR 5TH EDITION. WARRANTY: MAINTAIN ALL EXISTING WARRANTIES. PROVIDE FOR CORRECTING FAILURE OF ROOF REPAIRS TO RESIST PENETRATION OF WATER AND DAMAGE FROM WIND; WARRANTY PERIOD OF TWO YEARS. ROOFING SYSTEM: MATCH EXISTING ROOFING, NO SUBSTITUTIONS PERMITTED; PROVIDE MATERIALS CAPABLE OF MAINTAINING EXISTING WARRANTIES; CONFORM TO REQUIREMENTS OF NRCA ROOFING MANUAL. 1. SYSTEM: PROVIDE COMPLETE SYSTEM WITH ACCESSORIES AS REQUIRED FOR REPAIRS, INCLUDING INSULATION WHERE EXISTING ROOFING IS INSULATED. ROOF SYSTEM REPAIRS: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND NRCA RECOMMENDATIONS FOR ROOF TYPE SPECIFIED. REMOVE EXISTING ROOFING AS REQUIRED FOR PROJECT; REMOVE ONLY AS MUCH ROOFING AS CAN BE REPLACED IN SAME DAY UNLESS OTHERWISE APPROVED IN ADVANCE BY OWNER'S PROJECT MANAGER. 2. INSPECT SUBSTRATES AND ROOF DECK TO ENSURE SUBSTRATES AND DECK ARE CLEAN AND SMOOTH, FREE OF DEPRESSIONS, WAVES OR PROJECTIONS, AND ARE PROPERLY SLOPED TO DRAINS, VALLEY, OR EAVES. 3. INSULATION APPLICATION: ATTACH INSULATION IN ACCORDANCE WITH INSULATION MANUFACTURER'S INSTRUCTIONS AND NRCA RECOMMENDATIONS FOR INSTALLATION OF INSULATION ON DECK INVOLVED. 4. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF COMPOSITION TYPE BASE, WALL AND FIELD FLASHINGS. 5. COORDINATE METAL FLASHINGS AND COUNTERFLASHING. 6 . COORDINATE INSTALLATION OF ROOF DRAINS AND RELATED FLASHINGS. 7. MOP IN AND SEAL FLASHINGS AND FLANGES OF ITEMS PROJECTING THROUGH MEMBRANE. GENERAL: PROVIDE FLASHING AND SHEET METAL, REGLETS, AND ACCESSORIES AS REQUIRED FOR ROOF REPAIRS AS REQUIRED FOR COMPLETE, WEATHERTIGHT INSTALLATION. B. STANDARDS: CONFORM TO SMACNA "ARCHITECTURAL SHEET METAL MANUAL" REQUIREMENTS FOR FLASHING AND SWEET METAL. C. DESIGN REQUIREMENTS: ALLOW FOR MOVEMENT OF COMPONENTS WITHOUT CAUSING BUCKLING, FAILURE OF JOINT SEALS, UNDUE STRESS ON FASTENERS OR OTHER DETRIMENTAL EFFECTS, WHEN SUBJECT TO 100 YEAR SEASONAL TEMPERATURE RANGES. D. SUBMITTALS: FURNISH PRODUCT DATA FOR MANUFACTURED PRODUCTS. E. WARRANTY: MAINATIAN ALL EXISTING WARRANTIES. CORRECT FAILURE OF METAL FLASHING SYSTEM TO RESIST PENETRATION OF WATER AND DAMAGE FROM WIND; WARRANTY PERIOD TWO YEARS. F. FLASHING AND SHEET METAL: MATCH EXISTING, HUT NOT LESS THAN FOLLOWING. 1. GALVANIZED METAL FLASHING: ASTM A526 GALVANIZED STEEL WITH MINIMUM 0.02 AND WITH MINIMUM 00 GALVANIZED COATING; MINIMUM 24 GAGE. 2. PREFINISHED METAL FLASHING: 24 GAGE GALVANIZED STEEL WITH FACTORY FINISHED KYNAR 500 TYPE FLUOROPOLYMER COATING AND STRIPPABLE PROTECTIVE FILM; COLOR AS SELECTED FROM MANUFACTURER'S FULL RANGE OF COLORS. 3. ALUMINUM FLASHING: ASTM 5209, ALLOY AS REQUIRED TO MATCH FINISH SPECIFIED FOR OTHER ALUMINUM COMPONENTS; THICKNESS MINIMUM 0.050" AT FLASHINGS. 4. STAINLESS STEEL SHEET METAL: ASTM A666, 2D ANNEALED FINISH, SOFT TEMPER EXCEPT WHERE HARDER TEMPER IS REQUIRED FOR FORMING OR PERFORMANCE; 0.015" (28 GAGE) TYPICAL. 5. COPPER SHEET METAL: ASTM 8370, COLD ROLLED 16 OZ. (0.0216 ") THICK; SOFT TEMPER WHERE REQUIRED FOR FORMING. G. REGLETS: FRY /SPRINGLOK OR MM SYSTEMS /SNAP -TITE REGLETS; FABRICATE OF SAME METAL AS ADJACENT FLASHING AND SHEET METAL. 14. METAL TO METAL SEALANT: BUTYL TYPE; NON - STAINING, NON - CORROSIVE, NON - SHRINKING, NON- SAGGING, ULTRA - VIOLET AND OZONE RESISTANT. I. INSTALLATION: COMPLY WITH SMACNA MANUAL. 1. INSTALL METAL FLASHING AND SHEET METAL IN ACCORDANCE WITH SMACNA ARCHITECTURAL SHEET METAL MANUAL; TIGHT IN PLACE, WITH CORNERS SQUARE, SURFACES TRUE AND STRAIGHT IN PLANES, AND LINES ACCURATE TO PROFILES AS INDICATED ON DRAWINGS. 2. INSTALL SEALANTS WHERE REQUIRED TO PREVENT DIRECT WEATHER PENETRATION. 3. COMPLETED INSTALLATION SHALL BE FREE OF RATTLES, NOISE DUE TO THERMAL AND AIR MOVEMENT, AND WIND WHISTLES. SECTION 07810 - PATCHING EXISTING FI REP ROOF ING GENERAL: PATCH EXISTING FIREPROOFING AS REQUIRED BY APPLICABLE CODES FOR CONSTRUCTION TYPE; NO ASBESTOS PERMITTED. DESIGN REQUIREMENTS: PROVIDE MATERIALS CAPABLE OF ATTAINING FIRE RATINGS AS REQUIRED FOR TYPE I, FIRE RESISTIVE CONSTRUCTION. C. PERFORMANCE REQUIREMENTS: PROVIDE MATERIALS LISTED BY UL OR INDEPENDENT TESTING AND INSPECTION AGENCY ACCEPTABLE TO APPLICABLE AUTHORITIES. I. FIRE RESISTANCE RATINGS: COMPLY WITH REQUIRED RATINGS BASED ON TESTS IN ACCORDANCE WITH ASTM E119. 2. SURFACE BURNING CHARACTERISTICS: MAXIMUM 25 FLAME SPREAD AND 25 SMOKE DENSITY WHEN TESTED IN ACCORDANCE WITH ASTM E84. D. CERTIFICATE: SUBMIT MANUFACTURER CERTIFICATION INDICATING APPLICATOR ACCEPTABILITY AND MATERIAL COMPLIANCE WITH APPLICABLE CODES AND CONTRACT DOCUMENTS. 1. CERTIFICATION SHALL INDICATE NEW MATERIALS USED TO PATCH EXISTING FIREPROOFED MEMBERS AT NEW AND EXISTING WORK ARE COMPATIBLE WITH EXISTING FIREPROOFING MATERIALS AND MEET ALL PERFORMANCE REQUIREMENTS. QUALIFICATION OF APPLICATOR: FIRM ACCEPTABLE TO MANUFACTURER OF FIREPROOFING MATERIALS, WITH MINIMUM FIVE YEARS SUCCESSFUL EXPERIENCE ON PROJECTS OF SIMILAR SCOPE. MANUFACTURERS /PRODUCTS: MATCH EXISTING BUT NOT LESS THAN W.R. GRACE/ MONOKOTE OR ALB! MANUFACTURING DIVISION STANCHEM /DURASPRAY. G. INSTALLATION: INSTALL IN ACCORDANCE MANUFACTURER RECOMMENDATIONS AND FIRE TEST RESULTS AS REQUIRED TO PROVIDE REQUIRED FIRE RATINGS. 1. PROTECT ADJACENT SURFACES AND EQUIPMENT FROM DAMAGE BY OVERSPRAY, FALLOUT, AND DUSTING; MASK ADJACENT WORK AS REQUIRED. CLOSE OFF AND SEAL DUCT WORK IN AREAS WHERE FIREPROOFING IS BEING APPLIED. 2. CLEAN SUBSTRATE OF DIRT, DUST, GREASE, OIL, LOOSE MATERIAL, PAINTS, PRIMERS, AND OTHER MATTER WHICH AFFECTS BOND OF SPRAYED FIREPROOFING. 3. APPLY FIREPROOFING IN SUFFICIENT THICKNESS AND DENSITY TO ACHIEVE REQUIRED FIRE RATINGS. 4. APPLY FIREPROOFING OVER SUBSTRATE BUILDING TO REQUIRED THICKNESS WITH AS MANY PASSES OR STAGES NECESSAR • CO ER MONOLITHIC BLANKET OF UNIFORM DENSITY AND TEXTURE. SECTION 07840 - FIRESTOPPING A. GENERAL: PROVIDE PENETRATION -TYPE FIRESTOPPING FOR TIME -RATED FLOOR, WALL, AND PARTITION ASSEMBLIES CAPABLE OF PREVENTING PASSAGE OF FLAME, SMOKE AND HOT GA5E5. B. CODES: CONFORM TO APPLICABLE CODE REQUIREMENTS FOR BOTH F AND T RATINGS. C. STANDARDS: PASS ASTM E814 THROUGH - PENETRATION FIRE STOPS, ASTM E119 FIRE TESTS AND ASTM E84 FLAME SPREAD /SMOKE CONTRIBUTION MAXIMUM 25/25. D. SUBMITTALS: FURNISH SHOP DRAWINGS, PRODUCT DATA, AND CERTIFICATES OF COMPLIANCE WITH CONTRACT DOCUMENTS AND APPLICABLE CODES. E. MANUFACTURERS: 3M /FIRE BARRIER, STI /SPECSEAL OR PENS! L, OR HILTI /FIRESTOP SYSTEMS. GENERAL: CHOOSE PRODUCTS AND METHODS MEETING APPLICABLE CODES AND SPECIFICATION REQU IREMENTS FOR EACH FIRESTOPPING APPLICATION, SUBJECT TO OWNER'S PROJECT MANAGER'S ACCEPTANCE. G. FIRESTOPPING MATERIALS: FURNISH MATERIALS FOR PENETRATIONS IN TIME -RATED FLOOR, WALL, AND PARTITION ASSEMBLIES CAPABLE OF PREVENTING PASSAGE OF FLAME, SMOKE, AND HOT GASES. 1. PENETRATION TEST: FURNISH MATERIALS PASSING ASTM E814 FOR PENETRATION FIRE STOPPING INDICATING MAINTENANCE OF TIME -RATED ADJACENT ASSEMBLIES. 2. FIRESTOPPING: MAINTAIN FIRE RATING OF ASSEMBLY IN NHICH FIRESTOPPING IS INSTALLED, SUCH AS FLOOR, PARTITION, OR WALL, IN ACCORDANCE WITH ASTM E119 TESTS. H. INSTALLATION: INSTALL IN ACCORDANCE MANUFACTURER RECOMMENDATIONS AND FIRE TEST RESULTS AS REQUIRED TO PROVIDE REQUIRED FIRE RATINGS. 1. FIELD INSPECTIONS: MAINTAIN COPY OF MANUFACTURER'S INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS AT EACH WORK AREA. SECTION 07'100 - JOINT SEALERS C. A. GENERAL: PROVIDE EXTERIOR AND INTERIOR JOINT SEALERS NOT PROVIDED ELSEWHERE; TYPE SUITABLE FOR APPLICATION INDICATED WITH ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. B. INSTALLER QUALIFICATIONS: FIRM WITH MINIMUM FIVE YEAR'S SUCCESSFUL EXPERIENCE ON PROJECTS OF SIMILAR TYPE AND SIZE, USING SPECIFIED PRODUCTS. WARRANTY: REPAIR OR REPLACE JOINT SEALERS WHICH FAIL TO PERFORM AS INTENDED, BECAUSE OF LEAKING, CRUMBLING, HARDENING, SHRINKAGE, BLEEDING, SAGGING, STAINING AND LOSS OF ADHESION; WARRANTY PERIOD TWO YEARS. D. EXTERIOR NON- TRAFFIC JOINTS: GE/SILPRUF 5CS2700; DOW/7g0 OR 795; OR PECORA/864, LOW MODULUS SILICONE SEALANT. TRAFFIC BEARING JOINTS: MAMECONULKEM 245, OR PECORA/NR -200 UREXPAN, MULTI - COMPONENT POLYURETHANE, SELF- LEVELING JOINT SEALER. F. MILDEW - RESISTANT SANITARY SEALANTS: GE/SANITARY SEALANT, DOW/BATHTUB CAULK, OR PECORA/898 TRU- WHITE; PROVIDE AT INTERIOR AREAS WHERE SEALANT WILL BE EXPOSED TO WATER. G. GENERAL INTERIOR LATEX OR ACRYLIC EMULSION JOINT SEALER: PECORA/AC -20; SONNESORN/SONOLAC. H. MISCELLANEOUS MATERIALS: PRIMERS, SEALERS, JOINT CLEANERS, BOND BREAKER TAPE, AND SEALANT BACKER RODS AS RECOMMENDED BY SEALANT MANUFACTURER FOR APPLICATIONS INDICATED. 1. OVERSIZE BACKER ROD MINIMUM 30% TO 50% OF JOINT OPENING COLORS: AS INDICATED OR AS SELECTED BY OWNER'S PROJECT MANAGER FROM MANUFACTURER'S FULL RANGE OF COLORS. J. PREPARATION: CLEAN JOINT SURFACES IMMEDIATELY BEFORE INSTALLATION OF JOINT SEALER, AND PRIME OR SEAL JOINT SURFACES AS RECOMMENDED BY MANUFACTURER. K. B. C. D. E. A. B. E. A. c. D. E. INSTALLATION: COMPLY WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND ASTM C1193. I. EMPLOY INSTALLATION TECHNIQUES WHICH WILL ENSURE JOINT SEALERS ARE DEPOSITED IN UNIFORM, CONTINUOUS RIBBONS WITHOUT GAPS OR AIR POCKETS, WITH COMPLETE "WETTING" OF BOND SURFACES. DIVISION EIGHT: DOORS AND WINDOWS SECTION 08110 - STEEL DOORS AND FRAMES A. GENERAL: PROVIDE STEEL DOORS AND FRAMES AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION; COORDINATE WITH SECTION 08700 - HARDWARE. STANDARDS: COMPLY WITH STEEL DOOR INSTITUTE "STANDARD STEEL DOORS AND FRAMES OR NAAMM HOLLOW METAL MANUFACTURERS ASSOCIATION "HOLLOW METAL MANUAL." 1. FIRE RATED STANDARDS: FURNISH MATERIALS TESTED, LABELED AND INSPECTED BY UL, WARNOCK HERSEY, OR TESTING AGENCY ACCEPTABLE TO APPLICABLE AUTHORITIES. SUBMITTALS: SUBMIT PRODUCT DATA. MANUFACTURERS: AMWELD, CECO, PIONEER, OR APPROVED EQUAL. HOLLOW METAL DOORS: FLUSH HOLLOW METAL DOORS FULL FLUSH TYPE; SDI MODEL 1, NAAMM TYPE B FULL FLUSH WITH UNFILLED EDGE; CLOSE TOP AT EXTERIOR DOORS. CORE: PROVIDE STEEL STIFFENED CORE; INSULATED AT EXTERIOR DOORS. GAGE: PROVI DE MINIMUM 18 GAGE AT I NTERIOR DOORS, MINIMUM 16 GAGE AT EXTERIOR DOORS. PRESSED STEEL (HOLLOW METAL) FRAMES: MINI MUM 16 GAGE KNOCK-DOWN (FIELD-ASSEMBLED) FRAMES. G. FIRE RATED UNITS: CONFORM TO NEPA 50; PROVI DE UL OR WARNOCK HERSEY LABELED DOORS AND FRAMES AS REQU 1 RED. I-I. ACCESSORIES: PROVI DE DOOR SILENCERS, ANCHORS, AND ACCESSORIES. FABRICATION: CONFORM TO REQU IREMENTS OF SDI OR NAAMM. 1. DOOR SI LENCERS: PLACE M I NI MUM THREE SI NGLE BUMPERS ON SINGLE DOOR FRAMES; SPACE EQUALLY ALONG STRIKE JAMBS; PLACE TWO SINGLE BUMPERS ON DOUBLE DOOR FRAME HEADS. J . FINISH: PRIME PAINT INTERIOR UNITS, GALVANIZE AND PRIME PAINT EXTERIOR UNITS; MINIMUM A60 GALVAN IZ ING; CLEAN, DEGREASE AND FACTORY PRIME PAINT. K. 1 NSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND EITHER SDI OR NAAMM STANDARDS. 1. INSTALL FIRE RATED UNITS IN CONFORMANCE WITH FIRE LABEL REQUIREMENTS AND NEPA 80. 2. INSTALL DOORS AND FRAMES PLUMB AND SQUARE, AND WITH MAXIMUM DIAGONAL DISTORTION OF 1/16" . SECTION 08210 - WOOD DOORS GENERAL: INSTALL WOOD DOORS AND WOOD DOOR FRAMES AS REQU I RED FOR COMPLETE INSTALLATION; COORDINATE W 1T14 HARDWARE IN SECTION 06700. STANDARDS: COMPLY WITH NAT IONAL WOOD W INDOW AND DOOR ASSOCIATION (NWVIDA) INDUSTRY STANDARDS FOR WOOD DOORS. C. PROJECT CONDITIONS: DO NOT DELIVER OR INSTALL DOORS UNT L CONDITIONS FOR TEMPERATURE AND RELATI VE HUM! DI TY HAVE BEEN STAB! LI Z ED IN ACCORDANCE W 1TH REFERENCED STANDARDS REQU 1 REMENTS APPLICABLE TO PROJECT LOCAT ION. D. WARRANTY: PROVIDE FOR REHANGING WOOD DOORS EXHIBITING DEFECTS IN WORKMANSHIP. WARRANTY PERIOD TWO YEARS. INSTALLATION: INSTALL WOOD DOORS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDAT IONS AND INSTALLATION INSTRUCTIONS, AND REFERENCE STANDARDS, PLUMB AND SQUARE, AND W 1TH MAXIMUM DIAGONAL DISTORTION OF 1/16". F. PROTECTION: PROTECT DOORS AS RECOMMENDED BY DOOR MANUFACTURER TO ENSURE DOORS ARE WITHOUT DAMAGE AT TIME OF SUBSTANTIAL COMPLETION. SECTION 08310 - ACCESS DOORS AND PANELS GENERAL: PROVIDE ACCESS DOORS AS REQUIRED FOR ACCESS TO VALVES AND CONTROLS LOCATED BEHIND FINISHED WALLS AND CEI LI NGS NOT OTHERWISE ACCESSIBLE, WITH ACCESSORI ES FOR COMPLETE INSTALLATION. 1 . COORDINATE W VARIOUS TRADES FOR CONTROLS AND VALVES W1-110-1 MAY BE CONCEALED. B. SUBMITTALS: FURNISH PRODUCT DATA FOR EACH TYPE OF ACCESS DOOR AND PANEL. TYPE: FLUSH TYPE AT NON FIRE RATED CONSTRUCTION, STANDARD UL APPROVED FRAMED TYPE AT FIRE RATED CONSTRUCTION; KEY OPERATED. 1 . FRAMES: FABRICATE FROM MINIMUM 16 GAGE. 2. DOORS: FLUSH PANEL TYPE, FABRICATE FROM MINIMUM 14 GAGE STEEL. 3. HINGE: PROVIDE CONTINUOUS PIANO TYPE HINGE. 4. FIN1 W I TI-1 MANUFACTURER'S FACTORY-APPL I ED ENAMEL PRIME COAT APPLIED OVER PHOSPHATE COATING ON STEEL. E. INSTALLAT ION: COMPLY W ITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE I , SET FRAMES ACCURATELY IN POSITION AND SECURELY ATTACH TO SUPPORTS W 1TH FACE PANELS PLUMB OR LEVEL IN RELATION TO ADJACENT Fl NI SH SURFACES. 2. ADJUST HARDWARE AND DOORS AFTER INSTALLATION FOR PROPER OPERATION. 3. REMOVE AND REPLACE DOORS OR FRAMES WHICH ARE WARPED, BOWED OR OTHERWISE DAMAGED. SECTION 0E410 - ALUMINUM FRAMED STOREFRONTS (EXTERI OR) A. GENERAL: PROVI DE EXTRUDED ALUMINUM ENTRANCE SYSTEM WITH DOORS, FRAMES, HARDWARE, AND ACCESSORI ES AS REQU I RED FOR. COMPLETE WEATHERTIGHT INSTALLATION. B. STANDARDS: COMPLY WITH ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOCIATION (AAMA) "ALUMI NUM STORE FRONT AND ENTRANCE MANUAL." C. CODES AND REGULATIONS: COMPLY W ITH APPLICABLE CODES AND REGULATIONS. D. SUBMITTALS: FURNISH MANUFACTURER'S LITERATURE, 51-10P DRAW 1NGS, AND SAMPLES FOR APPROVED EQUALS. STRUCTURAL CERTIFICATES: PROVIDE CERTI F ICATION BY STATE REGISTERED ENGINEER INDICATING SYSTEM COMPL I ES WITH CONTRACT DOCUMENTS AND APPLICABLE CODES. F. SPECIAL PROJECT WARRANTY: FROVI DE FOR CORRECTING FA I LURES INCLUDING W IND DAMAGE AND WATER PENETRATION TO INTERIOR SURFACES, EXCESSIVE DEFLECTIONS, AND DETERIORATION OF FINISHES, WEATHERSTRIPP 1 NG AND ACCESSORIES. SPECIAL WARRANTY PERIOD TWO YEARS. G. MANUFACTURERS 1. ACCEPTABLE MANUFACTURERS: A. OLCASTLE ARCHITECTURAL SYSTEMS 50 SOUTH 56T1-1 STREET CHANDLER, AZ 85226 TELEPHONE: (480) 961 2000 FAX: (480) 961 1155 5. PROPRI ETARY PRODUCT (5)/SYSTEMS(S): SOUTHWEST ALUMINUM SYSTEM'S ENTRANCES SERI ES: NS OR MS SWING DOORS 2. SERI ES: GTC 451 FRAMING SYSTEM 3. FRAM ING MEMBER PROF! LE: 2"X 4 1/2" CENTER GLAZED 4. FINISH/COLOR: MT-3 LIGHT GRAIN BRUSHED MITE DIP NICKEL H. STOREFRONT MATERIALS ALUMINUM (ENTRANCES AND COMPONENTS) A. MATERIAL STANDARD: ASTM B 221; 6063-T5 ALLOY AND TEMPER E. K. A. 5, THE DOOR ST1 LE AND RAI L FACE DIMENSIONS OF THE I (CHOOSE ONE ENTRANCE DOOR AS FOLLOWS): D. NS MS 3 1/2" C. MAJOR PORTIONS OF THE DOOR MEMBERS TO BE 0.125" NOMINAL I N THICKNESS AND GLAZING MOLDING TO BE 0.05" THICK TOLERANCES: REFERENCE TO TOLERANCES FOR WALL THICKNESS AND OTHER CROSS-SECTIONAL DIMENSIONS OF ENTRANCE MEMBERS ARE NOMINAL AND IN COMPLIANCE W IT1-4 ALUMINUM STANDARDS AND DATA, PUBLISHED 5Y THE ALUMINUM ASSOCIATION 2. GLAZ ING GASKETS SHALL BE EITHER EPISM ELASTOMERIC EXTRUSIONS OR A THERMOPLASTIC ELASTOMER PROVIDE ADJUSTABLE GLASS JACKS TO HELP CENTER THE GLASS IN NS OR MS DOOR OPENINGS 4. ALUMINUM (STOREFRONT AND COMPONENTS): A. MATERIAL STANDARD: EXTRUDED ALUMINUM, AFR1 5 221; 6063 ALLOY AND TEMPER a MEMBER WALL THICKNESS: EACH FRAMING MEMBER SHALL PROVIDE STRUCTURAL STRENGTH TO MEET SPECIFIED PERFORMANCE C. TOLERANCES: REFERENCE TO TOLERANCES FOR WALL THICKNESS AND OTHER CROSS-SECTIONAL DIMENSIONS OF STOREFRONT MEMBERS ARE NOMINAL AND IN COMPLIANCE W ITH AA ALUMINUM STANDARDS AND DATA 3. GLAZING: AS C1045, FULLY TEMPERED SELECT GLAZING QUALITY CLEAR FLOAT GLASS; NOMINAL 1/2" SAFETY GLASS UNLESS OTHERWISE INDICATED.. 1. APPL I ED GLAZI NG F LM: APPLY 3M Fl LM ON ALUMINUM FRAMED STOREFRONT GLASS WHERE INDICATED ON DRAWINGS. J. GLAZING ACCESSORI ES: OF TYPE RECOMMENDED BY MANUFACTURER TO SU IT SECURITY LOCATIONS AND APPLICATIONS FOR DRY GLAZ I NG INSTALLATION. K. MISCELLANEOUS MATERIALS: STEEL REINFORCEMENT AND BRACKETS: MANUFACTURER'S STANDARD WITH MINIMUM 2 OZ. HOT-DIP ZINC COATING, ASTM Al23, APPLIED AFTER FABRICATION. 2. BITUMINOUS PAINT: COLD-APPLIED MASTIC, SSPC PAINT 12, COMPOUNDED FOR 30 MIL ICKNESS PER COAT. 5. FLASH 1 NG: PROVIDE SUB-SI LL FLASHING MEMBERS; MINIMUM 22 GAGE SHEET ALUMINUM OF SIZES AND SHAPES INDICATED AND AS REQUIRED TO DRA IN WATER TO EXTERIOR; MATCH ADJACENT ALUMINUM MEMBER FIN 151-1, 4. ANCHORING DEVICES: CORROSION RESISTANT TYPE CAPABLE OF SUPPORTING ENTRANCE SYSTEM AND SUPERI MPOSED DESIGN LOADS; DESIGN TO ALLOW ADJUSTMENTS OF SYSTEM PRIOR TO BEING PERMANENTLY FASTENED IN PLACE. L. FABRICATION: FABRICATE ALUM I NUM ENTRANCE AND STOREFRONT SYSTEM TO ALLOW FOR CLEARANCES AND SHIM SPACING AROUND PERIMETER OF ASSEMBLIES TO ENABLE INSTALLATION; PROVIDE FOR THERMAL MOVEMENT, 1. ACCURATELY FIT TOGETHER JOINTS AND CORNERS; MATCH COMPONENTS ENSURING CONTI NU ITY OF LINE AND DESIGN; ENSURE JOINTS AND CONNECTIONS ARE FLUSH, HAIRLINE AND WEATHERPROOF. 2. SEPARATE DISSIMILAR MATERIALS WITH BITUMINOUS PAINT OR PREFORMED SEPARATORS WHICH W ILL PREVENT CORROSION. M. INSTALLATION: INSTALL ALUMINUM FRAMED STOREFRONT ASSEMBLIES, INCLUDING ENTRANCES, IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND TO MEET 3. ENSURE ASSEMBLIES ARE PLUMB, LEVEL AND FREE OF WARP OR TWIST; MAI NTA IN DIMENSIONAL TOLERANCES AND ALIGNMENT W I TH ADJACENT WORK. 2. USE SUFFICIENT ANCHORAGE DEVICES TO SECURELY AND RIGI DLY FASTEN ASSEMBLI ES INSTALL HARDWARE IN ACCORDANCE W MANUFACTURER'S RECOMMENDATIONS, USING PROPER TEMPLATES. COORDINATE INSTALLATION OF CYL INDERS W ITI4 SECTION 08700. 4. INSTALL SILL MEMBERS AND THRESHOLDS IN BED OF COMPOUND, JOINT FILLERS OR GASKETS TO PROVIDE WEATHERTIGHT CONSTRUCTION. 5. GLASS INSTALLATION: COMPLY W ITH GANA GLAZ ING MANUAL AND GLAZING MANUFACTURER INSTRUCTIONS. DO NOT ALLOW GLASS TO TOUCH METAL SURFACES. SECT I ON 08700 - HARDWARE A GENERAL: PROVIDE DOOR HARDWARE FOR HOLLOW METAL DOORS AND FOR WOOD DOORS, AND PROVIDE CYLINDERS FOR DOORS PROVI DED WITH HARDWARE, WITH ACCESSORI ES AS REQUIRED FOR COMPLETE OPERATIONAL DOOR INSTALLATIONS. B. STANDARDS: COMPLY W BU LDERS HARDWARE MANUFACTURERS ASSOCIATION (1314MA) ANSI/131-1MA 156 SERIES STANDARDS. C. CODES AND REGULATIONS: COMPLY W I TH STATE AND FEDERAL REQUIREMENTS FOR ENSURING ACCESS FOR PERWNS WITH DISABILITIES. 1. FIRE RATED DOORS: COMPLY WITH R EQU I REMENTS OF NEPA 80 AND APPLICABLE CODES FOR FIRE RATED DOOR HARDWARE; PROVIDE HARDWARE BEARING UNDERWRITERS LABORATORY (UL) LABELS. D. SUBMITTALS: FURNISH SHOP DRAW I NGS, PRODUCT DATA INCLUDING KEYING SCHEDULE, AND SAMPLES OF EACH REQU IRED STYLE AND FINISH. 1 . SUPPLY TEMPLATES TO DOOR AND FRAME MANUFACTURERS FOR PROPER AND ACCURATE SIZING AND LOCATIONS OF CUT-OUTS FOR HARDWARE. GENERAL MATERIALS: PROVI DE COMPLETE HARDWARE W ITH ACCESSORIES AS REQU IRED FOR DOORS AND APPLICATIONS INDICATED AND NOT PROVIDED UNDER OTHER SECTIONS. F. H I NGES: 1-IAGER, LAWRENCE, MCKINNEY, OR STANLEY; FULL MORTI SED BUTT HINGES; SIZE AND NUMBER AS RECOMMENDED BY MANUFACTURER; NONREMOVABLE PINS AT EXTERIOR OUTSW INGI NG DOORS, BALL-BEAR1NG HINGES AT FIRE RATED DOORS AND DOORS W ITH CLOSERS. G. LOCKSETS/LATCHSETS: SCI-ILAGE, SARGENT, YALE, SIMPLEX OR U -04ANGE; FULL MORTISE LOCKSETS TYPICAL AT DOORS TO PUBLIC AREAS, CYLINDRICAL LOCKSETS AND LATCHSETS AT OTHER LOCATIONS; SOLID LEVER TYPE WITH ROSE; KEYING AS DIRECTED BY OWNER; PROVIDE CYLINDERS FOR DOORS FURNISHED W ITH LOCKS. (U CHANGE/SECURITY SYSTEMS CUSTOMER SERVICE: 1-800-253-5625). PUSHBUTTON ACCESS CONTROL LOCKSET MANUFACTURER: SIMPLES< L1071 AT SPECIAL PUBLIC DOOR ROOM ONLY, KEY OVERRIDE, PRI VACY FUNCTION, HANDLE STYLE WL LEVER, FINISH 26D SATIN CHROME, PACKAGING 41 - 1 PER BOX. OVERHEAD CLOSERS: LCN/4000 SERIES OR NORTON/7500 FULLY ADJUSTABLE; MODERN TYPE WITH COVER. J. ACCESSOR1 ES: PROV I DE DOOR STOPS, THRESHOLDS, WEATHERSTRIPPING, TRIM, COORDINATORS AND ACCESSORI ES AS REQU I RED FOR COMPLETE OPERATIONAL DOOR INSTALLATION. I. THRESHOLDS, STOPS, TRIM, AND MISCELLANEOUS HARDWARE: PROVI DE AS INDICATED, AS SPECI Fl ED, AS INCLUDED IN HARDWARE SCHEDULE, AND AS REQUIRED FOR COMPLETE INSTALLATION. 2. WEATHERSTRIPPING: PROVI DE CONTINUOUS WEATHERSTRIPPING AT TOP AND SIDES OF EXTERIOR DOORS. FIRE RATED GASKETS: PROVI DE CONTINUOUS FIRE RATED GASKETS AT TOP AND SI DES OF FIRE RATED DOORS. 4. THROUGH BOLTS: THROUGH BOLTS AND GROMMET NUTS WALL BE AVOIDED ON DOOR FACES IN HIGHLY VISIBLE AREAS, UNLESS NO ALTERNATIVE IS POSSIBLE, AS DI RECTED AND APPROVED, AND WALL NOT BE USED FOR SOLID WOOD CORE DOORS. FINISH: BI-IMA 626 (US26D), SATIN FINISHED CHROMIUM PLATED UNLESS OTHERW 1 SE INDICATED. L. INSTALLATION: COMPLY W ITH MANUFACTURER RECOMMENDATIONS, 131-IMA, AND APPLICABLE REQUIREMENTS FOR ACCESS AND FOR FIRE RATINGS. 1 . FIT HARDWARE PRIOR TO PAINTING, THEN REMOVE FOR PAINTING OF DOORS AND FRAMES BEFORE FINAL INSTALLATION OF HARDWARE. 2 . HEIGHTS TO COMPLY WITH APPLICABLE CODES AND BI-IMA RECOMMENDATIONS. 5. 3. HARDWARE GROUPS: REFER TO DRAWINGS. GENERAL: INSTALL G.c. FURNISHED F LM ON GLASS; PROVI DE GLAZING ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. 5. STANDARDS: COMPLY WITH GLASS ASSOCIATION OF NORTH AMERICA (GANA) "GLAZ I NG MANUAL" C. CODES: SAFETY GLAZING SHALL compLy W I TH CONSUMER PRODUCT STANDARD 16 CFR 1201, AND WALL HAVE PASSED ANSI Z97.1. D. MANUFACTURERS: PI LKINGTON LOF, GUARDIAN, OR PPG. E. TEMPERED GLASS: OWNER FURNISHED TEMPERED GLASS, NOM I NAL 1/2" THICK. 1 . FILM: APPLY FILM TO TEMPERED GLASS. F. GLAZ ING SEALANT: ONE COMPONENT SILICONE GLAZING SEALANT; PROVIDE AS RECOMMENDED BY SEALANT MANUFACTURER FOR APPLICATIONS INDICATED, HIGH MODULUS TYPE AT I . MANUFACTURERS: DOW OR GE. G. SETTI NG BLOCKS AND SPACERS: NEOPRENE OR EPDM, SILICONE COMPAT IBLE WHERE IN CONTACT WITH SI LICONE SEALANT. 6130 S. '1 ROAD co 0 Ca /. BY: La J on cl: 1=1 : - 4L'I I -:- 0 L7I1 C 1 - - -- -= : 0 ■0 ° : a L. .., r .7 < 47 ! ::" Q- : 1 1 E Pa LU 40 CD : I -14:8 I C 31- ' - :;61: 0 1 ti nr. 4 C . 0 . < -: I - 5: 18 0 , , , I -7 , 1 2 : L.. ,9 cc 4 IC 40 0 CL La ,., •..., ...: 0 1- L E. cp :: :: :: : :: IT La o-A8 cp !: , .' 46; I! - ! LI ;11- I; .. 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PREPARATION: CLEAN GLAZING CHANNELS AND FRAMING MEMBERS TO RECEIVE GLASS IMMEDIATELY BEFORE GLAZING; REMOVE COATINGS NOT FIRMLY BONDED TO SUBSTRATE. INSTALLATION: COMPLY WITH GANA GLAZING MANUAL AND SEALANT MANUAL AND GLAZING MANUFACTURER INSTRUCTIONS. I. DO NOT ALLOW GLASS TO TOUCH METAL SURFACES. 2. COMPLY WITH NFPA 80 FOR GLASS IN FIRE RATED OPENINGS. 3. PLACE SETTING BLOCKS AT QUARTER POINTS IN THIN COURSE OF SEALANT. 4. INSTALL REMOVABLE STOPS WITH GLASS CENTERED IN SPACE WITH SPACER SHIMS AT 2' -0" INTERVALS ON BOTH SIDES OF GLASS, I /4" BELOW 5IGHTLINE. 5. SEALANT GLAZING: FILL GAP BETWEEN GLASS AND STOPS WITH SEALANT TO DEPTH EQUAL TO BITE OF FRAME ON GLASS BUT NOT MORE THAN 3/8" BELOW SIGI- ITLINE. 6. GLASS JOINTS 1/4" MAX SECTION 08830 - MIRRORS A. SUMMARY: THIS SECTION INCLUDES NEW WALL MOUNTED GLASS MIRRORS. B. QUALITY ASSURANCE 1. INSTALLER QUALIFICATIONS: AN EXPERIENCED INSTALLER WHO HAS COMPLETED MIRROR GLAZING SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT INDICATED; WHOSE WORK WAS RESULTED IN MIRROR INSTALLATIONS WITH A RECORD OF NOT LESS THAN 5 YEARS OF SUCCESSFUL IN- SERVICE PERFORMANCE. 2. SOURCE LIMITATIONS FOR MIRRORS: OBTAIN MIRRORS FROM ONE SUPPLIER/MANUFACTURER FOR EACI -4 TYPE OF MIRROR INDICATED. 3. SOURCE LIMITATIONS FOR GLAZING ACCESSORIES: OBTAIN GLAZING ACCESSORIES FROM ONE SOURCE FOR EACH TYPE OF ACCESSORY INDICATED. 4. GLAZING PUBLICATIONS: COMPLY WITH THE APPLICABLE RECOMMENDATIONS OF THE FOLLOWING. WHERE RECOMMENDATIONS CONFLICT THE MORE STRINGENT SHALL APPLY: A. GLASS ASSOCIATION OF NORTH AMERICA (GANA): "GLAZING MANUAL" AND THE MIRROR DIVISION'S "MIRRORS, HANDLE WITH EXTREME CARE: TIPS FOR THE PROFESSIONAL ON THE CARE AND HANDLING OF MIRRORS." B. NATIONAL GLASS ASSOCIATION (NGA): "CUSTOM MIRRORS, FABRICATION AND INSTALLATION. C. DELIVERY, STORAGE, AND HANDLING. 1. PROTECT MIRRORS ACCORDING TO MIRROR MANUFACTURER'S WRITTEN INSTRUCTIONS AND AS NEEDED TO PREVENT DAMAGE TO MIRRORS FROM CONDENSATION, TEMPERATURE CHANGES, DIRECT EXPOSURE TO SUN, OR OTHER CAUSES. 2. COMPLY WITH MIRROR MANUFACTURER'S WRITTEN INSTRUCTIONS FOR SHIPPING, STORING, AND HANDLING MIRRORS AS NEEDED TO PREVENT DETERIORATION OF SILVERING, DAMAGE TO EDGES, AND ABRASION OF GLASS SURFACES AND APPLIED COATINGS. STORE INDOORS, PROTECTED FROM MOISTURE INCLUDING CONDENSATION. D. PROJECTION CONDITIONS: ENVIRONMENTAL LIMITATIONS - DO NOT INSTALL MIRRORED GLASS UNTIL AMBIENT TEMPERATURE AND HUMIDITY CONDITIONS ARE MAINTAINED AT LEVELS INDICATED FOR FINAL OCCUPANCY. E. SILVERED FLAT GLASS MIRROR MATERIAL: 6.0 mm THICK AND COMPLYING WITH ASTM C 1503, MIRROR SELECT QUALITY FOR USE 1N VISUALLY DEMANDING APPLICATIONS REQUIRING MINIMAL DISTORTIONS AND BLEMISHES. F. FABRICATION 1. CUTOUTS: FABRICATE CUTOUTS FOR NOTCHES AND HOLES IN MIRRORS WITHOUT MARRING VISIBLE SURFACES. LOCATE AND SIZE CUTOUTS SO THEY FIT CLOSELY AROUND PENETRATIONS IN MIRRORS. 2. MIRROR EDGE TREATEMENT: A. CUTTING AND POLISHING: 1. TYPICAL MIRRORS: FLAT EDGES WHERE THE CLEAN CUT "SQUARE" EDGE OF THE GLASS IS FLAT AND SURFACE EDGES ARE SLIGHTLY ARRISSED. AFTER GRINDING THE ARISSES, EDGES SHALL BE POLISHED TO A HIGH GLOSS SURFACE WHERE THE SURFACE REFLECTIVITY 15 SIMILAR IN APPEARANCE TO THE MAJOR SURFACE OF THE GLASS. 2. BEVELED EDGED MIRRORS: PROVIDE BEVELED EDGED MIRRORS WHERE THE SURFACE EDGE OF THE GLASS IS BEVELED TO WIDTH INDICATED ON TER OWNER FURNISHED DRAWINGS. THE ANGLE FORMED BY THE INTERSECTION OF THE FIANCE OF THE BEVEL WITH THE MAJOR SURFACE FACE OF THE GLASS SHALL BE BETWEEN 3 TO 10 DEGREES. THE BEVELED SURFACE AND THE NOSE OF THE BEVEL SHALL BE POLISHED TO A HIGH GLOSS SURFACE WHERE THE SURFACE REFLECIVITY IS SIMILAR IN APPEARANCE TO THE MAJOR SURFACE OF THE GLASS. 3 EDGE SEALING: IMMEDIATELY AFTER CUTTING T FINAL SIZES, AND APPLYING EDGE TREATMENT, FACTORY SEAL EDGES OF MIRRORS WITH EDGE SEALER TO PREVENT CHEMICAL OR ATMOSPHERIC PENETRATION OF GLASS COATING. G. MISCELLANEOUS MATERIALS 1. SETTING BLOCKS: NON - RUBBER OR NON - NEOPRENE BASED ELASTOMERIC MATERIAL MANUFACTURED FOR SETTING SILVERED FLAT GLASS MIRRORS, COMPATIBLE WITH ADHESIVE USED FOR PLACEMENT, WITH A TYPE A SHORE DUROMETER HARDNESS OF 85, PLUS OR MINUS 5. 1/8" WIDE x 1 /4" HIXI x 4" LONG. 2. EDGE SEALER: COATING COMPATIBLE WITH GLASS COATING AND APPROVED BY MIRROR MANUFACTURER FOR USE IN PROTECTING AGAINST SILVER DETERIORATION AT MIRROR EDGES. 3. MIRROR MASTIC: PALMER PRODUCTS CORP., "MIRRO- MASTIC ", (502) 893 -3668, (800)431 -6151, FAX (502) 895 -9253. 4. DRYWALL AND PLYWOOD PAINT (POROUS SUBSTRATE PRIMER): PALMER PRODUCTS CORP. "MIRROR- MASTIC BOND ", (502) 893 -3668, (800) 43I -6I51, FAX (502)895 -9253. 5. TOP AND BOTTOM ALUMINUM J CHANNELS: ALUMINUM EXTRUSIONS WITH A RETURN DEEP ENOUGH TO PRODUCE A GLAZING CHANNEL TO ACCOMMODATE 6mm THICK MIRRORS AND HEAVY BODIED MIRROR MASTIC SPECIFIED AND IN LENGTHS REQUIRED TO COVER BOTTOM AND TOP EDGES OF EACH MIRROR IN A SINGLE PIECE. THE ENDS OF THE BACK LIPS OF ALL CHANNELS SHALL BE FACTORY SNIPPED AND FILED SO THAT THEY WILL NOT BE SEEN AFTER INSULATION. A. BOTTOM TRIM: C.R. LAURENCE CO. INC., 1/4" STANDARD "J" CHANNEL (CATALOG NUMBER D636P POLISHED FINISH), (800)421 -6I44, FAX (800)262 -3299. J- CHANNELS FORMED WITH FRONT LEG AND BACK LEG NOT LESS THAN 3/8" AND 7/8" IN HEIGHT, RESPECTIVELY. B. TOP TRIM: C.R. LAURENCE CO. INC., 1/4" DEEP NOSE "J" CHANNEL (CATALOG NUMBER D645P PLOWED FINISH) (800)421- 6144 /FAX (800)262 -3299. J- CHANNELS FORMED WITH FRONT LEG AND BACK LEG NOT LESS THAN 5/8" AND I- 3/16" IN HEIGHT, RESPECTIVELY. 6. STUD FASTENERS: PROVIDE #6 GAGE DIAMETER, 1 -5/8" LONG, PHILLIPS BUGLE READ, SELF - DRILLING TYPE, FINE THREADED STEEL SCREW FASTENERS IN QUANTITY AS REQUIRED FOR SUPPORT AND FASTENING OF WOOD TRIMS AND MIRROR CHANNELS TO DRYWALL STUD FRAMING AND SHEET METAL BACKER PLATES. HILTI KWIK -PRO SELF DRILL DRYWALL SCREWS, ORDERING NAME: 6X I'5 /5 PIN SD, ITEM #: 00086216; HILTI CORPORATION (800) 87q -8000. 7. PLASTIC WOOD FILLER: COMMERCIAL QUALITY WOOD FILLER SPECIFICALLY MANUFACTURED TO ADVANCE THE FINAL HUILD AND SMOOTHNESS OF THE INSTALLED WOOD TRIM SURFACE BY FILLING DENTS, SCRATCHES, MITER JOINTS, AND VOIDS ABOVE COUNTERSUNK FASTENER HEADS. THE SELECTED FILLER SHALL BE EITHER NEUTRAL OR TINTED TO MATCH THE COLOR OF THE WOOD TRIM. B. PLYWOOD FASTENERS: PROVIDE MINIMUM #6 GAGE DIAMETER, PHILLIPS FLAT HEAD, SHARP POINTED, COARSE THREADED, STEEL WOOD SCREW FASTENERS IN QUANTITY AS REQUIRED. FURNISH PLYWOOD FASTENERS IN LENGTH AS REQUIRED TO SPAN THROUGH WOOD MIRROR TRIM, AND MIRROR CHANNELS, PLUS 3/4 ". 9. WOOD MIRROR TRIM. H. EXAMINATION 1. EXAMINE SUBSTRATES, OVER WHICH MIRRORS ARE TO BE MOUNTED, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH INSTALLATION TOLERANCES, SUBSTRATE PREPARATION, AND OTHER CONDITIONS AFFECTING PERFORMANCE. A. VERIFY COMPATIBILITY AND SUITABILITY OF SUBSTRATES, INCLUDING COMPATIBILITY OF MIRROR MASTIC WITH EXISTING FINISHES OR PRIMERS. PROCEED WITH MIRRORED GLASS INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED AND SURFACES ARE DRY. J. PREPARATION 1. COMPLY WITH MASTIC MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS FOR PREPARATION OF SUBSTRATES. A. MIRROR, DRYWALL AND PLYWOOD SUBSTRATES SHALL BE FREE OF DUST, BE CLEAN, AND DRY PRIOR TO APPLICATION OF MIRROR MASTIC AND DRYWALL AND PLYWOOD FAINT. IF PLYWOOD OR DRYWALL SURFACES HAVE BEEN PAINTED PRIOR TO APPLICATION OF THE SPECIFIED DRYWALL AND PLYWOOD PAINT THE EXISTING PAINT SHALL BE SANDED THROUGH THE ORIGINAL SURFACE AND THE SUBSTRATE CLEANED PRIOR TO THE APPLICATION OF DRYWALL AND PLYWOOD PAINT. K. GLAZING 1. GENERAL: INSTALL MIRRORS WITH MIRROR GLAZING CHANNELS TO COMPLY WITH WRITTEN INSTRUCTIONS OF MIRROR AND MIRROR GLAZING CHANNEL MANUFACTURERS, WITH REFERENCED GANA AND NGA PUBLICATIONS, OWNER FURNISHED DRAWINGS, AND AS SPECIFIED. MOUNT MIRRORS PLUMB, IN LINE AND IN A M ANNER THAT AVOIDS DISTORTING REFLECTED IMAGES. F. 2. COMPLY WITH MASTIC MANUFACTURER'S PRINTED DIRECTIONS FOR PREPARATION AND SEALING OF MOUNTING SURFACES BY SEALING DRYWALL, AND PLYWOOD, SUBSTRATES WITH DRYWALL AND PLYWOOD PAINT. ALLOW PAINT TO DRY BEFORE APPLYING MIRROR MASTI 3. MIRROR CHANNEL INSTALLATION: A. TO PLYWOOD: DRILL, DO NOT DIMPLE, BACK LIP OF CHANNEL TO RECEIVE FASTENERS WITH HOLES PROPERLY SIZED AND SPACED TO RECEIVE FASTENERS. ATTACH MIRROR CHANNELS BY SCREW ATTACHING MIRROR CHANNEL THROUGH THE BACK LIP OF THE CHANNEL TO PLYWOOD SUBSTRATE IN ACCORDANCE WITH THE FASTENER MANUFACTURERS WRITTEN INSTRUCTIONS. INSTALL THE WEB OF THE TOP CHANNEL 1/4" HIGHER THAN THE HEIGHT OF THE MIRROR TO ALLOW THE RAISING OF THE MIRROR INTO THE TOP CHANNEL AND ITS SUBSEQUENT LOWERING INTO THE BOTTOM CHANNEL. AFTER INSTALLING FASTENERS PLACE MASKING TAPE OVER THE ENTIRE LENGTH OF THE BACK LIP OF THE CHANNEL COMPLETELY COVERING THE FASTENER HEADS TO PROTECT THE MIRROR FROM BEING CHIPPED IN SETTING. ADHERE SETTING BLOCKS AT QUARTER POINTS FOR BOTTOM MIRROR CHANNELS USING ONLY 2 SETTING BLOCKS PER MIRROR PANEL. 5. TO DRYWALL: MARK THE LOCATIONS FOR THE STUD FASTENERS ON THE BACK LIP OF EACH MIRROR CHANNEL AT EQUAL INTERVALS NOT OVER 8" ON CENTER, AND NOT MORE THAN 3" FROM ENDS PRIOR TO DRILLING THE CHANNEL. DRILL AND COUNTERSINK, DO NOT DIMPLE BACK LIP OF CHANNEL TO RECEIVE STUD FASTENERS AT MARKED LOCATIONS WITH HOLES PROPERLY SIZED TO RECEIVE STUD FASTENERS. ATTACH MIRROR CHANNELS BY SCREW ATTACHING MIRROR CHANNEL THROUGH THE BACK LIP OF THE CHANNEL THROUGH DRYWALL, STUD FRAMING, AND SHEET METAL BACKER PLATE SUBSTRATES IN ACCORDANCE WITH THE FASTENER MANUFACTURERS WRITTEN INSTRUCTIONS. I. INSTALL THE WEB OF THE TOP CHANNEL 1/4" HIGHER THAN THE HEIGHT OF THE MIRROR TO ALLOW THE RAISING OF THE MIRROR INTO THE TOP CHANNEL AND ITS SUBSEQUENT LOWERING ONTO THE WEB OF THE BOTTOM CHANNEL. AFTER INSTALLING FASTENERS PLACE MASKING TAPE OVER THE ENTIRE LENGTH OF THE BACK LIP OF THE CHANNEL COMPLETELY COVERING THE FASTENER HEADS TO PROTECT THE MIRROR FROM BEING CHIPPED IN SETTING. ADHERE SETTING BLOCKS TO THE WEB OF THE BOTTOM MIRROR CHANNELS, LOCATED AT QUARTER POINTS, USING 2 SETTING BLOCKS PER MIRROR PANEL. 2. SETTING BLOCKS PER MIRROR PANEL. 4. WOOD TRIM * INSTALLATION A. BEFORE INSTALLING MIRROR WOOD TRIM, EXAMINE SHOP - FABRICATED WORK FOR COMPLETION AND COMPLETE WORK AS REQUIRED. PRIME TO ALL EXPOSED SURFACES OF THE MIRROR WOOD TRIM WHICH WILL BE IN CONTACT WITH THE MIRROR BACKING TO ELIMINATE INTERACTIONS BETWEEN THE RESINS IN THE WOOD AND THE MIRROR BACKING. S. INSTALL MIRROR WOOD TRIM PLUMB, LEVEL, TRUE, AND STRAIGHT WITH NO DISTORTIONS. SCRIBE AND CUT MIRROR WOOD TRIM TO FIT ADJOINING WORK, AND REFINISH CUT SURFACES AND REPAIR DAMAGED FINISH AT CUTS. INSTALL WITH MINIMUM NUMBER OF JOINTS POSSIBLE, USING FULL - LENGTH PIECES (FROM MAXIMUM LEN OF WOOD TRIM AVAILABLE) TO GREATEST EXTENT POSSIBLE. DO NOT USE PIECES LESS THAN 96" LONG, EXCEPT WHERE SHORTER SINGLE- LENGTH PIECES ARE NECESSARY. SCARF RUNNING JOINTS. MITERS OVER 4" LONG SHALL BE SPLINED AND GLUED. L. PROTECTION AND CLEANING 1. PROTECT MIRRORS FROM BREAKAGE AND CONTAMINATING SUBSTANCES RESULTING FROM CONSTRUCTION OPERATIONS. USING CLEAN WARM WATER, CLEAN MIRRORS BY METHODS RECOMMENDED IN REFERENCED GLAZING STANDARDS. DIVISION NINE: FINISHES SECTION 09260 - GYPSUM BOARD ASSEMBLIES A. GENERAL: PROVIDE GYPSUM BOARD SYSTEMS INCLUDING METAL FRAMING ACCESSORIES, GYPSUM BOARD, JOINT TREATMENT, ACOUSTICAL INSULATION, ACOUSTICAL SEALANT, AND ACCESSORIES AS REQUIRED FOR. COMPLETE INSTALLATION. H. STANDARDS: COMPLY WITH ASTM C754 AND ASTM 0840, AND REQUIREMENTS FOR FIRE RATINGS. 1. DEFLECTIONS: MAXIMUM L/240 TYPICAL, L/360 AT LOCATIONS INDICATED TO RECEIVE TILE. C. FIRE -RATED ASSEMBLIES: LISTED BY UNDERWRITER'S LABORATORY, GYPSUM ASSOCIATION (GA) FILE NO'S IN GA -600 FIRE RESISTANCE DESIGN MANUAL, OR OTHER LISTING APPROVED BY APPLICABLE AUTHORITIES. D. SYSTEMS RESPONSIBILITY: PROVIDE PRODUCTS MANUFACTURED BY OR RECOMMENDED BY MANUFACTURER OF GYPSUM BOARD TO MAINTAIN SINGLE - SOURCE RESPONSIBILITY FOR SYSTEM. MANUFACTURERS: USG, GEORGIA PACIFIC, OR NATIONAL GYPSUM. METAL FRAMING: CONFORM TO ASTM C754; COMPLETE 16 GAGE AND LIGHTER STEEL FRAMING AND SUSPENSION SYSTEM FOR GYPSUM BOARD SYSTEMS; PROVIDE ACCESSORIES REQUIRED FOR COMPLETE INSTALLATION. 1. INSTALL OWNER FURNISHED GARCY STUDS AND STANDARDS; PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. 2. MANUFACTURED SUSPENSION SYSTEM SUCH AS CHICAGO METALLIC /DRYWALL SYSTEM IS ACCEPTABLE. G. GYPSUM BOARD: CONFORM TO C840; UL LISTED FIRE RESISTANT GYPSUM BOARD THROUGHOUT. I. STANDARD: ASTM C36, 5/8" THICK. 2. CORE BOARD: ASTM C442, 1" THICK. H. GYPSUM BOARD ACCESSORIES: COMPLY WITH ASTM 0840. 1. PROVIDE PROTECTIVE COATED STEEL CORNER BEADS AND EDGE TRIM; TYPE DESIGNED TO BE CONCEALED IN FINISHED CONSTRUCTION BY TAPE AND JOINT COMPOUND. 2. CORNER BEADS: MANUFACTURER'S STANDARD METAL BEADS. 3. REINFORCING TAPE, JOINT COMPOUND, ADHESIVE, WATER, FASTENERS: TYPES RECOMMENDED BY SYSTEM MANUFACTURER AND CONFORMING WITH ASTM C475. 3. CONTROL/EXPANSION JOINTS: 2 -PIECE DRYWALL JOINTS DESIGN TO BE FINISHED TO ADJACENT SURFACE WITH TAPE 4 SPACKLE. FIRE RATED CONSTRUCTION: COMPLY WITH UNDERWRITER'S LABORATORIES CERTIFIED FIRE TESTS AND APPLICABLE CODE REQUIREMENTS. 1. SHAFT WALL SYSTEM: PROVIDE AT SHAFTS AND WHERE INDICATED. J. ACOUSTICAL ACCESSORIES: PROVIDE ASTM C665, TYPE I ACOUSTICAL INSULATION AND ASTM C919 PAINTABLE ACOUSTICAL SEALANTS WHERE ACOUSTICAL SYSTEMS ARE INDICATED. K. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS, REFERENCED AND APPLICABLE REQUIREMENTS FOR FIRE RATINGS AND ACOUSTICAL RATINGS. 1. SPECIAL METAL STUD AND GYPSUM DOOR: PROVIDE SPECIAL CONFIGURATION AS INDICATED ON DRAWINGS. L. METAL FRAMING ERECTION: ERECT METAL FRAMING IN ACCORDANCE WITH ASTM C754 AND MANUFACTURER'S RECOMMENDATIONS. 1. DOOR OPENING FRAMING: INSTALL DOUBLE STUDS AT DOOR FRAME JAMBS; INSTALL RUNNERS ON EACH SIDE OF OPENING AT FRAME HEAD HEIGHT BETWEEN JAMB STUDS AND ADJACENT STUDS. 2. INSTALL MEMBERS TRUE TO LINES AND LEVELS TO PROVIDE SURFACE FLATNESS WITH MAXIMUM VARIATION OF 1/8" IN 10' -0" IN ANY DIRECTION. 3. INSTALL METAL FRAMING BACKING WHERE REQUIRED FOR SUPPORT OF FIXTURES, CABINETS, ACCESSORIES AND HARDWARE. 4. COORDINATE INSTALLATION OF BUCKS, ANCHORS, BLOCKING, ELECTRICAL AND MECHANICAL WORK WHICH IS TO BE PLACED IN OR BEHIND PARTITION FRAMING; ALLOW ITEMS TO BE INSTALLED AFTER FRAMING IS COMPLETE. M. CEILING FRAMING INSTALLATION: ERECT IN ACCORDANCE WITH ASTM C754 AND MANUFACTURER'S RECOMMENDATIONS. REINFORCE OPENINGS IN CEILING SUSPENSION SYSTEM, 1. LATERALLY BRACE ENTIRE SUSPENSION SYSTEM. N. GYPSUM HOARD INSTALLATION: INSTALL IN ACCORDANCE WITH ASTM MANUFACTURER'S RECOMMENDATIONS. USE SCREWS WHEN FASTENING TO FURRING AND TO FRAMING. 1. FOR FIRE RATED SYSTEMS COMPLY WITH REQUIREMENTS FOR 5. C840 AND GYPSUM BOARD FIRE RATINGS. 2. PLACE CORNER BEADS AT EXTERNAL CORNERS; USE LONGEST PRACTICAL LENGTHS. 3. PLACE EDGE TRIM WHERE GYPSUM BOARD ABUTS DISSIMILAR MATERIALS. 4. TAPE, FILL, AND SAND EXPOSED JOINTS, EDGES, CORNERS AND OPENINGS TO PRODUCE SURFACE READY TO RECEIVE FINISHES; FEATHER COATS ONTO ADJOINING SURFACES. FINISHING: COMPLY WITH GYPSUM ASSOCIATION (GA) "LEVELS OF GYPSUM BOARD FINISH" GA LEVEL 4, THREE COAT FINISHING AND SANDING 15 REQUIRED FOR SURFACES INDICATED TO BE PAINTED; PROVIDE FLUSH, SMOOTH JOINTS AND SURFACES READY FOR APPLIED PAINT FINISHES. 6. REMOVE AND REPLACE DEFECTIVE WORK. 0. ACOUSTICAL ACCESSORIES INSTALLATION. 1. PLACE ACOUSTICAL INSULATION TIGHT WITHIN SPACES, AROUND CUT OPENINGS, BEHIND AND AROUND ELECTRICAL AND MECHANICAL ITEMS WITHIN PARTITIONS, AND TIGHT TO ITEMS PASSING THROUGH PARTITIONS. 2. PLACE ACOUSTICAL SEALANT WITHIN PARTITIONS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS; INSTALL ACOUSTICAL SEALANT AT GYPSUM BOARD PERIMETER, AT BASE LAYER AND FACE LAYER OF GYPSUM BOARD, AND PENETRATIONS OF PARTITIONS: 3. TOLERANCE: MAXIMUM 1 /4" SPACE BETWEEN GYPSUM BOARD AT FLOOR, CEILING, AND PENETRATIONS. 4. INSTALL ELECTRICAL BOX PADS WITH PADS MOLDED AND PRESSED ON BACK SIDE OF BOX, CLOSING OPENINGS, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, FOR COMPLETE ACOUSTICAL BARRIER. SECTION 09300 - TILE A. GENERAL: PROVIDE TILE SYSTEMS INCLUDING SETTING MATERIALS, GROUT, AND ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. 5. STANDARDS: COMPLY WITH TILE COUNCIL OF AMERICA "HANDBOOK OF CERAMIC TILE INSTALLATION" INCLUDING REFERENCED ASTM AND ANSI STANDARDS. C. TILE MANUFACTURERS: AS INDICATED ON DRAWINGS. I. FLOOR TILE: PROVIDE NON -SLIP UNITS WITH MINIMUM WET AND DRY VALUE OF 0.60 COEFFICIENT OF FRICTION WHEN TESTED IN ACCORDANCE WITH ASTM CIO28. D. LATEX THIN SET: THINSET BOND COAT, LATEX - CEMENTITIOUS MORTAR CONFORMING TO ANSI A118.4. E. GROUT: ANSI AII8.6, LATEX CEMENTITIOUS TYPE BY LATICRETE, BOSTIK OR CUSTOM BUILDING PRODUCTS. GROUT JOINT 1/8" MAX. F. INTEGRAL WATERPROOFING: LATICRETE, BOSTIK, OR NOBEL LIQUID RUBBER INTEGRAL TILE SETTING WATERPROOFING SYSTEM WITH NO BITUMINOUS EXTENDERS; PROVIDE AT TILE APPLICATIONS ABOVE GRADE. G. CLEANING AND SEALING MATERIALS: AS RECOMMENDED BY TILE AND GROUT MANUFACTURERS, SUCH AS BOSTIK CONSTRUCTION PRODUCTS /HYDROMENT CERAMASEAL. H. PREPARATION: DO NOT COMMENCE WORK UNTIL SURFACE CONDITIONS ARE WITHIN TOLERANCES REQUIRED FOR PROPER INSTALLATION; APPLY LATEX LEVELING MATERIAL WHERE NECESSARY TO MEET REQUIRED TOLERANCES. INSTALLATION: COMPLY WITH TILE COUNCIL OF AMERICA (TCA) HANDBOOK FOR CERAMIC TILE INSTALLATION FOR LATEX BOND COAT THIN SET APPLICATION I. TILE: INSTALL TILE IN ACCORDANCE WITH REFERENCED ANSI STANDARDS AND TCA RECOMMENDATIONS FOR TYPE OF SUBSTRATE AND INDICATED SETTING METHOD; LATEX - CEMENT THIN SET AND BOND COATS REQUIRED. 2. PLACE TILE IN ACCORDANCE WITH PATTERNS INDICATED ON DRAWINGS OR AS DIRECTED BY OWNER'S PROJECT MANAGER; CAREFULLY PLAN TILE LAYOUTS, ENSURE PATTERN IS UNINTERRUPTED FROM ONE SURFACE TO THE NEXT AND THROUGH DOORWAYS. 3. SEAL TILE AND GROUT SURFACES WHERE RECOMMENDED BY MANUFACTURER FOR MATERIALS AND APPLICATIONS INVOLVED; COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. SECTION 09510 - ACOUSTICAL CEILINGS A. GENERAL: PROVIDE ACOUSTICAL CEILINGS INCLUDING SUSPENSION SYSTEM, TRIM, AND ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. STANDARDS: CONFORM TO ASTM 0635 FOR METAL SUSPENSION SYSTEM AND ASTM 0636 FOR INSTALLATION OF ACOUSTICAL CEILINGS. C. PERFORMANCE REQUIREMENTS: PROVIDE PRODUCTS LISTED BY UNDERWRITERS LABORATORIES (UL ). 1. FLAME SPREAD /SMOKE DENSITY: PROVIDE PRODUCTS MEETING CODE REQUIREMENTS FOR MAXIMUM 25 FLAME SPREAD AND MAXIMUM 25 SMOKE DENSITY. D. SEISMIC REQUIREMENTS: COMPLY WITH STATE AND LOCAL CODE REQUIREMENTS FOR SEISMIC BRACING OF CEILING SUSPENSION SYSTEM, AND WITH ASTM E580. E. SUBMITTALS: SUBMIT PRODUCT DATA, SHOP DRAWINGS INDICATING LAYOUT, AND SAMPLES OF GRID, TRIM, AND CEILING UNITS.SAND F. INSTALLER: FIRM WITH MINIMUM THREE YEAR'S SUCCESSFUL EXPERIENCE IN PROJECTS OF SIMILAR TYPE AND SCOPE; ACCEPTABLE TO MANUFACTURER OF ACOUSTICAL UNITS. G. PROJECT CONDITIONS: DO NOT INSTALL CEILINGS UNTIL BUILDING 15 ENCLOSED, SUFFICIENT HEAT IS PROVIDED, DUST GENERATING ACTIVITIES HAVE TERMINATED AND OVERHEAD MECHANICAL WORK IS COMPLETED, TESTED AND APPROVED; ALLOW WET WORK TO DRY PRIOR TO INSTALLATION. H. ACOUSTICAL UNITS: TYPES AS INDICATED ON DRAWINGS. MANUFACTURERS: ARMSTRONG OR APPROVED EQUAL. 1. NON - RATED(NON- SALES) AREAS: ARMSTRONG 24" X 48" X 5/8" FINE FISSURED PANELS ( #1729) WITH SQUARE EDGE - WHITE, UNSCORED /NON - DIRECTIONAL. 2. NON -RATED (SALES) AREAS: ARMSTRONG 24" X 24" X 5/8" DUNE (#1775) BEVELED TEGULAR - WHITE 3. RATED AREAS: ARMSTRONG 24" X 24" X 5/8" DUNE ( #1852) BEVELED TEGULAR - WHITE 4. RATED (NON- SALES) AREAS: ARMSTRONG 24" X 48" X 5/8" FINE FISSURED PANELS ( #1830) WITH SQUARE EDGE - WHITE, UNSCORED/NON- DIRECTIORAL. SUSPENSION SYSTEM: TYPE AS INDICATED ON DRAWINGS. MANUFACTURERS: ARMSTRONG OR APPROVED EQUAL. I . FOR ARMSTRONG #1729 CEILING: ARMSTRONG PRELUDE XL 15/16" EXPOSED TEE OR STANDARD 1" PROFILE WHITE BAKED ENAMEL FINISHED STEEL OR ALUMINUM TYPE, EDGE TRIM WITH VERTICAL LEG CONCEALED. 2. FOR ARMSTRONG #1775 CEILING: ARMSTRONG SUPRAFINE XL 9/16" EXPOSED TEE. OR 9/16" NARROW PROFILE WHITE BAKED ENAMEL FINISH. STEEL OR ALUMINUM TYPE, EDGE TRIM WITH VERTICAL LEG CONCEALED. 3. FOR ARMSTRONG #1852 CEILING: ARMSTRONG SUFRAFINE XL FIRE GUARD 9/16" EXPOSED TEE. J. PREPARATION: MEASURE CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL UNITS TO BALANCE BORDER WIDTHS AT OPPOSITE EDGES OF EACH CEILING; DO NOT USE LESS THAN HALF WIDTH UNITS AT BORDERS. COORDINATE WITH OTHER WORK SUPPORTED BY OR PENETRATING THROUGH CEILINGS, INCLUDING LIGHT FIXTURES, HVAC EQUIPMENT AND PARTITION SYSTEMS. K. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS, ASTM 0636, AND APPLICABLE REQUIREMENTS FOR FIRE RATINGS. FINISHED CEILINGS: TRUE TO LINES AND LEVELS AND FREE FROM WARPED, SOILED OR DAMAGED GRID OR ACOUSTICAL UNITS. 2. INSTALL CEILING SYSTEMS IN A MANNER CAPABLE OF SUPPORTING SUPERIMPOSED LOADS, WITH MAXIMUM PERMISSIBLE DEFLECTION OF 1/8" IN IO' -0 ". C. D. 3. ENSURE SUSPENSION SYSTEM 15 LOCATED TO ACCOMMODATE FITTINGS AND UNITS OF EQU IPMENT WHICH IS TO BE PLACED AFTER INSTALLATION OF CEILING GRID. 4. WHERE DUCTS OR OTHER EQUIPMENT PREVENT REGULAR SPACING OF HANGERS, REINFORCE NEAREST ADJACENT HANGERS AND RELATED CARRYING CHANNELS AS REQUIRED TO SPAN REQUIRED DISTANCE. S. INSTALL EDGE MOLDINGS AT INTERSECTION OF CEILING AND VERTICAL SURFACES, USING MAXIMUM LENGTHS, STRAIGHT, TRUE TO LINE AND LEVEL; MITER CORNERS. 6. FIT ACOUSTIC UNITS IN PLACE, FREE FROM DAMAGED EDGES OR DEFECTS DETRIMENTAL TO APPEARANCE AND FUNCTION. LAY DIRECTIONALLY PATTERNED UNITS ONE WAY WITH PATTERN AS DIRECTED. FIT BORDER UNITS NEATLY AGAINST ABUTTING SURFACES. 7. INSTALL UNITS LEVEL, IN UNIFORM PLANE AND FREE FROM TWIST, WARP AND DENTS. B. INSTALL HOLD -DOWN CLIPS WHERE REQUIRED BY APPLICABLE CODES AND WHERE CEILING IS WITHIN 20' -0" OF AN EXTERIOR DOOR. L. ADJUSTMENT: ADJUST SAGS OR TWISTS WHICH DEVELOP IN CEILING SYSTEM AND REPLACE ANY PART WHICH 15 DAMAGED OR FAULTY. SECTION 09640 - WOOD STRIP FLOORING A GENERAL: INSTALL SHOP FINISHED ACRYLIC IMPREGNATED WOOD STRIP FLOORING SYSTEM WITH ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. PROJECT CONDITIONS: DO NOT INSTALL WOOD FLOORING SYSTEM UNTIL WET CONSTRUCTION WORK IS COMPLETED AND SURROUNDING AIR HAS MAXIMUM MOISTURE CONTENT OF 40 PERCENT. PROVIDE PERMANENT HEAT, LIGHT AND VENTILATION PRIOR TO INSTALLATION. 1. MAINTAIN ROOM TEMPERATURE OF MINIMUM 65 DEGREES F FOR PERIOD OF SEVEN DAYS PRIOR TO DELIVERY OF MATERIALS. MANUFACTURER: PERMAGRAIN PRODUCTS, INC WOOD: AS INDICATED ON DRAWINGS, TONGUE AND GROOVED EDGES WITH SHOP APPLI ACRYLIC IMPREGNATED FINISH INTENDED FOR DIRECT ADHESIVE APPLICATION TO CONCRETE. E. ADHESIVE: TYPE AS RECOMMENDED EY MANUFACTURER TO ENSURE MAXIMUM DURABILITY OVER TIME; NONTOXIC, WATERPROOF TYPE SUITABLE FOR FLOORING, SUBSTRATE, AND ACCEPTABLE TO APPLICABLE AUTHORITIES. F. SUBFLOOR FILLER: PREMIX LATEX REQUIRING WATER ONLY TO PRODUCE CEMENTITIOUS PASTE. G. DIVIDER STRIPS: TYPE AS INDICATED IN DETAILS. R. PREPARATION: BROOM CLEAN SUBSTRATE SURFACE AND ENSURE FLOOR SURFACE IS SMOOTH AND FLAT TO PLUS OR MINUS 1/5" PER 10' -0 ", FREE OF OIL, GREASE, DUST AND FOREIGN SUBSTANCE. USE LATEX FILLER TO PATCH CRACKS AND SMALL HOLES, AND FOR MINOR LEVELI NG. I . GRIND CONCRETE WHERE RIDGES AND IRREGULARITIES PROVIDE UNSATISFACTORY SUBSTRATE FOR WOOD STRIP FLOORING. SECTION 09650 - 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 I /8" IN 10' -0 "; ENSURE CONCRETE FLOORS ARE DRY AND EXHIBIT NEGATIVE ALKALINITY, CARBONIZING AND DUSTING. RESILIENT TILE: 12" X 12" BY I /S" THICK; VINYL COMPOSITION TILE CONFORMING TO ASTM F1066, COMPOSITION I; COLOR AND PATTERN AS INDICATED IN FINISH SCHEDULE. D. E. F. 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 FLOORING MANUFACTURER FOR SPECIFIED MATERIAL AND APPLICATION. J. B. G. E. F. H. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTION FOR DIRECT APPLICATION OF WOOD STRIP FLOORING OVER CONCRETE. I. ENSURE JOINTS OF WOOD FLOORING ARE IN LINE; ENSURE FULL ADHESIVE CONTACT FOR PERMANENT BOND TO SUBSTRATE. 2. LAY FLOORING SYMMETRICAL ABOUT ROOM CENTER LINE; FIT NEATLY TO VERTICAL INTERRUPTIONS. 3. PROVIDE DIVIDER STRIPS AT CENTERLINE OF DOOR OPENINGS AND WHERE FLOORING TERMINATES WITH TILE OR OTHER FLOOR FINISHES. (SEE FINISH PLAN LAYOUT) 4. PROVIDE MAXIMUM 1:12 SLOPE WHERE FINISHED FLOOR SURFACE CHANGES LEVEL BETWEEN WOOD FLOORING AND ADJACENT FLOORING. 5. PROVIDE SHEET VINYL UNDERLAYMENT MOISTURE BARRIER. 1. MANUFACTURERS: ARMSTRONG WORLD INDUSTRIES, INC. OR APPROVED EQUAL FLAMMABILITY: PROVIDE MATERIALS TESTED UNDER ASTM E648, FLOORING RADIANT PANEL TEST, WITH RESULTS OF 0.45 WATTS /CM2 OR HIGHER. 2. SLIP RESISTANCE: PROVIDE MATERIALS TESTED UNDER ASTM D2047, JAMES SLIP TEST WITH MINIMUM 0.6 RATING FOR FLOORS. RESILIENT BASE: FS 55 -40, 1 /5" GAGE COVED BASE AT HARD FLOOR SURFACES, STRAIGHT (TOP SET) BASE AT CARPET; PROVIDE PREMOLDED END STOPS AND EXTERNAL CORNERS. 1. MANUFACTURERS: BURKE OR ROPPE, MOLDED RUBBER BASE. HEIGHT: 6" UNLESS OTHERWISE INDICATED. 2. COLOR: AS INDICATED IN FINISH SCHEDULE. EDGE STRIPS AND ACCESSORIES: RUBBER OR VINYL EDGE STRIPS MATCHING RESILIENT FLOORING; LATEX- MODIFIED PORTLAND CEMENT EASED UNDERLAYMENT AND PATCHING COMPOUND; NONTOXIC WATER RESISTANT TYPE ADHESIVES. SEALER AND WAX: TYPE RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIAL TYPE AND LOCATION. PREPARATION: CONFORM WITH MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION AND WITH ASTM F710; REMOVE SUBFLOOR RIDGES AND BUMPS; FILL LOW SPOTS, CRACKS, JOINTS, HOLES AND DEFECTS WITH SUBFLOOR FILLER. K. FLOORING INSTALLATION: CONFORM WITH 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 STRIPS AT UNPROTECTED AND EXPOSED EDGES WHERE FLOORING TERMINATES. 2. SEE FINISH PLAN 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. 1. MITER INTERNAL CORNERS; USE PREMOLDED 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 09680 - CARPET AND WALK -OFF MAT A. GENERAL: PROVIDE CARPET AND ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. STANDARDS: COMPLY WITH CARPET AND RUG INSTITUTE (CRI) STANDARDS. INSTALLER QUALIFICATIONS: APPROVED BY CARPET MANUFACTURER; UPON REQUEST, SUBMIT LETTER FROM CARPET MANUFACTURER STATING INSTALLER IS ACCEPTABLE. D. WARRANTY: PROMPTLY REPAIR OR REPLACE CARPET WHICH EXHIBITS EVIDENCE OF DEFECTIVE MATERIALS OR WORKMANSHIP; WARRANTY PERIOD TWO YEARS. MANUFACTURERS: CONSTRUCTION SPECIALTI ES INC. TYPE: BROADLOOM TUFTED TYPE CARPET; SEAMING AS APPROVED. 1. FACE YARN: SOIL HIDING NYLON, SIXTH OR LATER GENERATION. 2. CONSTRUCTION: DENSE LEVEL LOOP PILE. 3. FACE WEIGHT: MINIMUM 30 OZ /SQ.YD. 4. PRIMARY BACKING: POLYPROPYLENE. 5. SECONDARY BACKING: JUTE OR SYNTHETIC (MILL OPTION). 6. COLOR AND PATTERN: AS SELECTED. 7. SPECIAL TREATMENTS: STATIC PROTECTED. G. ADHESIVE: NONTOXIC TYPE RECOMMENDED BY CARPET AND UNDERLAY MANUFACTURERS TO SUIT APPLICATION AND EXPECTED SERVICE. 1. 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. EDGE STRIPS: VINYL OR RUBBER; MANUFACTURER'S STANDARD COLORS AS SELECTED. 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. J. 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. K. CARPET INSTALLATION: INSTALL CARPET IN ACCORDANCE WITH CARPET MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. 1. 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 L. EDGING STRIPS: INSTALL IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. SECTION 09720 - VINYL WALL COVERING A. GENERAL: INSTALL VINYL WALL COVERING AND PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. MAINTENANCE INSTRUCTIONS: FURNISH MANUFACTURER'S RECOMMENDED CLEAN ING MATERIALS AND APPLICATION METHODS, INCLUDING PRECAUTIONS IN USE OF CLEANING MATERIALS WHICH MAY BE DETRIMENTAL TO SURFACES. C. MANUFACTURER: MAHARAM - COBBLE D. TYPE: VINYL WALL COVERING CONFORMING TO FS DD -G -408, TYPE II VINYL WALL COVERING WITH CLOTH SACKING, MINIMUM 24 TO 26 OZ.; WITH MAXIMUM 25 FLAME SPREAD AND SMOKE DEVELOPED, ASTM E54 (UL CLASS A, UBC CLASS I). E. ADHESIVE: NONTOXIC TYPE RECOMMENDED BY WALL COVERING MANUFACTURER TO SUIT APPLICATION. F. PRIMER: PROVIDE NON- STAINING, NON -TOXIC RELEASE COAT PRIMER AS RECOMMENDED BY WALL COVERING MANUFACTURER. 1. 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. G. EXAMINATION: ENSURE SURFACES TO RECEIVE WALL COVERING ARE CLEAN, TRUE AND FREE OF IRREGULARITIES, DO NOT COMMENCE WITH WORK UNTIL SURFACES ARE SATISFACTORY. I. ENSURE WALL SURFACE FLATNESS TOLERANCE DOES NOT VARY MORE THAN I /S" IN I0' -0 ", NOR VARY AT A RATE GREATER THAN 1/16" PER RUNNING FOOT. H_ 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. I. 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. SECTION 09720 - CORK WALL COVERING GENERAL: INSTALL CORK WALL COVERING AND PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. MAINTENANCE INSTRUCTIONS: FURNISH MANUFACTURER'S RECOMMENDED CLEANING MATERIALS AND APPLICATION METHODS, INCLUDING PRECAUTIONS IN USE OF CLEANING MATERIALS WHICH MAY BE DETRIMENTAL TO SURFACES. A. C. D. E. F. PRIMER: PROVIDE A PIGMENTED WALLCOVERING COAT PRIMER /SEALER AS RECOMMENDED BY WALL COVERING MANUFACTURER, SUCH AS 514IELDS PRIMER/SEALER. THE PIGMENT SHOULD BE THE SAME COLOR AS THE BACKGROUND COLOR OF THE WALLPAPER. I. 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. G. EXAMINATION: ENSURE SURFACES TO RECEIVE WALL COVERING ARE CLEAN, TRUE AND FREE OF IRREGULARITIES, DO NOT COMMENCE WITH WORK UNTIL SURFACES ARE SATISFACTORY. H. 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. I. 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. E. A. B. C. F. H. 1. U5E FABRIC 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. MANUFACTURER: METRO WALLCOVERINGS LTD., NATURALS OF THE ORIENT -CORK PATTERN MC1748 TYPE: METRO WALLCOVERINGS LTD., PATTERN: MC1748, CORK WALL COVERING WITH PAPER/RAYON BACKING; CLASS A FIRE RATED; FLAME SPREAD = 10; SMOKE DEVELOPED = 0; CONTACT MANUFACTURER FOR MAXIMUM FLAME SPREAD AND SMOKE DEVELOPED, ASTM NO. (UL CLASS, AND UBC CLASS). CONTACT: TAN IA MASCITELLI (512) 943 -9633 ADHESIVE: NONTOXIC TYPE RECOMMENDED BY WALL COVERING MANUFACTURER TO SUIT APPLICATION, I.E. CELLULOSE PASTE OR A PREMIXED CLEAR ADHESIVE SUCH AS SHUR -STICK C- 11 OR ROMAN'S ULTRA PREMIUM CLEAR PRO 880. I. ENSURE WALL SURFACE FLATNESS TOLERANCE DOES NOT VARY MORE THAN I /S" IN 10' - ", NOR VARY AT A RATE GREATER THAN I/16" PER RUNNING FOOT. 1. CUT THE STRIP TO THE HEIGHT OF THE WALL, ALLOWING FOR AN EXTRA 2" ON EACH END FOR TRIMMING. USE PANELS IN EXACT ORDER AS CUT FROM ROLLS. PASTE ONLY ONE STRIP AT A TIME. BOOK BY FOLDING EACH END OF THE STRIP TOWARD THE MIDDLE, PASTED SIDES TOGETHER, ALIGNING THE EDGES CAREFULLY 50 THEY DO NOT DRY OUT. ROLL THE FOLDED STRIP AS YOU WOULD A LOOSE NEWSPAPER, BEING CAREFUL TO KEEP THE EDGES ALIGNED. ALLLOW THE FOLDED AND ROLLED STRIP TO "REST" FOR 3 MINUTES. 2. DO NOT USE A SEAM ROLLER. CAREFULLY SMOOTH ALL AIR POCKETS, WRINKLES OR EXCESS PASTE FROM THE CENTER OF THE STRIP TO THE EDGES. TRIM EXCESS AT FLOOR AND CEILING USING A SHARP UTILITY KNIFE. DO NOT OVERLAP THE SEAMS. ANY PASTE OR WATER ON THE SURFACE OF THE WALLCOVERING WILL CAUSE STAINING OR DISCOLORATION OF THE PRODUCT. 3. FILL SPACES ABOVE AND BELOW WINDOWS, DOORS, AND SIMILAR AREAS IN SEQUENCE FROM ROLL. SECTION 09770 - PREFINISHED FIBERGLASS WALL PANELS (F.R.P A. GENERAL: PROVIDE PREFINISHED GLA55 FIBER REINFORCED POLYESTER RESIN FABRICATED WALL PANELS, WITH TRIM PIECES AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. B. MANUFACTURERS: MARLITE C. PANELS: FIBERGLASS REINFORCED PLASTIC (FRP) PANEL SYSTEM; NOMINAL 0.Og0" THICKNESS; WHITE. I. FIRE - RATING: CLASS I (UL CLASS A), MAXIMUM 25 FLAME SPREAD, 25 SMOKE GENERATION 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. 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 SY 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 BE ACCEPTABLE. REMOVE EXCESS ADHESIVE FROM EDGES; WIPE SEAM CLEAN WITH DRY CLOTH TOWEL. SECTION 09900 - PAINTS AND COATINGS GENERAL: PROVIDE PAINTING OF EXPOSED ITEMS AND SURFACES NOT PREFINISHED, AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. SURFACES NOT TO BE PAINTED' PREFINISHED ITEMS; CONCEALED AND INACCESSIBLE AREAS, CODE-REQUIRED LABELS, 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. I. DUPLICATE PAINTED FINISHES OF APPROVED SAMPLES ON ACTUAL WALL SURFACES AND COMPONENTS FOR APPROVAL PRIOR TO COMMENCING WORK. E. DELIVERY: DELIVER MATERIALS TO JOB SITE IN ORIGINAL, NEW AND UNOPENED PACKAGES AND CONTAINERS BEARING MANUFACTURER'S NAME AND LABEL. MANUFACTURER: BENJAMIN MOORE 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. 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. FINISH COATS: PROVIDE FINISH COATS CAPABLE OF BEING WASHED WITH MILD DETERGENT WITHOUT LOSS OF COLOR, SHEEN, OR PIGMENTS. 4. FINISH COAT COORDINATION: PROVIDE FINISH COATS WHICH ARE COMPATIBLE WITH PRIME PAINTS, UNDERCOATS, AND BARRIER COATS USED. VOLATILE ORGANIC COMPOUNDS: PROVIDE MATERIALS WITH MINIMAL VOLATILE ORGANIC COMPOUNDS (VOC); COMPLY WITH APPLICABLE REGULATIONS. COLORS AND FINISHES: PURE, NON- FADING, APPLICABLE TYPES TO SUIT SERVICE INDICATED; NO LEAD CONTENT PERMITTED. 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. REMOVE HARDWARE, ACCESSORIES, AND ITEMS IN PLACE AND NOT TO BE PAINTED, OR PROVIDE PROTECTION PRIOR TO SURFACE PREPARATION AND PAINTING; AFTER PAINTING REINSTALL REMOVED ITEMS. 235 SECTION 10680 - COMPACT MOBILE STORAGE UNITS 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 INSTRUCTIONS. I. INSTALL UNITS AND ACCESSORIES AT LOCATIONS SHOWN IN ACCORDANCE WIT+ -I 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 OWNER'S PROJECT MANAGER. 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. SECTION 10510 - TOI LET ACCESSORIES A. GENERAL: PROVIDE TOILET ACCESSORIES AS REQUIRED 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, OR AMERICAN SPECIALTIES. D. E. MATERIALS: STAINLESS STEEL, ASTM A666, COMMERCIAL GRADE, TYPE 302/304, NUMBER 4 SATIN FINISH, SATIN CHROME ACCEPTABLE WHERE STAINLESS STEEL IS NOT AVAILABLE FOR ACCESSORY ITEM SCHEDULED; GAGES AS STANDARD WITI -I MANUFACTURER OF SPECIFIED ITEMS. TYPES: STAINLESS STEEL ACCESSORIES AS INDICATED ON DRAWINGS; PROVIDE GRAB BARS WITH CONCEALED MOUNTING, SIZES AND SHAPES AS INDICATED AND AS REQUIRED BY APPLICABLE CODES AND REGULATIONS. I. 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. FABRICATION: WELD AND GRIND SMOOTH JOINTS OF FABRICATED COMPONENTS; FORM EXPOSED SURFACES FROM ONE SWEET OF STOCK, FREE OF JOINTS. 1• PROVIDE STEEL ANCHOR PLATES AND ANCHOR COMPONENTS FOR INSTALLATION. 2. FABRICATE UNITS WITH TIGHT SEAMS AND JOINTS, EXPOSED EDGES ROLLED; HANG DOORS AND ACCESS PANELS WITH CONTINUOUS PIANO HINGES; PROVIDE CONCEALED ANCHORAGE WHERE POSSIBLE. 3. HOT DIP GALVANIZE FERROUS METAL ANCHORS AND FASTENING DEVICES. 4. 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. 5. SHOP ASSEMBLE COMPONENTS; PACKAGE COMPLETE WITH ANCHORS AND FITTINGS. G. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE CODES AND REGULATIONS. i:0 .O =V EV 0 1 7.0 \ J. APPLICATION: APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS; USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. 1. APPLY ADDITIONAL COATS WHEN STAINS OR BLEMISHES SHOW THROUGH FINAL COAT, UNTIL PAINT 15 A UNIFORM FINISH, COLOR AND APPEARANCE. K. L. M. 2. 3. FINISH DOORS ON TOPS, BOTTOMS AND SIDE EDGES SAME AS FACES. PROVIDE EXTRA ATTENTION TO ASSURE DRY FILM THICKNESS AT CORNERS AND CREVICES IS EQU IVALENT TO THAT OF FLAT SURFACES. PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE SAME AS SIMILAR EXPOSED SURFACES; PAINT SURFACES BEI -II ND PERMANENTLY -FIXED EQUIPMENT AND FURNITURE WITH PRIME COAT ONLY. 4. PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH EXPOSED SURFACES. 5. SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL AND EACH VARNISH COAT. SCHEDULING PAINTING: APPLY FIRST COAT TO SURFACES THAT HAVE SEEN 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 THUMB PRESSURE. MINIMUM COATING THICKNESS: APPLY MATERIALS AT NOT LESS THAN MANUFACTURER'S RECOMMENDED SPREADING RATE, TO ESTABLISH A TOTAL DRY FILM THICKNE55 AS RECOMMENDED BY COATING MANUFACTURER. 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. EXT. PAINTED METAL: SEMIGLOSS 100% ACRYLIC. 2. GYPSUM BOARD WALLS: EGGSHELL (SATIN) LATEX EMULSION. 3. GYPSUM BOARD CEILINGS: FLAT LATEX EMULSION. 4. TOILET ROOM WALLS AND CEILINGS: SEMIGLOSS ACRYLIC ENAMEL. 5. INT. PAINTED METAL: SEMIGLOSS 100% ACRYLIC 6. CONCRETE FLOORS: CLEAR PENETRATING SEAL; ONE COAT SYSTEM ACCEPTABLE. 7. FLOOR STRIPES: TRAFFIC SEARING, NON -SLIP STRIPE PAINT; ONE GOAT SYSTEM ACCEPTABLE. S. SHEENS: COMPLY WITH ASTM 0523, 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 FINISI -IED SURFACES. Q. PROTECTION: PROTECT WORK OF OTHER WADES, WHETHER TO BE PAINTED OR NOT; CORRECT DAMAGE BY CLEANING, REPAIRING OR REPLACING, AND REPAINTING, AS ACCEPTABLE TO OWNER'S PROJECT MANAGER. 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. REPAIR: AT COMPLETION OF WORK OF OTHER TRADES, TOUCH -UP AND RESTORE DAMAGED SURFACES OR DEFACED PAINTED SURFACES. DIVISION TEN: SPECIALTIES B. CODE ENSURI C. D. E. 1. FINISH: ST MANUFACTU PILASTER 514OE5: 3 1-II STEEL. G. ATTACHMENTS, SCREWS A EXTRUDED ALUMINUM BRACK HARDWARE: MANUFACTURER'S F. H. SUBMITTA MANUFACTUR TYPE: FLOOR 1. HINGES: NON - FERROUS CA CLOSE POSITIONING. 2. LATCH: SLIDE LATCH; DOOR 3. COAT HOOK/BUMPER: CAST ALL 4. WALL BUMPER: CAST ALLOY WA 5. PULLS: COMPLY WITH REQUI DISABILITIES. I . INTERNAL REINFORCEMENT: PROV HARDWARE AND FITTINGS; MA MOUNTED WASHROOM ACCES J. PREPARATION: EXAMINE SIT DIMENSIONS AFFECTING T 1. ENSURE CORRE OF FIXTURES DISABILITI K. INSTALLATION: I AND INSTAL BETWEEN W SECTION 10160 - METAL TOILET COMPARTMENTS GENERAL: PROVIDE FLOOR MOUNTED METAL TOILET COMPARTMENTS AND WALL MOUNTED URINAL SCREENS WITH ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATI OORDINATE WITH TOILET ACCESSORIES. COORDINATE WITH TOILET ACCESSORIES. AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS F ACCESS FOR PERSONS WITH DISABILITIES. SUBMIT PRODUCT DATA, SHOP DRAWINGS, AND SAMPLES. SANYMETAL, GLOBAL, OR FLUSH METAL. NTED TOILET PARTITIONS AND WALL MOUNTED URINA DARD BAKED ENAMEL FINISH COLOR AS SELEC 'S FULL LINE OF COLORS. ; ASTM A666, TYPE 302/304, NO. 4 P BOLTS: STAINLESS STEEL; TA S. ANDARD CHROME PLAT T PIVOT HINGES RIKE AN C MENTS FO E INTERNAL REINF LOCATIONS OF REINF RI ES. CONDITIONS TO WHICH WORK WORK. SPACING AND SIZE OF PLUMBING Fl COMPARTMENTS INDICATED TO BE D 0 ASSURE CLEARANCES COMPLYING WITH TALL UNITS IN ACCORDANCE WITH MANUFACTURER ON INSTRUCTIONS, SECURE, PLUMB, LEVEL, AND SQUAR L, PANELS AND END PILASTERS. JUST HINGES TO LOCATE DOORS IN PARTIAL OPEN POSITION WHEN CEPT ADJUST HINGES TO RETURN DOORS TO CLOSED POSITION AT DESIGNED FOR USE BY PERSONS WITH DISABILITIES. 2. ANCHOR URINAL SCREEN PANELS TO WALLS WITH TWO PANEL BRACKETS. CLEANING: FIELD TOUCH -UP OF SCRATCHES AND DEFACED FINI514E5 WILL NOT BE PERMITTED; REPLACE DAMAGED, SCRATCHED AND MARRED DEFECTIVE MATERIALS WITH N UNDAMAGED MATERIALS; REMOVE PROTECTIVE MASKINGS; CLEAN SURFACES FREE OF OIL AND IMPERFECTIONS. SECTION 10500 - 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 TO PROVIDE RIGID INSTALLATION. 2. INSTALL METAL BASES, END PANELS, AND FILLER PANELS TO CLOSE OFF OPENINGS AND AS REQUIRED FOR COMPLETE INSTALLATION. SECTION 10536 - A. GENERAL: G.0 A I. SCREENS. 1514ED FINISH; STAINLESS ER PROOF TYPE; HEAVY DUTY OR SIMILAR FINISH. GRAVITY' TYPE, ADJUSTABLE FOR DOOR KEEPER WITH RUBBER BUMPER. OME PLATED COMBINATION UNIT. D BY ARCHITECT FROM NTED RUBBER BUMPER FOR OUTSWINGING DOORS PROVIDING ACCESS FOR PERSONS WITH CEMENT IN AREAS OF ATTACHED CEMENT FOR PARTITION TO BE APPLIED; TAKE SITE RES; TAKE SPECIAL NOTE NED FOR PERSONS WITH LESS REGULATIONS. COMMENDATIONS LEAVE 1/2" SPACE LATCHED, LLS MEW 5 PROJECT WNING AND FRAME I . SUBCONTRACOTR TO PROVIDE BLOCKING AS REQUIRED PER DET . SHREMSHOCK ARCHITECTS, INC. 6130 S. 5N8 ROAD WESTERVI 614- 545- € :..}....... 0 iE V1 G W O 0 p O W 7 ° b U j LAJ x v w W co U 0 W x 0 a a dr U Q.. 0 W 4 A REQUIRED BY: 1 F+ � z "' A CC _� .. w O ° ... = a p v; : c ° Q � mow- i s c» cQ7 ° a N p N p a Z� V L7 z O - p z = . z � 4 3 pz : p b W CC W W d ° C. CP DI 4 . p W � Is; La 4 y d SC W � d W aCLp C'] a E $� !(J.:11-='-'n<4.:41:6. m xaQ 0 U. 0 WF W =a� ., S O p m K Z ° = =zC� 4 W M H a z U 4 n °a oa - 7 3 W° C 7 lt C (/ 1 <r 2 U W _ D d = W 2 = W CL r racravlo * INDICATES NO REVISION TO THIS SHEET 0 REVISIONS: 4 C 0 2 p � W s a Z Q 6 O W W 0 w C: 0 O C C ¢ a o 0 I- W CI LD 4 W C a a � O 7 0 I 4 N ° = 0 p ; I a d s W < 1:2-c N 9 U q m ° f ::: � Z a z = x ° 0 v1 C7 ° O a =ma 41 0 V O Y J 0. W 8 z .T 3 �0° 10 a � � -. W W U W C = z p o w=xH IL I' V1 Q ~,1 W a °1Y' -I-44 U �, 3 V l 0 0 Z m ! 1 - F 4' ! -I__ G t 6 7- co, W 1 U C � U Ur C it v1= o W i=O a w a_ (...0 I.I.I 0 c o 0 00 U) >- 0 J a fn 2 aD irt iv CO uld W e w 0 U • ELI N =a 0_ a � 0_ W<N le o v)c W X UW v) .- i- &) v w RECEIVED JUN 06 20 DRAWING NUMBER: PERMIT CENTER (N 0 cc � rn o 0 00 CO EL 0 0 DATE 05/27/08 DATE ISSUED: 04/18/2008 DESIGNED BY: M H DRAWN BY: AMH CHECKED BY: KMM SPECIFICATIONS DIVISION 26 - ELECTRICAL SECTION 26 00 00 - BASIC ELECTRICAL REQUIREMENTS A. NOTES 1. THE ABBREVIATION ESD &C WHEREVER IT APPEARS IN THESE ELECTRICAL DRAWINGS AND /OR SPECIFICATIONS SHALL REFER TO "EXPRESS STORE DESIGN AND CONSTRUCTION ". ANY REFERENCE TO TENANT'S PROJECT MANAGER OR FURNISHED BY ANY OF THE ABOVE REFERS TO ESD &C. 2. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 26. 3. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF HIS OR HER SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTORS RESPONSIBILITY TO PROVIDE HIS OR HER SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 4. THIS ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THIS WORK TO COMPLY WITH THE ESD &C SCHEDULE AND THE PROJECT COMPLETION DATE. 5. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTORS BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF HIS OR HER WORK. 6. REFER TO RESPONSIBILITY SCHEDULE ON SHEET E02.3 OF THIS SET FOR INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. S. GENERAL REQUIREMENTS 1. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE ELECTRICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR ESD &C SHALL BE PROVIDED BY THIS CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH THE LANDLORD AND THE ESD &C PROJECT MANAGER, AS REQUIRED. 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED AND INSTALLED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH I5 NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH I5 OBVIOUSLY NECESSARY TO COMPLETE THE WORK, AND WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE FURNISHED AND INSTALLED AS PART OF CONTRACT. 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTAWNG THE SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 4. ALL WORK IN THIS SECTION SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING SERVICING, MAINTAINING AND REPAIRING. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. 5. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD CONSTRUCTION PRACTICES. 6. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW, UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS OF STATE AND LOCAL CODES, WHICHEVER IS MORE STRINGENT. 7. THIS CONTRACTOR SHALL DO ALL CUTTING, CHASING AND CHANNELING REQUIRED FOR ANY WORK UNDER THIS DIVISION. CUTTING SHALL HAVE PRIOR APPROVAL BY ESD &C PROJECT MANAGER AND THE LANDLORD. ALL PATCHING SHALL BE BY G.C. AND SHALL MATCH THE SURROUNDING SURFACES. 8. THE ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. C. TEMPORARY LIGHT AND POWER 1. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY WIRING AND RELATED GROUND FAULT INTERRUPTION PROTECTION FOR LIGHT AND POWER FOR ALL CONTRACTORS AND IS RESPONSIBLE FOR IT'S REMOVAL 2. THE GENERAL CONTRACTOR SETS UP ALL ELECTRICAL UTILITIES IN THE NAME OF ESD&C. ESD &C PAYS FOR ALL UTILITIES THROUGHOUT CONSTRUCTION. D. CODES 1. ALL WORK SHALL CONFORM TO THE LANDLORDS' CRITERIA, THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE HANGERS ARE NOT INCLUDED IN THE BID, THEY SHALL BE QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT IS AWARDED, CHANGE ORDERS FOR INCREASED COSTS DUE TO CODE ISSUES WILL NOT BE ACCEPTED BY ESD &C, UNLESS ALLOWANCES HAVE PREVIOUSLY BEEN AGREED UPON. E. LICENSES, PERMITS, INSPECTIONS & FEES 1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO HIS OR HER WORK. 2. FURNISH TO THE ESD &C'S PROJECT MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. F. TRADE NAMES, MANUFACTURERS & SHOP DRAWINGS 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY ESD &C'S PROJECT MANAGER THROUGH SHOP DRAWING SUBMITTAL PROCESS FOR ACCEPTANCE PRIOR TO INSTALLATIONS. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 2. GENERAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO ESD &C PROJECT MANAGER FOR APPROVAL SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR ESD &C PROJECT MANAGER'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF THE GENERAL CONTRACTOR AND THE SUBCONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. G. GUARANTEE 1. THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER HIS OR HER CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT HIS OR HER OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE OF THE INSTALLATION BY ESD &C'S PROJECT MANAGER (IN WRITING). EXTENDED WARRANTIES ARE AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. 2. THE EQUIPMENT MANUFACTURER SHALL GUARANTEE AND PROVIDE A 12 MONTH GUARANTEE TO ESD &C FROM THE DATE OF ACCEPTANCE. THE CONTRACTOR SHALL WARRANT THE INSTALLATION OF THIS EQUIPMENT AND WILL BE RESPONSIBLE FOR ANY DAMAGE AND /OR MALFUNCTION CAUSED BY THE INSTALLATION. THIS CONTRACTOR SHALL NOT BEAR ADDITIONAL WARRANTIES BEYOND A COMPLETE WORKING SYSTEM. H. RECORD DRAWINGS 1. THIS CONTRACTOR SHALL MAINTAIN ONE SET OF DRAWINGS ON THE JOB SITE UPDATED WEEKLY TO RECORD ALL DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: a . b. c. K. DEMOLITION L. SLEEVES LOCATION OF CONCEALED PULLBOXES. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THIS CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. FAILURE TO KEEP THESE RECORDS WILL ALLOW ESD &C TO DIRECT THE GENERAL CONTRACTOR TO PROVIDE THESE RECORDS AT HIS OR HER EXPENSE PRIOR TO FINAL PAYMENT. 1. DISCREPANCIES IN DOCUMENTS 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE ELECTRICAL SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, ADVISE THE GENERAL CONTRACTOR IN WRITING, PRIOR TO SUBMITTAL OF BID. THE GENERAL CONTRACTOR IS RESPONSIBLE TO ADVISE ESD &C'S PROJECT MANAGER, IN WRITING, OF VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, ESD &C PROJECT MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. J. PHASING REQUIREMENTS 1. THIS CONTRACTOR 15 TO INCLUDE IN HIS OR HER BID ALL NECESSARY SERVICE REQUIRED TO KEEP THE OPERATING PHASE OF THE STORE'S HVAC, ELECTRICAL, PLUMBING AND SPRINKLER SERVICE IN OPERATION. CONTRACTOR SHALL SCHEDULE IN WRITING WITH ESD &C'S PROJECT MANAGER AND THE LANDLORD ONE WEEK PRIOR TO ANY SHUT DOWN OF THE HVAC, PLUMBING OR FIRE PROTECTION SYSTEMS. 1. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED BY THE GENERAL CONTRACTOR. COORDINATE WITH THE GENERAL CONTRACTOR ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT. 2. THIS CONTRACTOR SHALL INCLUDE, AND WILL BE HELD RESPONSIBLE FOR THE REMOVAL OF ALL EXISTING CONDUIT, FIRE ALARM SYSTEM, SWITCH GEAR, PITCH POCKETS AND EQUIPMENT ETC.. UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR SHALL VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, CONDUIT AND SWITCH GEAR PRIOR TO REMOVAL PITCH POCKETS SHALL BE REMOVED AND THE ROOF PATCHED, AS REQUIRED BY THE LANDLORD. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK SHALL BE REMOVED AND ROOF/WALL/FLOOR PATCHED /REPAIRED TO LIKE NEW CONDITION. EXISTING ABANDONED CONDUIT OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE, ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR CODES, ABANDONED CONDUIT SHALL BE REMOVED TO POINT OF ORIGINATION. CONFIRM EXTENT OF DEMOLITION PRIOR TO BID AND INCLUDE IN PROPOSAL 3. ALL UNUSED COMMUNICATION, DATA, AND LOW VOLTAGE CABLING IS TO BE REMOVED IN ACCORDANCE WITH N.E.C. 725.(3)B AND 760.3(A). 1. THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2 ABOVE THE FLOOR. CONTRACTOR SHALL COORDINATE THROUGH THE LANDLORD ANY CORE DRIWNG OR CUTTING OF OPENINGS IN MASONRY FLOORS OR WALLS. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND /OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, 50 AS TO RETAIN THEIR FIRE RATING. 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. M. HANGERS 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C- CLAMPS WITH RETAINING CUPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING. HANGING FROM METAL DECK IS NOT PERMITTED. HANGERS SHALL BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR, AND IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR SHALL INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER EQUIPMENT. HANGER TYPES AND INSTALLATION METHODS ARE ALSO SUBJECT TO LANDLORD CRITERIA. 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI- ELECTRICALLY SEPARATED. N. FINAL ELECTRICAL INSPECTIONS 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, ESD &C MAY HAVE AN INDEPENDENT ELECTRICAL CONTRACTOR INSPECT THE FINISHED ELECTRICAL INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODES. THE INSTAWNG CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE INDEPENDENT ELECTRICAL CONTRACTOR UP TO PLANS AND SPECIFICATION REQUIREMENTS. O. SCOPE OF WORK 1. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, AND FACIUTIES NECESSARY FOR, REASONABLY IMPUED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE ELECTRICAL SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: a. A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM INCLUDING THE INSTALLATION OF ESD &C FURNISHED POWER DISTRIBUTION SYSTEM UNIT, SAFETY SWITCHES, DISCONNECT SWITCHES AND MOTOR STARTERS (SOMETIMES FURNISHED AND INSTALLED BY CONTRACTOR), AND LIGHTING. IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO INCLUDE IN HIS OR HER BID FOR PROVIDING SERVICE EQUIPMENT NECESSARY FOR TIE -IN TO LANDLORD'S DISTRIBUTION EQUIPMENT OR TO OBTAIN SERVICE FROM LOCAL UTILITY COMPANY. REFER TO ELECTRICAL RESPONSIBIUTY SCHEDULE AND ELECTRICAL POWER RISER DIAGRAM FOR ADDITIONAL INFORMATION. I FO M N R A b. CONTRACTOR SHALL INCLUDE IN BID ALL NECESSARY MATERIALS REQUIRED TO COMPLETE THE SYSTEM INCLUDING, BUT NOT LIMITED TO, FEEDERS, BRANCH CIRCUITS, JUNCTION BOXES, OUTLET BOXES, WIRING DEVICES, COVERPLATES, CONDUITS, MOTOR STARTERS, DISCONNECTS, ETC. 0. METERING AND CURRENT TRANSFORMERS AS REQUIRED BY DRAWINGS, ESD &C, UTILITY COMPANY, AND /OR LANDLORD. d. THE WIRING OF MECHANICAL EQUIPMENT AS OUTLINED ON THE BID SET DRAWINGS AND IN THE SPECIFICATIONS. WORK SHALL INCLUDE WIRING OF ALL STARTERS, DISCONNECTS, AND POWER WIRING OF MECHANICAL EQUIPMENT EXCEPT AS SPECIFICALLY NOTED OTHERWISE. ALL LOW VOLTAGE (24 VOLT) EMS TEMPERATURE CONTROL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR UNLESS NOTED SPECIFICALLY ON DRAWING. e. INSTALLATION OF LIGHT FIXTURES AND LAMPS AS SHOWN ON THE DRAWINGS INCLUDING ALL DEVICES, EQUIPMENT, ETC. REQUIRED FOR MOUNTING. f. A COMPLETE CONDUIT SYSTEM FOR TELEPHONE /DATA INCLUDING BRANCH CONDUITS, OUTLET BOXES, PULL WIRES, GROUND CONDUCTORS, COVER PLATES, ETC. OR AS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. A COMPLETE EMERGENCY AND EXIT LIGHTING SYSTEM AS SHOWN ON THE DRAWINGS. h. TEMPORARY SERVICE AS INDICATED IN THE SPECIFICATIONS, INCLUDING IT'S REMOVAL. i. FINAL CONNECTIONS TO ALL SIGNS, CORNICE LIGHTING, CASE LIGHTING, ETC. AS SHOWN ON DRAWINGS. j. IF INDICATED ON DRAWINGS, INSTALLATION AND WIRING OF SPEAKERS, AMPLIFIERS, CONDUIT AND FINAL CONNECTIONS FOR SOUND SYSTEM AS SHOWN. k. SMOKE /FIRE ALARM WIRING, DEVICES AND CONDUIT, AS SHOWN OR DESCRIBED ON DRAWINGS OR AS NECESSARY TO MEET LANDLORD, STATE, LOCAL INSURANCE AND FIRE DEPARTMENT REQUIREMENTS. I. INSTALLATION OF CONDUITS STUBBED TO ABOVE CEILING FOR HVAC. ALSO ANY ADDITIONAL CONDUIT FOR HVAC CONTROL EQUIPMENT WHERE PLENUM RATED CABLES ARE NOT PERMITTED. m. BALANCING LOADS. n. AS- BUILTS, PANEL DESCRIPTION AND CIRCUIT BREAKER SPECIFIC LABELING. 9. 2. WORK NOT INCLUDED THE FOLLOWING ITEMS OF ELECTRICAL CONSTRUCTION ARE NOT INCLUDED IN THIS CONTRACT: a. TELEPHONE INSTRUMENTS AND WIRING UNLESS NOTED OTHERWISE. b. DATA CABLE WIRING UNLESS NOTED OTHERWISE. 3. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, FIRE PROTECTION, MECHANICAL AND PLUMBING PLANS, SHOP DRAWINGS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE ELECTRICAL SYSTEM, MATERIALS AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. P. CLEANING 1. AT THE END OF THE PROJECT, THIS CONTRACTOR SHALL CLEAN ALL EQUIPMENT, INCLUDING LIGHT FIXTURES, TO THE SATISFACTION OF ESD &C. ALL DUST, DIRT, DEBRIS, AND FOREIGN MATTER SHALL BE REMOVED FROM ALL EQUIPMENT. END OF SECTION 26 00 00 SECTION 26 01 26 - MAINTENANCE TESTING OF ELECTRICAL SYSTEMS 1. ALL CONNECTIONS AT PANELS, LIGHTING CONTACTORS AND SWITCHES ARE TO BE MADE, ALL SPLICES COMPLETE, ALL FUSES IN PLACE, AND ALL CIRCUITS CONTINUOUS FROM POINT OF SERVICE CONNECTION TO ITS FINAL DESTINATION, AND ALL COVERS AND PLATES INSTALLED PRIOR TO THE TIME OF FINAL INSPECTION BY ESD &C'S PROJECT MANAGER. 2. UPON COMPLETION OF THE WORK, ALL PARTS OF THE ELECTRICAL INSTALLATION SHALL BE TESTED AND PROVED FREE OF UNWANTED GROUNDS AND OTHER DEFECTS. 3. ALL OVERLOAD DEVICES, INCLUDING EQUIPMENT FURNISHED UNDER OTHER CONTRACTS, SHALL BE SET AND ADJUSTED TO SUIT THE LOAD CONDITIONS. 4. TEST AND MAKE CORRECTIONS /ADJUSTMENTS FOR PHASE BALANCING. 5. THIS CONTRACTOR IS TO BALANCE THE VOLTAGE LEAVING THE STEP -DOWN TRANSFORMER TO PROVIDE A SECONDARY VOLTAGE OF 120 MINIMUM TO 125 VOLTS MAXIMUM BY ADJUSTING THE TRANSFORMER TAPS ONCE ALL THE FINAL CONNECTIONS HAVE BEEN MADE TO THE LOW VOLTAGE PANELBOARD. INCLUDE FINAL BALANCE REPORT WITH AS -BUILT DRAWINGS. END OF SECTION 26 01 26 SECTION 26 05 19 - ELECTRICAL POWER CONDUCTORS AND CABLES 1. CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS SHALL BE COPPER AND THE AWG SIZE AND TYPE AS SHOWN ON DRAWINGS. MINIMUM WIRE SIZE SHALL BE #12 AND THE CONDUCTORS SHALL BE 600 VOLT INSULATION TYPE THW, THWN OR THHN. 2. MINIMUM WIRE SIZE - 20 AMP BRANCH CIRCUIT SHALL BE AWG LISTED SIZE PER DISTANCE SHOWN BELOW. DISTANCE SHALL BE MEASURED FROM THE PANELBOARD CIRCUIT BREAKER TO THE FARTHEST OUTLET. a. #12 LESS THAN 100 FEET b. #10 BETWEEN 100 - 150 FEET c. #8 BETWEEN 150 -- 250 FEET d. #6 OVER 250 FEET 3. ON ALL 20 AMP BRANCH CIRCUITS, CONDUCTORS LARGER THAN #10 AWG SHALL BE REDUCED TO #10 AWG WITHIN 10 FEET OF PANELBOARD AND DEVICE IN JUNCTION BOXES ON RATED TERMINAL STRIPS. 4. CONDUCTORS MAY BE STRANDED FOR SIZES #10 AWG AND LARGER. CONDUCTORS SIZE #12 SHALL BE SOLID. 5. ALUMINUM CONDUCTORS ARE NOT PERMITTED, EXCEPT AT SERVICE ENTRANCE, WHERE REQUIRED BY LANDLORD. CONDUCTOR CONNECTION SHALL BE PER MANUFACTURER'S REQUIREMENTS. CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM GENERAL CONTRACTOR AND ESD &C'S PROJECT MANAGER WHEN USED. 6. ALL WIRING SHALL BE IN CONDUIT, UNLESS SPECIFICALLY NOTED OTHERWISE (IE. LOW VOLTAGE PLENUM RATED WIRE). 7. THE USE OF ROMEX OR BX CABLE IS NOT PERMITTED. 8. WIRE CONNECTORS SHALL BE EQUAL TO "SCOTCH LOCK" FOR #8 AWG WIRE AND SMALLER AND EQUAL TO T & B "LOCKTIGHT" FOR #6 AWG AND LARGER. 9. NO OTHER CIRCUITS ARE TO BE RUN IN SAME CONDUIT FEEDING ISOLATED GROUND RECEPTACLES. END OF SECTION 26 05 19 SECTION 25 05 23 - CONTROL VOLTAGE ELECTRICAL POWER CABLES 1. FURNISH AND INSTALL A SYSTEM OF CONDUIT RACEWAYS, OUTLET BOXES AND PULL WIRES AS SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED ON PLANS. TELEPHONE SWITCHING APPARATUS, CONDUCTORS, INSTRUMENTS, MISCELLANEOUS EQUIPMENT AND APPURTENANCES ARE NOT PART OF THIS CONTRACT AND WILL BE PROVIDED AND INSTALLED BY ESD &C. 2. OUTLET BOXES TO BE 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. 3. CONDUIT RUNS FROM IFS ENCLOSURE OR MANAGER'S OFFICE FOR TELEPHONE AND DATA LINES TO CASHWRAPS ARE TO BE CONTINUOUS WITH NO JUNCTION BOXES EXCEPT AS NOTED OTHERWISE ON DRAWINGS. 4. ALL PULL WIRES ARE TO BE LABELED FOR PURPOSE DESIGNATED. 5. NO OTHER CIRCUITS ARE TO BE RUN IN SAME CONDUIT FEEDING ISOLATED GROUND RECEPTACLES. 6. ELECTRICAL CONTRACTOR SHALL REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL ELECTRICAL WORK TO BE INCLUDED IN HIS OR HER BID. 7. ELECTRICAL CONTRACTOR SHALL DO ALL POWER WIRINGS, UNE VOLTAGE WIRINGS, AND LINE VOLTAGE CONTROL WIRING INDICATED UNDER THE HEATING, VENTILATION AND AIR CONDITIONING, PLUMBING AND FIRE PROTECTION SPECIFICATIONS AND DRAWINGS. THIS CONTRACTOR SHALL ALSO DO ALL INTERCONNECTING LINE VOLTAGE WIRINGS BETWEEN RELAYS AND SWITCHES AS REQUIRED. 8. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTAWNG CONDUIT FOR HVAC CONTROL WIRING WHERE REQUIRED BY CODE OR SHOWN ON PRINTS TO BE IN CONDUIT. REFER TO PLANS FOR REQUIREMENTS AND SIZE. 9. FIRE AND /OR SMOKE DAMPERS SHALL BE WIRED BY ELECTRICAL CONTRACTOR. COORDINATE WITH HVAC CONTRACTOR FOR POWER REQUIREMENTS. 10. REFER TO MECHANICAL DRAWINGS FOR AVAILABLE SCHEMATIC WIRING DIAGRAMS OF EQUIPMENT. END OF SECTION 26 05 23 SECTION 26 05 26 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 1. FURNISH AND INSTALL COMPLETE WIRED GROUNDING CONDUCTOR SYSTEM, 112 AWG MINIMUM, SIZED AND INSTALLED IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE, STATE AND LOCAL CODES, THE LANDLORD'S TENANT CRITERIA, AS NOTED IN THE SPECIFICATIONS, AND AS INDICATED ON THE DRAWINGS. 2. ALL CONDUITS, INCLUDING FLEXIBLE METAL CONDUIT, SHALL BE GROUNDED WITH A GREEN GROUNDING CONDUCTOR. 3. GROUNDING CONNECTIONS MADE TO THE WATER PIPING SYSTEM SHALL BE COORDINATED WITH THE PLUMBING CONTRACTOR AND A BONDING JUMPER INSTALLED AROUND WATER METER PER CODES AND AS INDICATED ON DRAWINGS. 4. ALL DEVICES SHALL BE BONDED TO THE CONDUIT SYSTEM. USE A BONDING JUMPER BETWEEN THE OUTLET BOX AND THE DEVICE GROUNDING TERMINAL METAL -TO -METAL CONTACT BETWEEN THE DEVICE YOKE AND THE OUTLET BOX IS NOT ACCEPTABLE AS A BOND FOR EITHER SURFACE MOUNTED BOXES OR FLUSH TYPE BOXES. ALL JUNCTION BOXES, OUTLET BOXES, AND PULL BOXES SHALL BE BONDED TO THE CONDUIT SYSTEM. 5. RUN A SEPARATE ISOLATED GROUNDING CONDUCTOR, #12 AWG MINIMUM, IN EACH CONDUIT FEEDING THE CASHWRAP, THE SENSORMATIC AND OTHER COMPUTERIZED EQUIPMENT AS SHOWN ON DRAWINGS. 6. ALL ENCLOSURES AND NON- CURRENT CARRYING METAL PARTS ARE TO BE GROUNDED. CONDUIT SYSTEM I5 TO BE ELECTRICALLY CONTINUOUS. ALL LOCKNUTS SHALL CUT THROUGH ENAMELED OR PAINTED SURFACES ON ENCLOSURES. WHERE ENCLOSURES AND NON- CURRENT CARRYING METAL PARTS ARE ISOLATED FROM THE CONDUIT SYSTEM, USE BONDING JUMPERS WITH APPROVED CLAMPS. AU. GROUND CLAMPS SHALL BE "PENN - UNION" OR EQUAL, SIMILAR TO "GPL" TYPE. END OF SECTION 26 05 26 SECTION 26 05 33 - RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 1. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUITS SERVING ALL EQUIPMENT, INCLUDING BUT NOT LIMITED TO, LIGHTING, TELEPHONE, DATA, SPEAKERS, SECURITY, PAGER, HEATING, AIR CONDITIONING, PLUMBING EQUIPMENT, , TRAFFIC COUNTING SYSTEM AND ELECTRICAL EQUIPMENT. 2. ALL CONDUITS SHALL BE GALVANIZED IMC OR EMT UNLESS OTHERWISE SPECIFIED IN SPECIFICATIONS OR ON DRAWINGS. ALL CONDUIT IS TO BE UL LABELED. EMT CONNECTORS SHALL BE STEEL COMPRESSION OR SET SCREW TYPE. CONDUIT UNDER SLAB ON GRADE SHALL BE RIGID STEEL, OR SCHEDULE 40 PVC WITH RIGID STEEL ELLS WHERE PERMITTED BY LANDLORD OR CODE. 3. MINIMUM SIZE OF CONDUIT SHALL BE: a. MAIN FEEDER CONDUIT TO 2" OR LARGER FOR ALL APPLICATIONS. b. 1/2" MINIMUM FOR ALL LOCATIONS (IF ACCEPTABLE BY THE LANDLORD AND LOCAL CODE OFFICIALS), UNLESS NOTED OTHERWISE IN PLANS, SPECIFICATIONS, OR DRAWINGS. c. IF HVAC CONTROL WIRING IS REQUIRED TO BE RUN IN CONDUIT, IT SHALL BE A MINIMUM OF 3/4 ", UNLESS NOTED OTHERWISE ON DRAWINGS. d. ALL IN /UNDER FLOOR CONDUIT SHALL BE OF MINIMUM 3/4" SIZE. e. ALL FIRE ALARM CONDUIT SHALL BE OF MINIMUM 3/4" SIZE. 4. SUPPORT ALL CONDUIT, INCLUDING SEISMIC AND SWAY BRACING, IN ACCORDANCE WITH THE NEC AND LOCAL CODES. 5. GENERALLY, ALL CONDUIT SHALL BE CONCEALED EXCEPT FOR UNFINISHED AREAS, SUCH AS EQUIPMENT ROOMS. EXPOSED CONDUIT SHALL BE ALLOWED ONLY AS NOTED ON PLAN AND AS APPROVED BY ESD &C'S PROJECT MANAGER. PAINTING OF CONDUITS, NOTED ON DRAWINGS OR SPECIFICATIONS WILL BE BY GENERAL CONTRACTOR. 6. FLEXIBLE METAL CONDUIT OR MC TYPE CABLE a. FLEXIBLE METAL CONDUIT OR MC TYPE CABLE SHALL BE USED FOR THE FOLLOWING APPLICATIONS ONLY: I. FINAL CONNECTIONS TO MOTORS. II. FINAL CONNECTIONS INTO AND OUT OF THE TRANSFORMER. III. FINAL CONNECTIONS TO VIBRATING EQUIPMENT. IV. INTER - CONNECTIONS BETWEEN ALL RECESSED LIGHT FIXTURES AND JUNCTION BOXES. V. FINAL CONNECTIONS WHERE RIGID CONDUIT IS NOT PRACTICAL. VI. IN WALLS (FOR LIGHT SWITCHES AND 120 VOLT POWER RECEPTACLES AND HVAC CONTROL EQUIPMENT). b. FLEXIBLE METAL CONDUIT SHALL BE THE SAME SIZE AS THE IMC OR EMT CONDUIT TO WHICH IT IS CONNECTED. BOTH THE FLEXIBLE METAL CONDUIT AND IT'S FITTINGS ARE TO BE LISTED FOR GROUNDING. A GREEN GROUNDING CONDUCTOR SHALL BE INSTALLED. ALL CONNECTORS ARE TO BE OF A NEMA APPROVED TYPE. c. LENGTH OF FLEXIBLE METAL CONDUIT 15 NOT TO EXCEED 6' -0 ". d. THE USE OF ROMEX OR BX CABLE I5 NOT PERMITTED. e. CONNECTION TO ANY OUTDOOR EQUIPMENT SHALL BE MADE WITH UQUIDTIGHT FLEXIBLE METAL CONDUIT. 7. PROVIDE PULL-WIRE IN ALL EMPTY CONDUITS EXCEPT AS NOTED OTHERWISE ON DRAWINGS. 8. HOME RUNS AND MAIN CONDUIT RUNS ARE TO BE HELD TIGHT TO STRUCTURE ABOVE OR AS REQUIRED TO ALLOW PROPER SERVICE ACCESS AND OTHER TRADES WORK. CONDUIT SHALL BE TRAPEZED TO ALLOW 3 FEET MINIMUM CLEARANCE ABOVE CEILING. 9. ALL CONDUITS SHALL BE SIZED PER NEC AND LOCAL CODES. 10. All SENSORMATIC WIRING SHALL BE PLACED IN EMT, IMC, OR RMC CONDUIT. PVC IS NOT ALLOWED. 11. ALL OUTLET BOXES SHALL BE GALVANIZED PRESSED STEEL OF THE STANDARD KNOCKOUT TYPE. NO ROUND OUTLET BOXES SHALL BE PERMITTED UNLESS INDICATED AND FOR LIGHTING THAT REQUIRE SUCH CONFIGURATION. CONCEALED BOXES SHALL NOT BE LESS THAN 4" SQUARE AND 1 -1/2" DEEP, WITH PLASTER RINGS. 12. ALL KNOCKOUT BOXES, UPON WHICH LIGHTING FIXTURES ARE TO BE INSTALLED, SHALL BE EQUIPPED WITH 3/8" FIXTURE STUDS. 13. EXTERIOR BOXES SHALL BE CAST RUST - RESISTING METAL WITH GASKETED COVERS. 14. INSTALL BOXES RIGIDLY FROM BUILDING STRUCTURE AND SUPPORT INDEPENDENTLY OF THE CONDUIT SYSTEM. ALSO PROVIDE SUITABLE BOX EXTENSIONS TO EXTEND BOXES TO FINISHED FACES OF FLOORS, CEILINGS, WALLS ETC. ALL OUTLET BOXES TO BE PROVIDED WITH CADDY "QUICK -MOUNT BOX SUPPORT" TO MINIMIZE THE DEFLECTION THAT OCCURS WHEN PLUGGING /UNPLUGGING INTO THESE DEVICES. 15. UNLESS OTHERWISE NOTED ON DRAWINGS OR OTHERWISE REQUIRED BY THE NATIONAL ELECTRICAL CODE, HANDICAP CODES OR LOCAL CODES, OUTLET HEIGHTS SHALL BE AS FOLLOWS: a. SWITCH HEIGHT 48" FROM FINISHED FLOOR TO CENTERLINE OF OUTLET. b. CONVENIENCE OUTLETS: I. SALES AREAS: MOUNTED ON THE WALL 15" AFF UNLESS INDICATED OR HORIZONTALLY MOUNTED IN BASEBOARD BENEATH CABINETS, AS SHOWN ON DRAWINGS, OR AS REQUIRED BY LOCAL CODES. SEE DRAWINGS. II. NON -SALES AREA: 15 FROM FINISHED FLOOR TO CENTERUNE OF OUTLET. c. TELEPHONE OUTLETS SHALL BE LOCATED AS NOTED ON DRAWINGS. 16. THE PLANS INDICATE ONLY SCHEMATIC ROUTINGS FOR CONDUIT RUNS. THIS CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL BOXES WHERE REQUIRED BY FIELD CONDITIONS OR BY CODE. 17. BOXES AND COVERS SHALL BE GALVANIZED STEEL OF CODE GAUGE SIZE 18. ARRANGE CIRCUITS TO AVOID THE USE OF JUNCTION BOXES IN INACCESSIBLE LOCATIONS. THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILINGS SHOULD BE LIMITED TO LOCATIONS NEAR ACCESS FRAMES USED FOR DIFFUSERS AND RETURN AIR GRILLES OR ACCESS PANELS AS LOCATED ON PLANS. END OF SECTION 26 05 33 SECTION 26 05 53 - IDENTIFICATION FOR ELECTRICAL SYSTEMS 1. ALL WIRING SHALL BE COLOR -CODED AS FOLLOWS: 120/208 VOLT SYSTEM NEUTRAL - WHITE PHASE A DR L1 - BLACK PHASE B OR 1.2 - RED PHASE C OR L3 - BLUE GROUND - GREEN ISOLATED GROUND - GREEN WITH YELLOW TRACER 2. JUNCTION AND PULL BOXES SHALL BE LABELED WITH CIRCUIT NUMBER IDENTIFICATION AND SYSTEM TYPE ON COVER. END OF SECTION 26 05 53 SECTION 26 09 23 - LIGHTING CONTROL EQUIPMENT 1. LIGHTING CONTROL PANEL WILL BE PROVIDED BY ESD&C THROUGH CONTROL MANUFACTURER, MOUNTED IN IFS PANEL WITH CONDUIT, INSTALLED BY THE ELECTRICAL CONTRACTOR. THE CONTROL PANEL SHALL BE PROGRAMMED AND COMPLETE WHEN SHIPPED TO THE JOB SITE. THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE TO PULL ALL WIRES AS DETAILED ON THESE DRAWINGS AND CIRCUITED EXACTLY AS DIAGRAMMED ON THE ELECTRICAL PLAN DRAWINGS. NO VARIATIONS TO THE CIRCUITING ARE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY ESD &C'S PROJECT MANAGER. END OF SECTION 26 09 23 SECTION 26 22 13 - DRY TYPE TRANSFORMERS 277/480 VOLT SYSTEM NEUTRAL - GRAY PHASE A OR L1 - BROWN PHASE B OR L2 - ORANGE PHASE C OR L3 - YELLOW GROUND - GREEN 1. TRANSFORMERS ARE GENERALLY INCLUDED IN THE IFS SWITCHGEAR. IF NOT, TRANSFORMER SHALL BE PAD MOUNTED OR SHALL BE SECURELY MOUNTED FROM THE BUILDING STRUCTURE, REINFORCED WALLS OR AS NOTED ON DRAWINGS. USE ADDITIONAL VIBRATION ISOLATORS AT POINTS OF MOUNTING TO CUT VIBRATION NOISES. USE FLEXIBLE METALLIC CONDUIT WITH GROUNDING BUSHING FOR PRIMARY AND SECONDARY CONNECTIONS TO TRANSFORMER. TRANSFORMERS SHALL BE LOCATED, SET, MOUNTED AND CONNECTED IN SUCH A MANNER AS TO KEEP NOISE LEVELS WITHIN THE SURROUNDING AMBIENT NOISE LEVELS AND MAINTAIN ALL CODE REQUIRED CLEARANCES. 2. TRANSFORMER SHALL BE QUIET TYPE CONSTRUCTION AND HAVE SIX (6) 2 -1/2% TAPS, TWO (2) TAPS ABOVE AND FOUR (4) TAPS BELOW NORMAL PRIMARY RATING. END OF SECTION 26 22 13 SECTION 26 24 16 - PANELBOARDS 1. ALL PANELBOARDS SHALL BE FACTORY ASSEMBLED OF THE BOLTED CIRCUIT BREAKER TYPE WITH SOLID COPPER BUSSING, FULL SIZED COPPER NEUTRAL, 100% GROUND BUSHING, AND OVERALL HINGED /LOCKABLE DOOR. ALL CIRCUIT BREAKERS SHALL BE OF THE QUICK -MAKE AND QUICK -BREAK DESIGN, THERMAL - MAGNETIC TYPE, TRIP FREE AND TRIP - INDICATING. ALL PANELS SHALL BE DEAD FRONT AND FLUSH OR SURFACE MOUNTED AS SHOWN. 2. CONTRACTOR SHALL FURNISH AND INSTALL A TYPEWRITTEN DIRECTORY CARD OF THE CIRCUITS AND PLACE IN PANEL DOOR. THE DIRECTORY SHALL IDENTIFY THE SPECIFIC ROOM LOCATION FOR EACH CIRCUIT. 3. ALL PANELBOARDS PHASE AMPERAGE SHALL BE BALANCED TO WITHIN 7 PERCENT MAX. TO MIN. REARRANGE NON- LIGHTING BRANCH CIRCUITS AS REQUIRED AND NOTE CHANGES ON RECORD DRAWINGS. LIGHTING PANEL CIRCUIT BREAKERS SHALL BE INSTALLED AND WIRED EXACTLY AS SHOWN ON DRAWINGS. 4. IF LOOSE PANELBOARDS ARE USED, PANELBOARDS SHALL BE MOUNTED ON MINIMUM 3/4" A/D PLYWOOD AND PAINTED IN A COLOR TO MATCH THE SURROUNDING WALLS OR A COLOR AS REQUIRED BY LOCAL CODE. PLYWOOD SHALL EXTEND 1 FOOT MINIMUM BEYOND EDGE OF EQUIPMENT. 5. PANELBOARDS SHALL HAVE A MINIMUM SHORT CIRCUIT CURRENT RATING AND LUG CONNECTIONS AS FOLLOWS: 120/208 VOLT PANELBOARDS: 10,000 A.I.C. 277/480 VOLT PANELBOARDS: 14,000 A.I.C. VERIFY ACTUAL A.I.C. SHORT CIRCUIT CURRENT REQUIREMENTS WITH THE LANDLORD OR UTILITY COMPANY AND VERIFY SWITCHGEAR COMPLIANCE PRIOR TO INSTAWNG EQUIPMENT. ALL LUG CONNECTIONS TO BE 75'C RATED. 6. IFS ENCLOSURE FURNISHED BY ESD &C AND INSTALLED BY ELECTRICAL CONTRACTOR IS HEREIN DESCRIBED: a. UNIT WILL BE SHIPPED TO THE PROJECT IN MULTIPLE SECTIONS AND THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR OFF- LOADING OF EQUIPMENT, INSPECTION OF EQUIPMENT FOR DAMAGES, VERIFICATION OF EQUIPMENT RECEIVED, ENSURING THAT THE EQUIPMENT RECEIVED IS COMPLETE AND MEETS THE SCHEDULED PANELS FOR THE PROJECT, MOVING AND MOUNTING OF SECTIONS AS WELL AS REASSEMBLING OF SAME INTO ONE COMPLETE UNIT PER MANUFACTURER'S REQUIREMENTS. b. ELECTRICAL CONTRACTOR I5 TO CONNECT ALL PROVIDED INTERCONNECTING CABLES BETWEEN SECTIONS AND TORQUE CONNECTIONS PER MANUFACTURER'S REQUIREMENTS. CONTRACTOR I5 TO ANCHOR PANEL SYSTEM IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND LOCAL CODES IN SEISMIC ZONES. c. ELECTRICAL CONTRACTOR IS TO CONNECT LIGHTING BRANCH CIRCUITS TO APPROPRIATE LOAD TERMINALS PROVIDED WITHIN IFS ENCLOSURE PER LIGHTING ZONES INDICATED IN THE PANEL SCHEDULE (I.E: ZONE A, B, C, OR 0). LINE SIDE WIRING AND LIGHTING CONTROL WIRING WILL BE PREWIRED BY MANUFACTURER AT FACTORY. COORDINATE EXACT TERMINAL NUMBER FOR EACH CIRCUIT CONNECTION WITH MANUFACTURER'S DRAWINGS. d. ALL LIGHTING, RECEPTACLE AND MISCELLANEOUS BRANCH CIRCUITS NOT SPECIFIED AS BEING CONTROLLED, ARE TO BE WIRED DIRECTLY TO THE CORRESPONDING BRANCH BREAKER IN THE DESIGNATED PANEL e. ALL CONNECTIONS WITHIN THE TELEPHONE /DATA SECTION AND HVAC CONTROL SECTION OF THE IFS ENCLOSURE ARE TO BE PERFORMED BY OTHERS. f. ELECTRICAL CONTRACTOR WILL ONLY BE RESPONSIBLE FOR INSTALLATION OF THE CONDUIT SYSTEM INTO THE LOW VOLTAGE SECTION OF THE IFS PANEL END OF SECTION 26 24 16 SECTION 26 27 26 - WIRING DEVICES 1. THIS CONTRACTOR SHALL FURNISH AND INSTALL SWITCHES AND RECEPTACLES, UNLESS NOTED OTHERWISE, AS NECESSARY FOR A COMPLETE INSTALLATION. COLOR OF DEVICES AND PLATES SHALL BE SELECTED BY ESD &C. THE DEVICES SHALL BE OF THE TYPES AND RATINGS LISTED, OR EQUALS BY ARROW -HART, HUBBELL OR PASS & SEYMOUR. WEATHERPROOF GFI RECEPTACLES SHALL BE INSTALLED WHERE SHOWN ON DRAWINGS OR AS REQUIRED BY CODE. SINGLE POLE TOGGLE SWITCHES: 20 AMP,120 -277V: PASS & SEYMOUR "PS2OAC1 -W" THREE WAY SWITCHES: 20 AMP, 120 -277V: PASS & SEYMOUR "PS20AC3 -W" DUPLEX RECEPTACLES: 20 AMP, 125V: PASS & SEYMOUR "BR2OW" ISOLATED GROUND RECEPTACLES: 20 AMP, 125V: PASS & SEYMOUR "IG6300W" GROUND FAULT CIRCUIT INTERRUPTING RECEPTACLES: 20 AMP, 125V: PASS & SEYMOUR "2094 -W" 2. ALL DEVICE COVERPLATES SHALL BE PASS AND SEYMOUR SERIES "TP" OR EQUAL. END OF SECTION 26 27 26 SECTION 26 28 16 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS 1. SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE, QUICK -MAKE, QUICK -BREAK FUSED OR NON- FUSIBLE WITH RATINGS AND SIZES AS NOTED ON PLANS AND REQUIRED BY CODES. 2. SWITCHES SHALL BE WEATHERPROOF IN OUTDOOR LOCATIONS OR AS REQUIRED BY LOCAL CODES. 3. AT SERVICE ENTRANCE, DISCONNECT SHALL BEAR THE MANUFACTURER'S LABEL INDICATING THE EQUIPMENT IS UL RATED FOR APPUCATION IN ACCORDANCE WITH ALL CODES. 4. CUTLER HAMMER OR EQUAL MANUAL MOTOR STARTERS, LESS OVERLOAD PROTECTION HEATERS, ARE TO BE USED AS A DISCONNECTING MEANS ONLY WHERE INDICATED ON DRAWINGS FOR MOTORS ABOVE 1 1/2 HP AT 120 VOLTS AND 2 HP AT 240 VOLTS THAT DO NOT REQUIRE AUXILIARY CONTROL MOTORS THAT ARE BELOW THE 1 1/2 HP AT 120 VOLTS, 2 HP AT 240 VOLTS, WATER HEATER AND ROWNG GRILLE ARE TO BE PROVIDED WITH HUBBELL "HBL -1221, OR 1222" AC SWITCH. 5. MAGNETIC MOTOR STARTERS SHALL BE PROVIDED WITH RESET TYPE OVERLOADS THAT CLOSELY MATCH MOTOR NAMEPLATE RATING AND SHALL BE ELECTRICALLY HELD (MINIMUM SIZE #1 IN A NEMA 1 ENCLOSURE) AND BE USED FOR ALL SINGLE PHASE AND THREE PHASE MOTORS RATED ABOVE 1/2 HP THAT REQUIRE AUXILIARY CONTROL PROVIDE CONTROL DEVICES (AUXILIARY CONTACTS, TRANSFORMERS, H -O -A, ETC.) IN STARTERS AS REQUIRED FOR INTERLOCKS. COORDINATE ALL CONTROL DEVICES WITH MECHANICAL CONTRACTOR. COMBINATION STARTER /DISCONNECT SWITCHES SHALL CONTAIN FUSIBLE SWITCHES AND ONLY USED WHERE INDICATED ON DRAWINGS. END OF SECTION 26 28 16 SECTION 26 51 00 - INTERIOR LIGHTING 1. THIS CONTRACTOR SHALL INSTALL ALL UGHTING FIXTURES AND LAMPS AS SHOWN ON THE FIXTURE SCHEDULE. UGHTING FIXTURES AND LAMPS ARE SUPPLIED BY ESD &C, UNLESS NOTED OTHERWISE. CONTRACTOR IS TO REPLACE ALL NON- WORKING LAMPS PRIOR TO MERCHANDISE DATE AND IS TO INCLUDE COST IN BID. 2. ALL RECESSED INCANDESCENT FIXTURES SHALL BE PROVIDED WITH APPLICABLE THERMAL PROTECTION. 3. WHERE FLUORESCENT FIXTURES ARE SPECIFIED, THEY SHALL BE PROVIDED WITH HIGH POWER FACTOR RAPID START BALLASTS, U.L. LISTED, C.B.M. CERTIFIED, AND E.T.L APPROVED WITH EFFICIENCY FACTORS IN ACCORDANCE WITH THE ENERGY POUCY ACT OF 1992" AND ITS AMENDMENTS AS A MINIMUM. 4. THIS CONTRACTOR SHALL FURNISH ADDITIONAL AUXILIARY SUPPORT STEEL HANGER WIRES ADEQUATELY SIZED TO SUPPORT THE WEIGHT OF THE FIXTURE FASTENED TO THE BUILDING STRUCTURE (MINIMUM TWO PER FIXTURE) FOR ALL FIXTURES IN LAY -IN CEILINGS AND OTHER FIXTURES AS REQUIRED BY THE LANDLORD AND LOCAL CODE OFFICIALS. 5. FURNISH AND INSTALL APPLICABLE FIRE RATED DRYWALL BOXES OVER RECESSED FIXTURES IN FIRE RATED CEILINGS AS REQUIRED BY CODES. FIELD COORDINATE AS REQUIRED TO AVOID CONFLICTS. END OF SECTION 26 51 00 A/C AC A.F.F. AHU AIC AMP., A C. C.B. CCTV CIRC. CEIL COL. COND CONT. CU. DF DIA. DISC. DISTR DWG E E.F. ELEC. E.W.C. EXIST. EXO EXT. LOC. F.A. FIXT. FLA H.P. HORSE POWER H.V. HIGH VOLTAGE HZ HERTZ IP IFS I.G. ABBREVIATIONS - ELECTRICAL AIR CONDITIONER ALTERNATING CURRENT ABOVE FINISH FLOOR AIR HANDLING UNIT AMPERE INTERRUPTING CAPACITY AMPERE CONDUIT CIRCUIT BREAKER CLOSED CIRCUIT TELEVISION CIRCUIT CEILING COLUMN CONDUIT CONTINUED COPPER DRINKING FOUNTAIN DIAMETER DISCONNECT DISTRIBUTION DRAWING EXISTING TO REMAIN EXHAUST FAN ELECTRICAL ELECTRIC WATER COOLER EXISTING EXTERNALLY OPERATED EXTERIOR LOCATION FIRE ALARM FIXTURE FULL LOAD AMPS G GROUND GFI GROUND FAULT INTERRUPTER INTERCOM PHONE INTEGRATED FACIUTY SYSTEM ISOLATED GROUND J -BOX JUNCTION BOX KVA KILOVOLT -AMPS LCL LTG L.Y. MAX MCA MCC MFR. M.H. M.O.C.P. MTD. N.C. NORMALLY CLOSED N.F. NON -FUSED N.I.C. NOT IN CONTRACT N.O. NORMALLY OPEN O.C. ON CENTER 01. OVERLOAD P P.A. P.E. PNL PWR. RELOC RM R.T. RTU SW. SW'BD T.C. TEL TYP V W.P. LONG CONTINUOUS LOCAD LIGHTING LOW VOLTAGE POLE PUBLIC ADDRESS PHOTOELECTRIC PANEL POWER RELOCATED EXISTING ROOM RAIN TIGHT ROOF TOP UNIT SWITCH SWITCHBOARD TIME CLOCK TELEPHONE TYPICAL VOLT WEATHERPROOF MAXIMUM MINIMUM CIRCUIT AMPACITY MOTOR CONTROL CENTER MANUFACTURER MOUNTING HEIGHT MAXIMUM OVER CURRENT PROTECTION MOUNTED 3S ELECTRICAL SPECIFICATIONS A OODE011AOSPEC SHREMSHOCK: ENGINEERING, INC . S# RYL WESTE E s14 545 = :w .r 0 ce 0 Z 1- W ce 0 ✓ w x � 5 W Qw O sue- cra L w O O n « W T' CD W OU > - '5, P 0 V ° 4 0 0 r O La ? a _ g � z -R z a r aom 1 EXP1RES 4 -f, -ro 1 D 01 w 1- z cic W 0 1 I- J M a c ® 7CO CO IX W CO Ca °I LIU I d ..I � Q OC ;11 o_ Cn J ci'Ld H u 1 W REVISIONS: REQUIRED BY: OS LANDLORD COMMENTS B.D. COMMENTS RECEP ! -BI IEL, OR 22P P • INDICATES NO REVISION TO THIS SHEET O i ,, G ?r IBC 4 di- z0 . - s. act J L,"I O I°r- C CO M w CD o U) X co LiJ xi loo acto c : Q 0 W F W «. O 0 w a 0 H 0 = r W � 2 y V U O N °y v H � C7 U � p 4 W S 0 :9 1-8°. w • I = r g .n a m 0 o w�i =o c] caa =� = 0 = O « S : F O W V 0 r Y d O W ° =c y = . 1 0 2 ( - 5 W ca = - r -+ a iry S-a =; 1=1 m 4 O H :1'17- ( (J � • «f 0 Z = 300 x W = Vf «1 d W 0 • ° J w W m OF a " d en= 0- 0 w Pn V) A 4 DRAWING NUMBER: o co O O o0 L0 �0 Q 0 _ 0 0 H U W I- a Z a. CD ell 0 w V) In a W DATE 05/27/08 DATE ISSUED: 04/18/2008 DESIGNED BY: EDS DRAWN BY: AOH CHECKED BY: RAP ELECTRICAL SPECIFICATIONS ELECTRICAL CONTRACTOR SHALL MOUNT RECEPTACLE ON TOP LEDGE OF PLANT SHELF. ELECTRICAL CONTRACTOR : SHALL VERIFY ALL DIMENSIONS NTH ARCHITECT PRIOR TO ROUGHIN (TYPICAL). TO LIGHTING F.R.5. FITTING ROOM . ALCOVE STUBBED—UP CONDUITS, SEE CASHWRAP DETAIL 4 REGISTER STRAIGHT CASHWRAP. FOR MORE INFORMATION AND DIMENSIONS, REFER TO ARCHITECTURAL SHEETS AND DETAIL F.R.I. 2 REGISTER STRAIGHT CASHWRAP. FOR MORE INFORMATION AND DIMENSIONS, REFER TO ARCHITECTURAL SHEETS AND DETAIL NOTE: REFER TO SHEETS F01.1, F01.2, AND F01.3 FOR FIRE ALARM REQUIREMENTS. VERIFY ALL FIELD CONDITIONS PRIOR TO BID SHREMSHOCKJNG1NEERING, INC 6130 S S RY ROAD WESTERV1 614-545 DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: i— I— 0 /4J I- rj CO LL' • !.EC!; 11 c.2 w w D . - - = c r 7 ' I 1: Il c. i ' :1 7 r L i , 1 1 :: E: L . a g I , : : : : : m L : . , !:: ! 8:6 ::7 ! z i WC -: ! n U 9:4678!. i 1 i i. _ • ! ! i 4 . I =2C )!LI-E gLIC' '2: l c : 'LL I. 1 i c;; 1 -6911'115- I— 3C 1 1 i i , ! i ! ! • ! ! i E ! ; 22 ea : - 5 -- : ;1/2- : -.2C : 7 j M : : : :, : 6 2 I. f 5 g ' - ' ° : : 5 -' z , z4 0 _ E: i ; LI ;_o F , , jo L -'h6 ti c c ; L. u i . • J mk: i ::!, ," I . - =2 l L. i W C D M MMW== '';''.':;:;'. 1.1 W . .0 1 U1 C-,It 4■—L11 ell "Co TO B -13 PROCESSING AREA ;t: VERIFY ALL FIELD CONDITIONS PRIOR TO BID O. RECEPTACLES AND COVERPLATES DESIGNATED "SF" SHALL BE WHITE IN COLOR. MOUNT WHERE SHOWN ON PLANS ON THE UNDERSIDE OF THE STOREFRONT SOFFIT WITH THE 4" SIDE PARALLEL TO THE STOREFRONT GLASS. SUPPORT BOX FROM STRUCTURE. • RECEPTACLES AND COVERPLATES IN "NON—SALES" SHALL BE WHITE IN COLOR. MOUNT ALL RECEPTACLES AT 15" A.F.F., EXCEPT AS NOTED ON PLAN. K3 CONDUIT FOR TRAFFIC COUNTER. INSTALL 1" CONDUIT FROM IFS ENCLOSURE TO THE MAIN ENTRY OF STORE AND FINISH CONDUIT WITH AN INSULATED BUSHING (INSULATED CAP) FOR FUTURE INSTALLATION OF THE TRAFFIC COUNTER. ® INSTALL A DELIVERY BUZZER SYSTEM AS SHOWN ON DRAWINGS. ESD &C SHALL FURNISH A COMPLETE EDWARDS DELIVERY BUZZER SYSTEM, COMPLETE WITH TRANSFORMER, BUZZERS, LOUVERED COVERPLATES, AND PUSHBUTTON (WEATHERPROOF FOR OUTSIDE LOCATIONS). THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY JUNCTION BOXES, CONDUIT, AND WIRE TO COMPLETELY INSTALL THE DELIVERY BUZZER SYSTEM. ALL JUNCTION BOXES SHALL BE MOUNTED VERTICALLY. O TELEPHONE OUTLET IN WALL INSTALL EMPTY 3/4" CONDUIT, WITH PULLWIRE, BACK TO TELCO SECTION OF IFS ENCLOSURE. TELEPHONE WIRE AND #RJ14C JACK FOR TWO LINE TELEPHONE BY OTHERS. MOUNT AT 15" A.F.F., EXCEPT AS NOTED ON PLANS. 06 EXTEND 1" TELEPHONE CONDUIT FROM SERVICE ENTRANCE AT DEMISING WALL TO TELEPHONE /DATA SECTION OF IFS ENCLOSURE. O SOUND SYSTEM. FURNISH AND INSTALL ALL CONDUIT AND JUNCTION BOXES, AND PERFORM ALL WORK AS INDICATED IN THE DETAIL. FURNISH AND INSTALL A 3/4" CONDUIT WITH PULLWIRE FROM HVAC SECTION OF IFS ENCLOSURE, UP TO ABOVE CEILING. COORDINATE EXACT REQUIREMENT WITH MECHANICAL CONTRACTOR. ® QUADRUPLEX OUTLET FOR DATA, TELEPHONE, FAX. AND POLLING. INSTALL EMPTY 1" CONDUIT, WITH PULLWIRE, BACK TO TELCO SECTION OF IFS ENCLOSURE. DATA /TELEPHONE WIRE AND COVERPLATE BY OTHERS. 10 20 AMP, 120 VOLT, SINGLE PHASE ISOLATED DEDICATED CIRCUIT, 20 AMP #IG6300 —W RECEPTACLE, WITH ISOLATED THIRD WIRE GROUND, IN A SINGLE 1/2" CONDUIT BACK TO PANELBOARD SECTION OF IFS ENCLOSURE FOR COMPUTER TERMINAL. DO NOT SHARE ANY PART OF THIS CIRCUIT WITH ANY OTHER BRANCH CIRCUITS. CONNECT TO CIRCUIT SHOWN ON POWER PLAN. 11 20 AMP, 120 VOLT CIRCUIT AND DUPLEX WHITE RECEPTACLE AND COVERPLATE FOR UTILITY POWER, IN A SINGLE 1/2" CONDUIT BACK TO PANELBOARD SECTION OF IFS ENCLOSURE. CONNECT TO CIRCUIT SHOWN ON POWER PLAN. 12 20 AMP, 120 VOLT CIRCUIT AND QUAD RECEPTACLE FOR UTILITY POWER, IN A SINGLE 1/2" CONDUIT BACK TO PANELBOARD SECTION OF IFS ENCLOSURE. CONNECT TO CIRCUIT SHOWN ON POWER PLAN. O. IFS ENCLOSURE. ALL CONDUITS STUBBED INTO IFS ENCLOSURE SHALL BE INSTALLED IN A CLEAN AND NEAT MANNER. ANCHOR IFS ENCLOSURE ACCORDING TO MANUFACTURERS SPECIFICATIONS AND LOCAL CODES IN SEISMIC AREAS. REFER TO SPECIFICATIONS AND E05.1 FOR MORE INFORMATION. 14 REGISTER CASHWRAP /BACKWRAP COUNTER. PERFORM ALL WORK AS INDICATED IN THE DETAIL. 15 JUNCTION BOX INSTALLED AT 48" A.F.F. WITH FACE FLUSH TO DRYWALL AND 1/2" CONDUIT UP IN WALL TO ABOVE CEILING FOR TEMPERATURE T— STAT(S) /SENSOR(S) /CO2 SENSORS. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR. MECHANICAL CONTRACTOR SHALL INSTALL ESD &C FURNISHED CONTROL CABLE FROM JUNCTION BOX TO HVAC UNITS. 16 MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL AIR DEVICE OR ACCESS PANEL TO BE USED AS ACCESS TO EQUIPMENT LOCATED ABOVE THE CEILING. THIS CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT A MINIMUM UNOBSTRUCTED FREE AREA OF 3 —FEET VERTICALLY AND 3 —FEET HORIZONTALLY IN ALL DIRECTIONS AROUND EQUIPMENT IS MAINTAINED TO ALLOW FOR INSTALLATION AND MAINTENANCE OF EQUIPMENT. IF THIS FREE AREA CANNOT BE OBTAINED, CONTACT THE ESD &C'S PROJECT MANAGER IMMEDIATELY. 17 20 AMP RECEPTACLE ® 42" A.F.F. FOR MICROWAVE. IF PLAN LOCATION IS NOT ACCEPTABLE, IMMEDIATELY CONTACT ESD &C PROJECT MANAGER FOR DIRECTION. 18 19 20 21 22 23 27 3 s 20 AMP RECEPTACLE ® 18" A.F.F. FOR REFRIGERATOR. IF PLAN LOCATION IS NOT ACCEPTABLE, IMMEDIATELY CONTACT ESD &C PROJECT MANAGER FOR DIRECTION. JUNCTION BOX FOR WATER HEATER ELECTRICAL CONNECTION. FURNISH AND INSTALL CODE REQUIRED DISCONNECT SWITCH. COORDINATE EXACT LOCATION AND RELATED REQUIREMENTS WITH PLUMBING CONTRACTOR PRIOR TO WORK COMMENCEMENT. 30 FLUSH FLC rr rI i Icu 43 DURGLAf+ r1I ITI rT '1 DUCT MOUNTED SMOKE DETECTOR. V AI TV A • •, » .....1 n1 11r rn.r1• 24 JUNCTION DOX AND CODE REQUIRED DI SWITCII rOR MOTORIZED ROLL UI' GRILLE ELECTRICAL CONK COORDINATE EXACT LOCATION AND RELATED REQUIREMENTS WITII CSD&C I'ROJCCT MANAGER PRIOR TO WORK 25 120V, GFI, W.P. UNIT RECEPTACLE. FURNISH AND INSTALL CONDUCTORS AND CONDUIT FOR 120V POWER. 26 QUADRUPLEX RECEPTACLE, DUPLEX RECEPTACLE, AND COVERPLATES FOR SECURITY SYSTEM. MOUNT AT 55" A.F.F. TO MIDDLE OF QUADRUPLEX. COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO ROUGH —IN AND WORK COMMENCEMENT. DUPLEX RECEPTACLE WITII COVERPLATE AND JUNCTION—B43—X--INSTALLED ON CEILING FOR CCTV SYSTEM VIEW MONITOR PP CONDU FROM ADOV 0 RECEPTACLES AND COVERPLATES MOUNTED AT 18" A.F.F., EXCEPT AS NOTED ON PLAN. RECEPTACLES SHOWN INSIDE CABINETS SHALL BE CENTERED ON THE BACK WALL OF THE CABINET. • 31 GFI DUPLEX RECEPTACLE AND COVERPLATE FOR RESTROOM SHALL BE WHITE IN COLOR. MOUNT AT 42" A.F.F. 32 RECEPTACLES AND COVERPLATES WITHIN SHOW WINDOW SHALL BE WHITE IN COLOR. MOUNT ABOVE SHOW WINDOW PLATFORM. REFER TO ARCHITECTURAL DETAILS FOR EXACT LOCATION AND MOUNTING REQUIREMENTS. O. ELECTRIC WATER COOLER RECEPTACLE AND COVERPLATE SHALL BE WHITE IN COLOR. MOUNT AT 18" A.F.F. 34 30 AMP, 250 VOLT, 3 PHASE TWIST —LOCK RECEPTACLE AND STAINLESS STEEL COVERPLATE FOR DREAMSTEAMER. 35 SAW CUT /CORE DRILL FLOOR SLAB AS REQUIRED FOR UNDERSLAB CONDUIT. R. SUSPEND RECEPTACLE ON CONDUIT TO HEIGHT OF ,CE NTERED ON THE PUCK FOCAL WALL. 37 RECEPTACLES IN DENIM AREA SHALL BE BLACK IN COLOR WITH STAINLESS STEEL COVERPLATES. 38 ENCLOSURE WITH SENSORMATIC POWER PACK AND ISOLATED GROUND TYPE DUPLEX RECEPTACLE MOUNTED ON VERTICAL FACE OF SOFFIT ABOVE CEILING. COORDINATE SENSORMATIC FREQUENCY WITH ADJACENT TENANT SENSORMATIC SYSTEMS. PAINT ENCLOSURE TO MATCH CEILING. 39 SENSORMATIC SYSTEM. REFER TO SENSORMATIC DETAIL FOR ELECTRICAL CONTRACTOR'S RESPONSIBILITIES. 40 RECEPTACLE AND COVERPLATES FOR WALKIES SHALL BE WHITE IN COLOR. 41 WHEN ARCHITECTURAL FINISH ON WALLS IS P -9 OR P -2, RECEPTACLES AND COVERPLATES SHALL BE WHITE IN COLOR. VERIFY WALL FINISH WITH ARCHITECTURAL SHEETS. 42 FIRE ALARM CONTROL PANEL ELECTRICAL CONTRACTOR TO SUPPLY 120V IG, DEDICATED RECEPTACLE. POWER PLAN CODED NOTES NTS 02DE022BONOTE B KEY PLAN ELECTRICAL POWER PLAN 1/4" = 1' -0" A SHREMSHOCK E NGINEERING, INC. 6130 S. S R ROAD WESTERV# 614 -545 ° -- 1 EXPIRES 0 / r / Co lC� REQUIRED BY: Lil 0 Z • : .w z 0 w En - to W =2= C0 0'33° J W S O W . = La = = W 3 w GC W - = U P ~ = ~ p p C7 CJ =° w ^ ° 4a - = r H - EE 5 U W W O= WW z = as a o = W O a W c v � U W S -I d 0 w O =< _ a � 4 �?o o U a Cwt D wxx- . ce W S N CD N , ¢ W ° X = W = W 1 $ ~ p cm c = . 0 HS? ce F/ ce =g F zvi Le) C.7 ° 2 Q 2 4 d Ua ?� Cie Ur e = W V!J w 1- z w 0 1.1 J D CO 0 7 co w W co z O� Z UJ —1 W J u. C1)161° a C p W REVISIONS: RECEIVED JUt 0 6 BOOB -PERMIT CENTER • INDICATES NO REVISION TO THIS SHEET DRAWING NUMBER: IIP H U W I-- a,. L7 W a. etc ocnc Cfl O W DATE DATE ISSUED: 04/18/2008 DESIGNED BY: AOH DRAWN BY: AOH CHECKED BY: RAP ELECTRICAL POWER # PLAN 1 ITEM FURNISHED BY INSTALLED OR PERFORMED BY RE -USE EXISTING N/A REMARKS LANDLORD CONT'R. ESD&C VENDOR LANDLORD CONT'R. OTHER ELECTRICAL SERVICE / DISTRIBUTION MAIN OVERCURRENT DEVICE IN LANDLORD'S ELECTRICAL EQUIPMENT LL MANUFACTURER & MODEL NUMBER REMARKS LL SINGLE RECEPT. W/ COVERPLATE 20 AMP, 120 VOLT FIELD VERIFY PRIOR TO BID METER IN LANDLORD'S OR TENANT'S SPACE (VERIFY W/ POWER PLANS, RISER) LL 4 LL Y0 AMP, 120 VOLT Igil DUPLEX RECEPT. W/ COVERP LATE FIELD VERIFY PRIOR TO BID C/T'S AND CABINET IN LANDLORD'S OR TENANT'S SPACE (VERIFY W/ POWER PLANS, RISER) LL TELEPHONE OUTLET WHITE COLOR RJ14C TELE. JACK IN SALES AND NON -SALES AREA. LL DATA /TELEPHONE OUTLET WHITE COLOR PLATE IN SALES AND IN NON -SALES AREA. FIELD VERIFY PRIOR TO BID SERVICE ENTRANCE CONDUIT(S) TO LEASE SPACE LL ®-I LL FULL VOLTAGE STARTER IN A NEMA 1 ENCLOSURE, SIZE 1 MINIMUM I DISCONNECT SWITCH P BI' PRIOR TO BID SERVICE ENTRANCE FEEDERS) 70 LEASE SPACE LL DELIVERY BUZZER TRANSFORMER TRANSFORMER AT 8' •O" A.F.F. LL �� a DELIVERY BUZZER FIELD VERIFY PRIOR TO BID I.F.S. ENCLOSURE (SWITCHGEAR ASSEMBLY) DELIVERY BUZZER PUSHBUTTON IF EC ® CEILING SMOKE DETECTOR SYSTEM CONNECTED CEILING MOUNTED PHOTOELECTRIC TYPE SMOKE DETECTOR 277/480 VOLT PANEL 0 DUCT SMOKE DETECTOR IF 0 IF INSTALLED IN FACTORY STEP DOWN LINE TRANSFORMER & MOUNTING ACCESSORIES IF DUPLEX FLOOR RECEPT. W/ CDVERPLATE 20 AMP, 120 VOLT FLOOR BOX - ONE GANG BOX: 82414; LID: 53825 IF TWIST -LOCK RECEPTACLE INSTALLED IN FACTORY 120/208 VOLT PANEL(S) DOOR CONTACT IF DC IF MOTION DETECTOR INSTALLED IN FACTORY SMART BREAKER SYSTEM FOR LIGHTING CONTROL M D IF TWO GANG FLOOR BOX W/ RECEPT. LID 20 AMP, 120 VOLT, HUBBELL TWO GANG FLOOR BOX (1) B4214, W/ HUBBELL RECEPTACLE LIDS; (1) S3826 AND (1) S3825, WITH SEPARATION FOR POWER AND DATA OUTLET. IF r :-. 1 L.6 "f■ INSTALLED IN FACTORY LIGHTING CONTROLLER WITH POWER SUPPLY AND OVERRIDE STATION KEYPAD MOUNTED AT 4' -4" A.F.F. SEE FLOOR PLAN FOR LOCATION EMS SENSOR EC T THERMOSTAT LANDLORD BUILDING MANAGEMENT SYSTEM BREAKER LOCKS ELECTRONICALLY OPERATED DAMPER IF IF NOTE: ALL SYMBOLS MAY NOT BE USED ON THIS PROJECT. SHOWN FOR REFERENCE ONLY. POWER REFERENCE SCHEDULE AS REQUIRED BY ENGINEER OODE023KONOTE MECHANICAL / PLUMBING EQUIPMENT COORDINATION POWER WIRING AND CONDUIT / PULL STRING TO ALL HVAC EQUIPMENT EC EC ROOF TOP UNIT - DISCONNECT SWITCH AC AC ROOF TOP UNIT - WEATHERPROOF On SERVICE REC. AC AC WIRED BY EC AIR HANDLING UNIT (CW AND /OR HW, CW WITH ELECTRIC HEAT) - DISCONNECT SWITCH / FAN CONTACTS AC AC AIR HANDLING UNIT (DX SPLIT) - DISCONNECT SWITCH / FAN CONTACTS AC AC CONDENSING UNIT (DX SPLIT) - DISCONNECT SWITCH EC EC CONDENSING UNIT (DX SPLIT) - WEATHERPROOF GFI SERVICE REC. EC EC FAN POWERED VAV / VAV SYSTEM (WITH OR WITHOUT ELECTRIC HEAT) - DISCONNECT SWITCH AC AC WATER SOURCE HEAT PUMP - DISCONNECT SWITCH EC EC TOILET EXHAUST FANS (FRACTIONAL HP) WITH DISCONNECT SWITCH LD MC ELECTRONIC CONTROL DAMPERS - DISCONNECT SWITCH EC EC DUCT HEATERS MC MC LOW VOLTAGE SYSTEMS PAGING SYSTEM - HARDWARE PAGING SYSTEM - WIRE 0 WIRED BY EC, FINAL CONNECT. BY PS PAGING SYSTEM - CONDUIT /PULL STRING 0 IF REQUIRED BY AUTHORITY HAVING JURISDIC. BURGLAR / SECURITY SYSTEM - HARDWARE BURGLAR / SECURITY SYSTEM - WIRE BURGLAR / SECURITY SYSTEM - CONDUIT / PULL STRING • IF REQUIRED BY AUTHORITY HAVING JURISDIC. RF TECHNOLOGY SYSTEM - HARDWARE RF RC RF TECHNOLOGY SYSTEM - WIRE RF RC RF TECHNOLOGY SYSTEM - CONDUIT / PULL STRING EC EC IF REQUIRED BY AUTHORITY HAVING JURISDIC. CCTV / ALARM SYSTEM - HARDWARE CCTV / ALARM SYSTEM - WIRE CCIV / ALARM SYSTEM - CONDUIT / PULL STRING ® IF REQUIRED BY AUTHORITY HAVING MUSIC SYSTEM - HARDWARE (SPEAKERS / CD PLAYER) MS EC MUSIC SYSTEM - WIRE EC EC MUSIC SYSTEM - CONDDUIT UIT I /PULL STRING EC EC IF REQUIRED BY AUTHORITY HAVING JURISDIC. DELIVERY BUZZER SYSTEM - HARDWARE LD EC DELIVERY BUZZER SYSTEM -- WIRE EC EC DELIVERY BUZZER SYSTEM - CONDUIT /PULL STRING EC IF REQUIRED BY AUTHORITY HAVING JURISDIC. MISCELLANEOUS ELECTRICAL ITEMS LIGHTING FIXTURES AND LAMPS LD EC RECEPTACLES AND COVERPLATES LD EC FLOOR BOXES AND COVERS LD EC UNLESS OTHERWISE NOTED ON PLANS JUNCTION BOXES EC EC SENSORMATIC SYSTEM - HARDWARE SV EC SENSORMATIC SYSTEM - POWER WIRING AND CONDUIT / PULL STRING EC EC DATA AND TELEPHONE SYSTEMS - CABLE AND JACKS TEL TEL DATA AND TELEPHONE SYSTEMS - CONDUITS / PULL STRING EC EC TELEPHONE DEMARC PANEL - PROTECTION OF DURING CONSTRUCTION / RELOCATION / DEMOLITION GC GC CALL ESD&C TO RELOCATE. DO NOT CUT WIRES. DUCT SMOKE DETECTOR FAC MC MECHANICAL EQUIPMENT SHUT -DOWN RELAY FAC FAC FIRE ALARM SYSTEM FAC FAC CASHWRAP - POWER WIRING AND CONDUIT / PULL STRING EC EC ROWNG GRILLE - POWER WIRING AND CONDUIT / PULL STRING EC EC DREAMSTEAMER - POWER WIRING AND CONDUIT / PULL STRING EC EC RECEPTACLE BY LD AS -BUILT DRAWINGS EC EC AC HVAC EQUIPMENT SUPPLIER MC MECHANICAL CONTRACTOR SV SENSORMATIC VENDOR EC ELECTRICAL CONTRACTOR MS MUSIC SYSTEM VENDOR TEL TELEPHONE CONTRACTOR EMS ENERGY MANAGEMENT SYSTEM VENDOR PC PLUMBING CONTRACTOR ANY ITEM NOT FAC FIRE ALARM CONTRACTOR PS PAGING SYSTEM VENDOR GC GENERAL CONTRACTOR RC RF TECHNOLOGY CONTRACTOR SHOWN IS THE IF IFS SUPPLIER RF RF TECHNOLOGY SYSTEM VENDOR LD LIGHTING PACKAGE DISTRIBUTOR SC SECURITY CONTRACTOR RESPONSIBILITY ESD&C EXPRESS SSV SECURITY SYSTEM VENDOR OF CONTRACTOR. EXESS STORE DESIGN & CONSTRUCTION _ECTRICAL RESPONSIBILITY SCHEDULE NTS 00DE023E0SCHD E ELECTRICAL RESPONSIBILITY SCHEDULE E . REFER TO LANDLORD'S SPECIFICATIONS AND TENANT DESIGN CRITERIA FOR NECESSARY INFORMATION AND COORDINATION WITH OTHER TRADES. COORDINATE ALL WORK WITH ALL TRADES INCLUDED BUT NOT LIMITED TO MECHANICAL, PLUMBING, FIRE PROTECTION, AND STRUCTURAL CONTRACTORS. INSTALL ALL WORK TO CLEAR NEW AND EXISTING ARCHITECTURAL AND STRUCTURAL MEMBERS. NO ITEM SUCH AS PIPE, DUCT, ETC. IS TO BE IN CONTACT WITH ANY EQUIPMENT. . ANY DISCREPANCY BETWEEN ESD &C DRAWINGS AND TENANT CRITERIA, ESD &C DRAWINGS SHALL TAKE PRECEDENCE. . THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC TO THE EXTENT THAT ALL INSTALLED ITEMS AND LOCATIONS ARE NOT EXACTLY PLACED AND ARE NOT TO BE SCALED. ALL CONDUITS SHALL BE RUN TO SUIT CONDITIONS IN THE FIELD. CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY ON THESE PLANS AND DO NOT NECESSARY REFLECT THE EXACT CONDUIT LOCATIONS. ALL CONDUITS SHALL BE RUN INSIDE SHELL OF BUILDING AND UNDER INSULATED CEILING TO AVOID HIGH AMBIENT TEMPERATURE CONDITION. . IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO SCHEDULE ALL ELECTRICAL INSPECTIONS REQUIRED BY THE BUILDING DEPARTMENT AND SERVING UTILITIES, AND EACH CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OR HER PERMITS AND INSPECTION FEES. . BEFORE COMMENCING ANY WORK, CONTRACTORS SHALL REVIEW THE LATEST NATIONAL, STATE, AND LOCAL CODE REQUIREMENTS, INCLUDING LANDLORD CRITERIA, AND PERFORM THE WORK IN STRICT ACCORDANCE WITH THESE. IN CASE OF CONFLICT, THE STRICTER REQUIREMENTS WILL PREVAIL . CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTING HIS OR HER BID. FOR THE PURPOSE OF SURVEYING EXISTING CONDITIONS, WHICH MAY AFFECT THE WORK TO BE DONE UNDER THIS SECTION, ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE GENERAL CONTRACTOR, ESD &C, OR THE LANDLORD'S FIELD REPRESENTATIVE FOR CLARIFICATION. . AFTER BID, ANY QUESTIONS RELATING TO SPECIFIC M, E, OR P ISSUES ARE TO BE DIRECTED AS RFI'S THROUGH THE ESD &C PROJECT MANAGER. . SHOULD THE SPACE HAVE BEEN INACCESSIBLE FOR INSPECTION, CONTRACTOR MUST INDICATE SO ON HIS OR HER BID. . NO ADDITIONAL COMPENSATION SHALL BE MADE FOR ANY CHANGE ORDERS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOBSITE AND /OR PREDETERMINE ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS OR HER BID. 10. THE CONTRACTOR, WITHIN FIFTEEN (15) DAYS OF THE AWARD OF THE CONTRACT, SHALL SUBMIT TO THE OWNER, SIX (6) COPIES OF A COMPLETE LIST OF MATERIALS AND EQUIPMENT PROPOSED FOR THE JOB INCLUDING ALL DATA, PART NUMBERS, RATING CAPACITY, SIZE, DIMENSIONS, ELECTRICAL DATA, GRADE, MANUFACTURER, AND ANY OTHER DESCRIPTIVE DATA FOR ALL EQUIPMENT OR SYSTEMS THAT DEVIATE FROM SPECIFIED ITEMS. ANY DELAYS OR COSTS DUE TO THESE DEVIATIONS, WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11. CONTRACTOR SHALL REMOVE ALL ABANDONED WIRING WHICH IS NOT TO BE REUSED. ABANDONED WIRING SHALL BE DISCONNECTED AND REMOVED FROM CONDUIT OR RACEWAY. AS -IS PRACTICAL, CONDUIT AND /OR RACEWAYS SHALL REMAIN WITH PULL STRING AND CAPPED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL UNUSED OR ABANDONED MATERIALS AND EQUIPMENT AND ITS REMOVAL OFF THE TENANT'S AND LANDLORD'S PREMISES. 12. OWNER RESERVES THE RIGHT TO HAVE CONSTRUCTION REVIEWED BY AN OUTSIDE CONSULTANT PRIOR TO ACCEPTANCE OF THE PROJECT. 13. EACH CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP RELATED TO HIS OR HER WORK FOR A MINIMUM PERIOD OF ONE YEAR FROM THE DATE WHICH THE OWNER ACCEPTS THE PROJECT. THE CONTRACTOR, AT NO ADDITIONAL COST TO THE OWNER OR TENANT, SHALL CORRECT ANY DEFECTS IN MATERIALS OR WORKMANSHIP DURING THIS GUARANTEE PERIOD. 14. EACH CONTRACTOR SHALL BE RESPONSIBLE AND ENSURE A CLEAN INSTALLATION, ESPECIALLY IN EXPOSED CEILING AREAS. THE FINAL APPROVAL OF THIS WORK WILL BE ISSUED BY ESD &C PROJECT MANAGER. 15. PROVIDE THREE SETS OF "AS- BUILT" DRAWINGS AND TWO BOUND SETS OF ALL OPERATIONS MANUALS, DIAGRAMS, SERVICE CONTRACTS, AND GUARANTEES TO ESD &C PRECEDENT TO FINAL PAYMENT. A REPORT PREPARED BY AN INDEPENDENT AIR BALANCE CONTRACTOR, HIRED BY GC, MUST BE INCLUDED IN THE CLOSEOUT PACKAGE. 16. THE ABBREVIATION "ESD &C ", WHEREVER IT APPEARS IN THESE ELECTRICAL DRAWINGS, SHALL REFER TO "EXPRESS BRANDS STORE DESIGN AND CONSTRUCTION ". 17. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS OF ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF HIS OR HER SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 18. THESE PLANS MAY BE USED FOR CONSTRUCTION ONLY AFTER APPROVAL IS OBTAINED FROM THE BUILDING DEPARTMENT ELECTRICAL PLAN CHECK DIVISION AND THAT DIVISION'S STAMPED APPROVAL AND AUTHORIZED SIGNATURE APPEAR ON THE PLANS. 19. REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION WORK. 20. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT FIXTURE LOCATION. 21. DESIGN AND CIRCUITRY MAY BE BASED ON AS -BUILT DRAWINGS. GC AND ELECTRICAL CONTRACTOR SHALL VERIFY ACCURACY OF AS -BUILT DRAWINGS. IN CASE OF DISCREPANCY, ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUITS, CONDUCTORS, BOXES, MISCELLANEOUS FITTINGS, ETC. FOR A COMPLETE AND OPERABLE SYSTEM FOR HOME RUNS SHOWN. BRANCH CIRCUIT INSTALLATION SHALL COMPLY WITH SPECIFICATIONS AND LATEST N.E.C. 22. WHERE PRACTICAL AND WHERE CONDUIT CONDITION WARRANTS, CONTRACTOR MAY REUSE APPROPRIATE EXISTING CONDUIT SYSTEM. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CORRECT ANY AND ALL EXISTING CODE VIOLATIONS IN CONDUIT SYSTEMS TO BE REUSED. CONTRACTOR MUST OBTAIN THE ESD &C PROJECT MANAGER'S PERMISSION IN WRITING. 23. IF APPLICABLE, RECONNECT, COMPLETE, AND MAKE OPERABLE ALL EXISTING LIGHTING, RECEPTACLES, AND CIRCUITRY. 24. PRIOR TO INSTAWNG ANY UNDERGROUND CONDUIT, VERIFY CONDUIT SIZES AND POINTS OF SERVICE WITH THE SERVING UTILITIES. 25. ALL CONDUCTORS ARE TO BE STANDARD ANNEALED COPPER CONDUCTORS WITH TYPE THHN INSULATION, UNLESS NOTED OTHERWISE, AND SHALL RUN FROM POINT TO POINT IN APPROVED CONDUIT. ALL CONDUITS, WHEN EXPOSED IN AREA WITH NO CEILING (EXCEPT STOCKROOM AREAS), SHALL BE INSTALLED IN RACKED FORM, WITH FITTED CONDUIT AND PARALLEL TO STRUCTURAL MEMBERS. 26. ALL CONDUCTORS SHALL BE PHYSICALLY IDENTIFIED AT EACH END FOR CIRCUIT USAGE AND CONTINUITY. 27. GENERALLY, ALL CONDUITS SHALL BE CONCEALED EXCEPT FOR UNFINISHED AREAS, SUCH AS EQUIPMENT ROOMS. EXPOSED CONDUIT SHALL BE ALLOWED ONLY AS NOTED ON PLAN AND AS APPROVED BY ESD &C'S PROJECT MANAGER. PAINTING OF CONDUITS, NOTED ON DRAWINGS OR SPECIFICATIONS WILL BE BY GENERAL CONTRACTOR. ELECTRICAL GENERAL NOTES NTS OODEO23CONOTE . CIRCUITING INDICATED ON PLAN IS PARTIALLY DIAGRAMMATIC FOR CLARITY. CIRCUITING SHALL BE "THRU- WIRING" WHERE AND WHENEVER POSSIBLE. FIELD VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF ALL HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR PRIOR TO ORDERING RELATED ELECTRICAL EQUIPMENT. ALL RECEPTACLE CIRCUITS UP TO 100' -O" SHALL UTILIZE 112 CONDUCTORS MINIMUM. ALL RECEPTACLE CIRCUITS FROM 100' -1" TO 150' -0" IN LENGTH SHALL UTILIZE #10 CONDUCTORS MINIMUM. ALL RECEPTACLE CIRCUITS 150' -1" UP TO 250' -O" IN LENGTH SHALL UTILIZE #8 CONDUCTORS MINIMUM. CIRCUITS ABOVE 250' -0" SHALL UTILIZE #6 CONDUCTORS MINIMUM. PLACEMENT OF ALL RECEPTACLES IN THE SALES AREA SHALL BE INTENTIONAL (I.E. - CENTERED ON COLUMNS, WALL FEATURES OR TIGHT TO CORNERS), UNLESS OTHERWISE NOTED. IF THE RECEPTACLE IS NOT SHOWN IN A DESIRABLE LOCATION, FIELD VERIFY EXACT PLACEMENT OF RECEPTACLE WITH ESD &C'S PROJECT MANAGER PRIOR TO ROUGH IN. ALL RECEPTACLES AND COVERS (DUPLEX, QUADRAPLEX, ETC) SHALL BE THE COLORS AS NOTED IN THE ELECTRICAL POWER PLAN NOTES AND SCHEDULES. . ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. . ACCESS TO ALL COMPONENTS AND EQUIPMENT MUST BE PROVIDED TO MEET CODE AND SERVICE /MAINTENANCE EASE. WHERE DRYWALL CEILINGS ARE USED IN THE "SALES" AREA, THE ELECTRICAL CONTRACTOR SHALL ARRANGE CIRCUITS TO AVOID THE USE OF JUNCTION BOXES IN INACCESSIBLE LOCATIONS. THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILINGS SHALL BE LIMITED TO LOCATIONS NEAR ACCESS FRAMES USED FOR DIFFUSERS AND RETURN AIR GRILLES OR ACCESS PANELS AS LOCATED ON PLANS. IF PLAN LOCATION IS NOT ACCEPTABLE, IMMEDIATELY CONTACT ESD &C PROJECT MANAGER. . ELECTRICAL CONTRACTOR SHALL PROVIDE A COMPLETE FIRE ALARM SYSTEM LAYOUT (SEE SHEETS F01.1, F01.2, AND F01.3) AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND ALL APPLICABLE CODES, AND COMPATIBLE WITH THE LANDLORD'S FIRE ALARM SYSTEM. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO INQUIRE WITH THE LANDLORD'S REPRESENTATIVE ON ANY FIRE ALARM SYSTEMS IN USE AT THE MALL AT THE TIME OF BID. IF THE FIRE ALARM SYSTEM IS NOT ADEQUATELY DESCRIBED ON THE DRAWINGS, THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR INFORMING THE GENERAL CONTRACTOR AND INCLUDE THE COST AS A SEPARATE LINE IN BID. NO ADDITIONAL MONIES SHALL BE AWARDED FOR TIE -IN REQUIREMENTS TO A LANDLORD'S FIRE ALARM SYSTEM THAT IS IN EXISTENCE AT THE TIME OF BID, WITHOUT A SEPARATE LINE ITEM. 9. ANY PENETRATION THROUGH THE ROOF OR WALL WITH CONTROL WIRING MUST BE SLEEVED IN A CONDUIT. 10. ALL 24 VOLT COMMUNICATION AND /OR SENSOR WIRING ASSOCIATED WITH HVAC SYSTEM SHALL BE FURNISHED BY HVAC EQUIPMENT MANUFACTURER AND INSTALLED BY ELECTRICAL CONTRACTOR. ALL FINAL CONNECTIONS SHALL BE BY MECHANICAL CONTRACTOR. ALL WIRING AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE N.E.C., LOCAL CODE, AND LANDLORD REQUIREMENTS. 11. FURNISH AND INSTALL GROUND WIRE CONNECTION (BY -PASS) BETWEEN WATER METER PLUMBING END PIPE USING CLAMP CONNECTORS. MAKE SURE PLUMBING METAWC WATER PIPE IS SECURELY GROUNDED AS PER N.E.C. AND LOCAL CODES. 12. IFS ENCLOSURE FURNISHED BY ESD &C AND INSTALLED BY ELECTRICAL CONTRACTOR IS HEREIN DESCRIBED: a. EQUIPMENT NOTED HAS BEEN PREPURCHASED BY EXPRESS STORE DESIGN & CONSTRUCTION. b. UNIT WILL BE SHIPPED TO THE PROJECT IN MULTIPLE SECTIONS AND THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR OFF - LOADING OF EQUIPMENT, INSPECTION OF EQUIPMENT FOR DAMAGES, VERIFICATION OF EQUIPMENT RECEIVED, ENSURING THAT THE EQUIPMENT RECEIVED IS COMPLETE AND MEETS THE SCHEDULED PANELS FOR THE PROJECT, MOVING AND MOUNTING OF SECTIONS AS WELL AS REASSEMBLING OF SAME INTO ONE COMPLETE UNIT PER MANUFACTURER'S REQUIREMENTS. c. ELECTRICAL CONTRACTOR IS TO CONNECT ALL PROVIDED INTERCONNECTING CABLES BETWEEN SECTIONS AND TORQUE CONNECTIONS PER MANUFACTURER'S REQUIREMENTS. d. ELECTRICAL CONTRACTOR IS TO CONNECT LIGHTING BRANCH CIRCUITS TO APPROPRIATE LOAD TERMINALS PROVIDED WITHIN IFS ENCLOSURE PER LIGHTING ZONES INDICATED IN THE PANEL SCHEDULE (LE: ZONE A, B, C, AND D). LINE SIDE WIRING AND LIGHTING CONTROL WIRING WILL BE PREWIRED BY MANUFACTURER AT FACTORY. COORDINATE EXACT TERMINAL NUMBER FOR EACH CIRCUIT CONNECTION WITH MANUFACTURER'S DRAWINGS. 8. ALL LIGHTING, RECEPTACLE, AND MISCELLANEOUS BRANCH CIRCUITS NOT SPECIFIED AS BEING CONTROLLED ARE TO BE WIRED DIRECTLY TO THE CORRESPONDING BRANCH BREAKER IN THE DESIGNATED PANEL f. ALL CONNECTIONS WITHIN THE TELEPHONE /DATA SECTION AND HVAC CONTROL SECTION OF THE IFS ENCLOSURE ARE TO BE PERFORMED BY OTHERS. 13. THE GENERAL CONTRACTOR'S FIRE SPRINKLER SUB - CONTRACTOR SHALL DESIGN AND INSTALL FIRE SPRINKLER SYSTEM CONFORMING TO LANDLORD'S CRITERIA, TENANT'S REQUIREMENTS, AND PER LOCAL CODES AND NFPA STANDARDS. 14. CENTER ALL FIXTURES IN CEILING TILE WHERE APPLICABLE. 15. THE ELECTRICAL AND TELEPHONE SERVICES SHALL BE INSTALLED TO THE REQUIREMENTS OF THE SERVING UTILITIES. THE MAIN SERVICE SHALL BE ABLE TO WITHSTAND THE AVAILABLE SHORT CIRCUIT CURRENT INDICATED (AIC) ON THE ONE -LINE DIAGRAM. 16. CONTRACTOR SHALL PROVIDE CUT SHEETS TO ESD&C FOR ALL EQUIPMENT AND DEVICES FURNISHED BY THE CONTRACTOR THAT DEVIATE FROM SPECIFIED ITEM FOR REVIEW AND APPROVAL PRIOR TO THE PURCHASE OF ANY SUCH EQUIPMENT OR DEVICES. 17. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR AND ARCHITECT FOR LOCATION, RESTRICTION, AND REQUIREMENTS OF ALL CONCRETE SAW CUTS. SAW CUTS SHALL BE PATCHED TO MATCH EXISTING CONCRETE. 18. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL ENSURE THE PROPER WORKING ORDER OF THE SYSTEM(S) AND MAKE ANY ADJUSTMENTS AS REQUIRED. POWER PLAN CONSTRUCTION NOTES NTS OODEO23AONOTE SHREMSHOCKENGINEERING, INC 6130 S. SR` ROAD WESTERV#I E > 31 =w 0 . 1. 614 -545 z 0 I- 0 z I- 0 W O [L• O_ - N EXPIRES f) f -/6 - fO I D T ' INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: m = s = 3 r 3 o C7 ¢ W a s Q W cC '' V ON N W W p owoH W 6 pmZ = - o ~ !!!!!! 6 W m ttn=__J x- p 2 mow p � z =ww =w! U) U U L a U Q p_ p �J Q O'ZwU U enwao° Ln���v o o W a w w C Px4x p C p = = s Q y U p C 0 w C Q b W w 2 H a O W F Li z VL rn W is N G 6�� W g= HHNea � �C ¢� W W tnap Uto J t�a = U o z � O C ~ gwQ°aa ( 2EW � p H � V r W a o o= W - j W 1 W 0 - W U p • U m QQ 2 C H¢n .c cno i_)H w to � � o CO W - DO ® zo] ,W J W w NW X cr) W J Wa °a 0- O W W REVISIONS: REQUIRED BY: LANDLORD COMMENTS B.O. COMMENTS RECEIVED JUN 0 6 2008 PERMIT CENTER ELECTRICAL POWER PLAN NOTES DRAWING NUMBER: 0 z cc ( ~ o 0 W ♦� 5 CO � 5 a8 II W in 0) o '- y DO CO EL 0 o Z U rr O " LU o 41 t c 42 C Ce 0_ 4 :( 0-0Q O_ O e co O o co E0 Q o = 0 0 H z V) W cn 0 I- W ce O- 0 w DATE 05/27/08 04/18/2008 AOH AOH RAP LOW VOLTAGE WIRING TO BE INSTALLED JURISDICTION OR LANDLORD. LOW VOLTAGE WIRING TO BE INSTALLED NOTE: CONTRACTOR SHALL FIELD IN CONDUIT AS REQUIRED BY IN CONDUIT DUE TO HARD CEILING. VERIFY LOW VOLTAGE WIRING IN CONDUIT PRIOR TO BID. I - LOW VOLTAGE WIRE IN CONDUIT NTS L OODE023LONOTE ,. SYMBOL DESCRIPTION MANUFACTURER & MODEL NUMBER REMARKS SINGLE RECEPT. W/ COVERPLATE 20 AMP, 120 VOLT DUPLEX RECEPT. W/ COVE RPLATE 20 AMP, 120 VOLT 4 QUAD. RECEPT. W/ COVERPLATE Y0 AMP, 120 VOLT Igil DUPLEX RECEPT. W/ COVERP LATE DEDICATED DUPLEX RECEPTACLE ON ISOLATED GROUND, 20 AMP, 120 VOLT K T TELEPHONE OUTLET WHITE COLOR RJ14C TELE. JACK IN SALES AND NON -SALES AREA. DATA /TELEPHONE OUTLET WHITE COLOR PLATE IN SALES AND IN NON -SALES AREA. Q JUNCTION BOX JUNCTION BOX, 4" X 4" X 2 1/8" DEEP MINIMUM ®-I MAGNETIC STARTER FULL VOLTAGE STARTER IN A NEMA 1 ENCLOSURE, SIZE 1 MINIMUM I DISCONNECT SWITCH HEAVY DUTY, FUSIBLE AND NON- FUSIBLE DELIVERY BUZZER TRANSFORMER TRANSFORMER AT 8' •O" A.F.F. �� a DELIVERY BUZZER SEE FLOOR PLAN FOR MOUNTING HEIGHT DELIVERY BUZZER PUSHBUTTON PUSH BUTTON UNIT AT 48" A.F.F. • ® CEILING SMOKE DETECTOR SYSTEM CONNECTED CEILING MOUNTED PHOTOELECTRIC TYPE SMOKE DETECTOR 0 DUCT SMOKE DETECTOR SYSTEM WITH SAMPLING CONNECTED TUBES DUCT MOUNTED PHOTOELECTRIC TYPE SMOKE DETECTOR COMPLETE 0 SINGLE PHASE MOTOR �TGI TRAFFIC COUNTER DUPLEX FLOOR RECEPT. W/ CDVERPLATE 20 AMP, 120 VOLT FLOOR BOX - ONE GANG BOX: 82414; LID: 53825 TWIST -LOCK RECEPTACLE DREAMSTEAMER - (FURNISHED BY ESD &C) DOOR CONTACT INSTALLED AT ALL EXIT DOORS, INCLUDING ROLLING GRILLES. DC MOTION DETECTOR CEILING OR WALL MOUNTED M D TWO GANG FLOOR BOX W/ RECEPT. LID 20 AMP, 120 VOLT, HUBBELL TWO GANG FLOOR BOX (1) B4214, W/ HUBBELL RECEPTACLE LIDS; (1) S3826 AND (1) S3825, WITH SEPARATION FOR POWER AND DATA OUTLET. r :-. 1 L.6 "f■ O KEYPAD KEYPAD MOUNTED AT 4' -4" A.F.F. SEE FLOOR PLAN FOR LOCATION 0 SENSOR SINGLE GANG BOX (2 "x4") FOR SENSOR AT 48" A.F.F. WITH FACE FLUSH TO DRYWALL T THERMOSTAT SINGLE GANG BOX (2 "x4 ") FOR THERMOSTAT AT 48" A.F.F. WITH FACE FLUSH TO DRYWALL ELECTRONICALLY OPERATED DAMPER REFER TO MECHANICAL DRAWINGS FOR SPECIFICATIONS. NOTE: ALL SYMBOLS MAY NOT BE USED ON THIS PROJECT. SHOWN FOR REFERENCE ONLY. POWER REFERENCE SCHEDULE NTS OODE023KONOTE E ELECTRICAL RESPONSIBILITY SCHEDULE E . REFER TO LANDLORD'S SPECIFICATIONS AND TENANT DESIGN CRITERIA FOR NECESSARY INFORMATION AND COORDINATION WITH OTHER TRADES. COORDINATE ALL WORK WITH ALL TRADES INCLUDED BUT NOT LIMITED TO MECHANICAL, PLUMBING, FIRE PROTECTION, AND STRUCTURAL CONTRACTORS. INSTALL ALL WORK TO CLEAR NEW AND EXISTING ARCHITECTURAL AND STRUCTURAL MEMBERS. NO ITEM SUCH AS PIPE, DUCT, ETC. IS TO BE IN CONTACT WITH ANY EQUIPMENT. . ANY DISCREPANCY BETWEEN ESD &C DRAWINGS AND TENANT CRITERIA, ESD &C DRAWINGS SHALL TAKE PRECEDENCE. . THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC TO THE EXTENT THAT ALL INSTALLED ITEMS AND LOCATIONS ARE NOT EXACTLY PLACED AND ARE NOT TO BE SCALED. ALL CONDUITS SHALL BE RUN TO SUIT CONDITIONS IN THE FIELD. CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY ON THESE PLANS AND DO NOT NECESSARY REFLECT THE EXACT CONDUIT LOCATIONS. ALL CONDUITS SHALL BE RUN INSIDE SHELL OF BUILDING AND UNDER INSULATED CEILING TO AVOID HIGH AMBIENT TEMPERATURE CONDITION. . IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO SCHEDULE ALL ELECTRICAL INSPECTIONS REQUIRED BY THE BUILDING DEPARTMENT AND SERVING UTILITIES, AND EACH CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OR HER PERMITS AND INSPECTION FEES. . BEFORE COMMENCING ANY WORK, CONTRACTORS SHALL REVIEW THE LATEST NATIONAL, STATE, AND LOCAL CODE REQUIREMENTS, INCLUDING LANDLORD CRITERIA, AND PERFORM THE WORK IN STRICT ACCORDANCE WITH THESE. IN CASE OF CONFLICT, THE STRICTER REQUIREMENTS WILL PREVAIL . CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTING HIS OR HER BID. FOR THE PURPOSE OF SURVEYING EXISTING CONDITIONS, WHICH MAY AFFECT THE WORK TO BE DONE UNDER THIS SECTION, ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE GENERAL CONTRACTOR, ESD &C, OR THE LANDLORD'S FIELD REPRESENTATIVE FOR CLARIFICATION. . AFTER BID, ANY QUESTIONS RELATING TO SPECIFIC M, E, OR P ISSUES ARE TO BE DIRECTED AS RFI'S THROUGH THE ESD &C PROJECT MANAGER. . SHOULD THE SPACE HAVE BEEN INACCESSIBLE FOR INSPECTION, CONTRACTOR MUST INDICATE SO ON HIS OR HER BID. . NO ADDITIONAL COMPENSATION SHALL BE MADE FOR ANY CHANGE ORDERS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOBSITE AND /OR PREDETERMINE ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS OR HER BID. 10. THE CONTRACTOR, WITHIN FIFTEEN (15) DAYS OF THE AWARD OF THE CONTRACT, SHALL SUBMIT TO THE OWNER, SIX (6) COPIES OF A COMPLETE LIST OF MATERIALS AND EQUIPMENT PROPOSED FOR THE JOB INCLUDING ALL DATA, PART NUMBERS, RATING CAPACITY, SIZE, DIMENSIONS, ELECTRICAL DATA, GRADE, MANUFACTURER, AND ANY OTHER DESCRIPTIVE DATA FOR ALL EQUIPMENT OR SYSTEMS THAT DEVIATE FROM SPECIFIED ITEMS. ANY DELAYS OR COSTS DUE TO THESE DEVIATIONS, WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11. CONTRACTOR SHALL REMOVE ALL ABANDONED WIRING WHICH IS NOT TO BE REUSED. ABANDONED WIRING SHALL BE DISCONNECTED AND REMOVED FROM CONDUIT OR RACEWAY. AS -IS PRACTICAL, CONDUIT AND /OR RACEWAYS SHALL REMAIN WITH PULL STRING AND CAPPED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL UNUSED OR ABANDONED MATERIALS AND EQUIPMENT AND ITS REMOVAL OFF THE TENANT'S AND LANDLORD'S PREMISES. 12. OWNER RESERVES THE RIGHT TO HAVE CONSTRUCTION REVIEWED BY AN OUTSIDE CONSULTANT PRIOR TO ACCEPTANCE OF THE PROJECT. 13. EACH CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP RELATED TO HIS OR HER WORK FOR A MINIMUM PERIOD OF ONE YEAR FROM THE DATE WHICH THE OWNER ACCEPTS THE PROJECT. THE CONTRACTOR, AT NO ADDITIONAL COST TO THE OWNER OR TENANT, SHALL CORRECT ANY DEFECTS IN MATERIALS OR WORKMANSHIP DURING THIS GUARANTEE PERIOD. 14. EACH CONTRACTOR SHALL BE RESPONSIBLE AND ENSURE A CLEAN INSTALLATION, ESPECIALLY IN EXPOSED CEILING AREAS. THE FINAL APPROVAL OF THIS WORK WILL BE ISSUED BY ESD &C PROJECT MANAGER. 15. PROVIDE THREE SETS OF "AS- BUILT" DRAWINGS AND TWO BOUND SETS OF ALL OPERATIONS MANUALS, DIAGRAMS, SERVICE CONTRACTS, AND GUARANTEES TO ESD &C PRECEDENT TO FINAL PAYMENT. A REPORT PREPARED BY AN INDEPENDENT AIR BALANCE CONTRACTOR, HIRED BY GC, MUST BE INCLUDED IN THE CLOSEOUT PACKAGE. 16. THE ABBREVIATION "ESD &C ", WHEREVER IT APPEARS IN THESE ELECTRICAL DRAWINGS, SHALL REFER TO "EXPRESS BRANDS STORE DESIGN AND CONSTRUCTION ". 17. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS OF ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF HIS OR HER SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 18. THESE PLANS MAY BE USED FOR CONSTRUCTION ONLY AFTER APPROVAL IS OBTAINED FROM THE BUILDING DEPARTMENT ELECTRICAL PLAN CHECK DIVISION AND THAT DIVISION'S STAMPED APPROVAL AND AUTHORIZED SIGNATURE APPEAR ON THE PLANS. 19. REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION WORK. 20. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT FIXTURE LOCATION. 21. DESIGN AND CIRCUITRY MAY BE BASED ON AS -BUILT DRAWINGS. GC AND ELECTRICAL CONTRACTOR SHALL VERIFY ACCURACY OF AS -BUILT DRAWINGS. IN CASE OF DISCREPANCY, ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUITS, CONDUCTORS, BOXES, MISCELLANEOUS FITTINGS, ETC. FOR A COMPLETE AND OPERABLE SYSTEM FOR HOME RUNS SHOWN. BRANCH CIRCUIT INSTALLATION SHALL COMPLY WITH SPECIFICATIONS AND LATEST N.E.C. 22. WHERE PRACTICAL AND WHERE CONDUIT CONDITION WARRANTS, CONTRACTOR MAY REUSE APPROPRIATE EXISTING CONDUIT SYSTEM. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CORRECT ANY AND ALL EXISTING CODE VIOLATIONS IN CONDUIT SYSTEMS TO BE REUSED. CONTRACTOR MUST OBTAIN THE ESD &C PROJECT MANAGER'S PERMISSION IN WRITING. 23. IF APPLICABLE, RECONNECT, COMPLETE, AND MAKE OPERABLE ALL EXISTING LIGHTING, RECEPTACLES, AND CIRCUITRY. 24. PRIOR TO INSTAWNG ANY UNDERGROUND CONDUIT, VERIFY CONDUIT SIZES AND POINTS OF SERVICE WITH THE SERVING UTILITIES. 25. ALL CONDUCTORS ARE TO BE STANDARD ANNEALED COPPER CONDUCTORS WITH TYPE THHN INSULATION, UNLESS NOTED OTHERWISE, AND SHALL RUN FROM POINT TO POINT IN APPROVED CONDUIT. ALL CONDUITS, WHEN EXPOSED IN AREA WITH NO CEILING (EXCEPT STOCKROOM AREAS), SHALL BE INSTALLED IN RACKED FORM, WITH FITTED CONDUIT AND PARALLEL TO STRUCTURAL MEMBERS. 26. ALL CONDUCTORS SHALL BE PHYSICALLY IDENTIFIED AT EACH END FOR CIRCUIT USAGE AND CONTINUITY. 27. GENERALLY, ALL CONDUITS SHALL BE CONCEALED EXCEPT FOR UNFINISHED AREAS, SUCH AS EQUIPMENT ROOMS. EXPOSED CONDUIT SHALL BE ALLOWED ONLY AS NOTED ON PLAN AND AS APPROVED BY ESD &C'S PROJECT MANAGER. PAINTING OF CONDUITS, NOTED ON DRAWINGS OR SPECIFICATIONS WILL BE BY GENERAL CONTRACTOR. ELECTRICAL GENERAL NOTES NTS OODEO23CONOTE . CIRCUITING INDICATED ON PLAN IS PARTIALLY DIAGRAMMATIC FOR CLARITY. CIRCUITING SHALL BE "THRU- WIRING" WHERE AND WHENEVER POSSIBLE. FIELD VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF ALL HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR PRIOR TO ORDERING RELATED ELECTRICAL EQUIPMENT. ALL RECEPTACLE CIRCUITS UP TO 100' -O" SHALL UTILIZE 112 CONDUCTORS MINIMUM. ALL RECEPTACLE CIRCUITS FROM 100' -1" TO 150' -0" IN LENGTH SHALL UTILIZE #10 CONDUCTORS MINIMUM. ALL RECEPTACLE CIRCUITS 150' -1" UP TO 250' -O" IN LENGTH SHALL UTILIZE #8 CONDUCTORS MINIMUM. CIRCUITS ABOVE 250' -0" SHALL UTILIZE #6 CONDUCTORS MINIMUM. PLACEMENT OF ALL RECEPTACLES IN THE SALES AREA SHALL BE INTENTIONAL (I.E. - CENTERED ON COLUMNS, WALL FEATURES OR TIGHT TO CORNERS), UNLESS OTHERWISE NOTED. IF THE RECEPTACLE IS NOT SHOWN IN A DESIRABLE LOCATION, FIELD VERIFY EXACT PLACEMENT OF RECEPTACLE WITH ESD &C'S PROJECT MANAGER PRIOR TO ROUGH IN. ALL RECEPTACLES AND COVERS (DUPLEX, QUADRAPLEX, ETC) SHALL BE THE COLORS AS NOTED IN THE ELECTRICAL POWER PLAN NOTES AND SCHEDULES. . ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. . ACCESS TO ALL COMPONENTS AND EQUIPMENT MUST BE PROVIDED TO MEET CODE AND SERVICE /MAINTENANCE EASE. WHERE DRYWALL CEILINGS ARE USED IN THE "SALES" AREA, THE ELECTRICAL CONTRACTOR SHALL ARRANGE CIRCUITS TO AVOID THE USE OF JUNCTION BOXES IN INACCESSIBLE LOCATIONS. THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILINGS SHALL BE LIMITED TO LOCATIONS NEAR ACCESS FRAMES USED FOR DIFFUSERS AND RETURN AIR GRILLES OR ACCESS PANELS AS LOCATED ON PLANS. IF PLAN LOCATION IS NOT ACCEPTABLE, IMMEDIATELY CONTACT ESD &C PROJECT MANAGER. . ELECTRICAL CONTRACTOR SHALL PROVIDE A COMPLETE FIRE ALARM SYSTEM LAYOUT (SEE SHEETS F01.1, F01.2, AND F01.3) AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND ALL APPLICABLE CODES, AND COMPATIBLE WITH THE LANDLORD'S FIRE ALARM SYSTEM. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO INQUIRE WITH THE LANDLORD'S REPRESENTATIVE ON ANY FIRE ALARM SYSTEMS IN USE AT THE MALL AT THE TIME OF BID. IF THE FIRE ALARM SYSTEM IS NOT ADEQUATELY DESCRIBED ON THE DRAWINGS, THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR INFORMING THE GENERAL CONTRACTOR AND INCLUDE THE COST AS A SEPARATE LINE IN BID. NO ADDITIONAL MONIES SHALL BE AWARDED FOR TIE -IN REQUIREMENTS TO A LANDLORD'S FIRE ALARM SYSTEM THAT IS IN EXISTENCE AT THE TIME OF BID, WITHOUT A SEPARATE LINE ITEM. 9. ANY PENETRATION THROUGH THE ROOF OR WALL WITH CONTROL WIRING MUST BE SLEEVED IN A CONDUIT. 10. ALL 24 VOLT COMMUNICATION AND /OR SENSOR WIRING ASSOCIATED WITH HVAC SYSTEM SHALL BE FURNISHED BY HVAC EQUIPMENT MANUFACTURER AND INSTALLED BY ELECTRICAL CONTRACTOR. ALL FINAL CONNECTIONS SHALL BE BY MECHANICAL CONTRACTOR. ALL WIRING AND EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE N.E.C., LOCAL CODE, AND LANDLORD REQUIREMENTS. 11. FURNISH AND INSTALL GROUND WIRE CONNECTION (BY -PASS) BETWEEN WATER METER PLUMBING END PIPE USING CLAMP CONNECTORS. MAKE SURE PLUMBING METAWC WATER PIPE IS SECURELY GROUNDED AS PER N.E.C. AND LOCAL CODES. 12. IFS ENCLOSURE FURNISHED BY ESD &C AND INSTALLED BY ELECTRICAL CONTRACTOR IS HEREIN DESCRIBED: a. EQUIPMENT NOTED HAS BEEN PREPURCHASED BY EXPRESS STORE DESIGN & CONSTRUCTION. b. UNIT WILL BE SHIPPED TO THE PROJECT IN MULTIPLE SECTIONS AND THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR OFF - LOADING OF EQUIPMENT, INSPECTION OF EQUIPMENT FOR DAMAGES, VERIFICATION OF EQUIPMENT RECEIVED, ENSURING THAT THE EQUIPMENT RECEIVED IS COMPLETE AND MEETS THE SCHEDULED PANELS FOR THE PROJECT, MOVING AND MOUNTING OF SECTIONS AS WELL AS REASSEMBLING OF SAME INTO ONE COMPLETE UNIT PER MANUFACTURER'S REQUIREMENTS. c. ELECTRICAL CONTRACTOR IS TO CONNECT ALL PROVIDED INTERCONNECTING CABLES BETWEEN SECTIONS AND TORQUE CONNECTIONS PER MANUFACTURER'S REQUIREMENTS. d. ELECTRICAL CONTRACTOR IS TO CONNECT LIGHTING BRANCH CIRCUITS TO APPROPRIATE LOAD TERMINALS PROVIDED WITHIN IFS ENCLOSURE PER LIGHTING ZONES INDICATED IN THE PANEL SCHEDULE (LE: ZONE A, B, C, AND D). LINE SIDE WIRING AND LIGHTING CONTROL WIRING WILL BE PREWIRED BY MANUFACTURER AT FACTORY. COORDINATE EXACT TERMINAL NUMBER FOR EACH CIRCUIT CONNECTION WITH MANUFACTURER'S DRAWINGS. 8. ALL LIGHTING, RECEPTACLE, AND MISCELLANEOUS BRANCH CIRCUITS NOT SPECIFIED AS BEING CONTROLLED ARE TO BE WIRED DIRECTLY TO THE CORRESPONDING BRANCH BREAKER IN THE DESIGNATED PANEL f. ALL CONNECTIONS WITHIN THE TELEPHONE /DATA SECTION AND HVAC CONTROL SECTION OF THE IFS ENCLOSURE ARE TO BE PERFORMED BY OTHERS. 13. THE GENERAL CONTRACTOR'S FIRE SPRINKLER SUB - CONTRACTOR SHALL DESIGN AND INSTALL FIRE SPRINKLER SYSTEM CONFORMING TO LANDLORD'S CRITERIA, TENANT'S REQUIREMENTS, AND PER LOCAL CODES AND NFPA STANDARDS. 14. CENTER ALL FIXTURES IN CEILING TILE WHERE APPLICABLE. 15. THE ELECTRICAL AND TELEPHONE SERVICES SHALL BE INSTALLED TO THE REQUIREMENTS OF THE SERVING UTILITIES. THE MAIN SERVICE SHALL BE ABLE TO WITHSTAND THE AVAILABLE SHORT CIRCUIT CURRENT INDICATED (AIC) ON THE ONE -LINE DIAGRAM. 16. CONTRACTOR SHALL PROVIDE CUT SHEETS TO ESD&C FOR ALL EQUIPMENT AND DEVICES FURNISHED BY THE CONTRACTOR THAT DEVIATE FROM SPECIFIED ITEM FOR REVIEW AND APPROVAL PRIOR TO THE PURCHASE OF ANY SUCH EQUIPMENT OR DEVICES. 17. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR AND ARCHITECT FOR LOCATION, RESTRICTION, AND REQUIREMENTS OF ALL CONCRETE SAW CUTS. SAW CUTS SHALL BE PATCHED TO MATCH EXISTING CONCRETE. 18. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL ENSURE THE PROPER WORKING ORDER OF THE SYSTEM(S) AND MAKE ANY ADJUSTMENTS AS REQUIRED. POWER PLAN CONSTRUCTION NOTES NTS OODEO23AONOTE SHREMSHOCKENGINEERING, INC 6130 S. SR` ROAD WESTERV#I E > 31 =w 0 . 1. 614 -545 z 0 I- 0 z I- 0 W O [L• O_ - N EXPIRES f) f -/6 - fO I D T ' INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: m = s = 3 r 3 o C7 ¢ W a s Q W cC '' V ON N W W p owoH W 6 pmZ = - o ~ !!!!!! 6 W m ttn=__J x- p 2 mow p � z =ww =w! U) U U L a U Q p_ p �J Q O'ZwU U enwao° Ln���v o o W a w w C Px4x p C p = = s Q y U p C 0 w C Q b W w 2 H a O W F Li z VL rn W is N G 6�� W g= HHNea � �C ¢� W W tnap Uto J t�a = U o z � O C ~ gwQ°aa ( 2EW � p H � V r W a o o= W - j W 1 W 0 - W U p • U m QQ 2 C H¢n .c cno i_)H w to � � o CO W - DO ® zo] ,W J W w NW X cr) W J Wa °a 0- O W W REVISIONS: REQUIRED BY: LANDLORD COMMENTS B.O. COMMENTS RECEIVED JUN 0 6 2008 PERMIT CENTER ELECTRICAL POWER PLAN NOTES DRAWING NUMBER: 0 z cc ( ~ o 0 W ♦� 5 CO � 5 a8 II W in 0) o '- y DO CO EL 0 o Z U rr O " LU o 41 t c 42 C Ce 0_ 4 :( 0-0Q O_ O e co O o co E0 Q o = 0 0 H z V) W cn 0 I- W ce O- 0 w DATE 05/27/08 04/18/2008 AOH AOH RAP MANAGER'S OFFICE H.C.F.R.1. F.R.3. F.R.S. • NOTE: REFER TO SHEET E03.2 FOR LIGHTING PLAN CODED NOTES. NOTE: REFER TO SHEET E05.1 FOR PANEL SCHEDULES AND LIGHTING ZONE DESIGNATIONS. NOTE: REFER TO SHEET E03.3 FOR ELECTRICAL LIGHTING SCHEDULE AND LIGHT DESCRIPTIONS. NOTE: GENERAL CONTRACTOR SHALL VERIFY CEILING FIRE RATING WITH ARCHITECT, AND BOX OR TENT ALL RECESSED LIGHT FIXTURES, IF REQUIRED, TO MAINTAIN CEILING FIRE RATING. NOTE: ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL SHEETS FOR MOUNTING HEIGHTS AND INSTALLATION DETAILS FOR SUSPENDED LIGHTING IN DENIM AND NON -SALES AREAS. VERIFY ALL FIELD CONDITIONS PRIOR TO BID SHREMSHCCK: ENGINEERING, INC 6130 S. j ROAD WESTE —4 3O81 614-545S REQUIRED BY: DS LANDLORD COMMENTS 1 B.D. COMMENTS DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: RECEIIV PERMIT CENTER ELECTRICAL CONTRACTOR SHALL INSTALL OCCUPANCY MOTION SENSOR SWITCH FOR CONTROL OF LIGHTS AS SHOWN. ELECTRICAL CONTRACTOR SHALL SET SWITCH FOR 15 MINUTES. LL BE CONTROLLED BY S AME DEVICE THAT CONTROLS LIGHTS IN RESTROOM. FURNISH AND INSTALL JUNCTION BOX, TOGGLE DISCONNECT SWITCH IN NON— VISIBLE LOCATION, AND FINAL CONNECTION FOR 120 VOLT SIGN. SIGN IS FURNISHED WITH INTERNAL GROUND FAULT PROTECTION BY SIGN MANUFACTURER PER M.E.C. ARTICLE 600.23(8). VERIFY EXACT LOCATION OF JUNCTION BOX WITH SIGN DETAILS ON ARCHITECTURAL DRAWINGS. (REUSE EXISTING JUNCTION BOX AND CONDUIT INTO SPACE IF ALREADY INSTALLED. VERIFY IN FIELD EXACT LOCATION ON CANOPY). THE CIRCUIT FOR SIGNAGE MUST BE A DEDICATED ISOLATED 4 —LINE CIRCUIT CONSISTING OF HOT, NEUTRAL, AND TWO (2) GROUND WIRES LEADING DIRECTLY TO THE PANEL. CIRCUIT EXIT AND EMERGENCY /NIGHT LIGHT BATTERY BACKUP BALLAST TO LOCAL CIRCUIT AHEAD OF ALL SWITCHING. ELECTRICAL CONTRACTOR SHALL MOUNT EXIT SIGN /EMERGENCY LIGHT TO JUNCTION BOX ATTACHED TO CONDUIT HANGING FROM STRUCTURE ABOVE. REFER TO ARCHITECTURAL SHEETS FOR MOUNTING HEIGHTS AND EXACT LOCATIONS. SPEAKERS IN DENIM AREA SHALL BE WALL MOUNTED WITH BOTTOM OF SPEAKER AT 14' -6" A.F.F. VERIFY ALL REQUIREMENTS WITH ARCHITECT AND EQUIPMENT MANUFACTURER PRIOR TO WORK COMMENCEMENT. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL JUNCTION BOX AT DENIM WALL SIGN LOCATION. CONTACT SIGN DESIGNER FOR EXACT LOCATION PRIOR TO COMMENCEMENT OF WORK. EXIT SIGN SHALL BE TOP MOUNTED TO J —BOX SUSPENDED FROM CEILING, WITH BOTTOM OF FIXTURE 12' -2" A.F.F. AND 6" AWAY FROM FINISHED SOFFIT. VERIFY ALL FIELD CONDITIONS PRIOR TO BID - W Z ▪ p p U ! w a y W a� O Z Q O & p "962 =r6: C W mt 5 LU W 0 - W = = 2 J C W a a . N 3W L fi C • LU W W f:C a2 =c°a ti � z o� Wm =o w — o z oaom o 0 Q fUl LT. O ▪ f�. f 0 d O U r d � t_ p a , U f]CO a' O U z U W W W ' a - W � J V CC afnO • W Oy�y yOjta • ELI BOO tn W QO � �j = - • yj 2 C a _Ea OZ�s6 w r g > O W :7;0,1; C] H f1 W 4] • m • �J ~ C W S H m � fn �a N 2 O m W W E VJ U m, V • a ¢ w DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: a L W 4 d W a W W O p Q � lY O 0 W 0 2 r Q = H W 2 2 [ a P Q myW a 4 W a O U L1 UFN P . -�rWn H Q C O U n p 4 s "'a��m a cSa Q_ W . ill: x 9 Y 2: p O O U �� 4 s i.:- C Z S . y U fn U N C W � Vf C WO U ri = O z O. :21::"L6-t 711 [1i9 to � � W 6 W Q ;Td °a yfa U N 62 i�s pz0 o z z L� = g W C O • 2 s 7 3 p O Q z , 9om Uy [=' Y W N: _ _ W Y a ▪ a . • • WS d W C? O j a U@ F 4 ¢ • 4 • u) C) U H a .-__ w CA __I ELECTRICAL LIGHT FIXTURE SCHEDULE SYMBOL DESCRIPTION MANUFACTURER & MODEL NUMBER HEIGHT LAMP WATTAGE VOLTAGE A4 6' DIAMETER RECESSED COMPACT FLUORESCENT DOWNUGHT, CLEAR CONE, MATTE FINISH, ELECTRONIC BALLAST. SELF FLANGED REFLECTOR HALO — PORTFOLIO: C7032- 1E- 7001 —I1 JJGHTOUER— CALCULiTE: 8021CCDP. 56132BU JUNO: CV6- 126/32T- 600C -5F 10 7/8" 32 watt, T4, 4Pin GX24q -3 Base, Triple Compact Fluorescent, 3000K, 82CRI, Hrs. 36 WATTS 120 VOLTS A6 6' DIAMETER RECESSED COMPACT FLUORESCENT DOWNUGHT, EMERGENCY BALLAST, CLEAR CONE, MATTE FINISH WITH EM TEST SWITCH IN TRIM 11GHTOUER— CALCULTE: 8021CCDPE-6132BUEM 9 5 /8" 26 watt, T4, 4Pin GX24q -3 B Triple Compact Fluorescent, 3O00K, 82CRI, 10,000 Hrs. 32 WATTS 120 V A 7' DIAMETER RECESSED HALOGEN 'A' LAMP DOWNUGHT, CLEAR CONE, MATTE FINISH, SELF FLANGED REFLECTOR HD7- 7701 —H -75 JJGHTOUER— CALCULATE: C7055CCDP— C700 -75 JUNO: TC906- 643C —SF -75 10 5/8 " 75 watt, BT -15. Medium Screw Base, Tungsten Halogen, 3,000 Hrs. 75 WATTS 120 120 VOLTS B6 4' DIAMETER RECESSED ADJUSTABLE MR16 ACCENT LIGHT, CONICAL DROP HINGE LAMP, INDUSTRIAL SILVER FINISH, 358' ROTATION, 85' ADJUSTABILITY, INTEGRAL ELECTRONIC TRANSFORMER, SECURE HOUSING TO STRUCTURE RSA: MLV3087. C500/EL/MBA-35 CON —TECH: LVR316. CTR325 —S -35 3 1/2' 35 waft HIR. MR1 fi, 2 Pin GX 5.3 Bose, Quartz Halogen, Narrow Flood 24', 5000 Hrs. 35 WATTS 12/120 VOLTS BO 3' DIAMETER RECESSED ADJUSTABLE MR16 ACCENT LIGHT, CONICAL DROP HINGE LAMP, MATTE WHITE FINISH, 358' ROTATION, B5' ADJUSTABILITY. INTEGRAL ELECTRONIC TRANSFORMER, SECURE HOUSING TO STRUCTURE RSA: MLV3084 0500/EL/MBA -35 CON —TECH: LVR316. CTR325 3 1/2' 35 waft HIR, MR16, 2 Pin GX 5.3 Base, Quartz Halogen, Narrow Flood 24', 5000 Hrs. 35 12/120 VOLTS C2 4' DIAMETER RECESSED HALOGEN MR16 LENSED WALLWASHER, CLEAR CONE, MATTE FINISH, SELF FLANGED REFLECTOR UTHONIA— GOTHAM: DLV WSH MR16 4AC LD 120 -35 6 3/4" 35 watt HIR. MR16, 2 Pin GX 5.3 Base, Quartz Halogen, Narrow Flood 24', 5000 Hrs. 35 WATTS 12/120 VOLTS CA CERAMIC METAL HALIDE TRACK HEAD, INTEGRAL ELECTRONIC BALLAST, COLOR CORRECTION REFLECTOR, SHOOT, WHITE FINISH AMERLUX: CYTL 20 T4GU6.5 E WT TJ1 120 F4 092690 SN WT 5 7/16" 20 watt, Ceramic Metal Halide, T4, GU6.5 TM. base, 3000K, 80CRI 25 WATTS 120 VOLTS FG 4' SURFACE MOUNTED BARE LAMP FLUORESCENT STRIP, ELECTRONIC BALLAST, 1 LAMP IN SECTION, WiTH EMERGENCY PACK. WIRE GUARD. MERCURY: MM- 132— OCT— C— ELB- 120V —EMPK 3 1/4 32 Walt, T8, Medium BI —Pin Base, linear Fluorescent, 3000K, 82 CRT, 20,000 Hrs. 32 WATTS 120 VOLTS FR 4' SURFACE MOUNTED BARE LAMP FLUORESCENT STRIP, ELECTRONIC BALLAST 1 LIMP IN SECTION GUARD MERCURY: MM- 132— OCT— C— ELB -120V. WC —MM -140 METALUX: SN-132—LRS-120—EB81. WG /SN -4FT DURAY: EOH1132. WG-3' 3 1/ 32 Watt, T8, Medium Bi —Pin Base, linear Fluorescent, 3000K, 82 CRI, 20,000 Hrs. 32 WATTS 120 VOLTS VOLTS FT 8' SURFACE MOUNTED BARE LAMP FLUORESCENT STRIP, ELECTRONIC BAWiST, 1 LAMP IN SECTION, (2) 4' SECTIONS TANDEM WIRED ON ONE BALLAST, QUICK CONNECT PLUGS WIRE GUARD MERCURY: 1114- 132— OCT /8T— C— ELB -120V. 3 1/4' 32 Watt, T8, Medium BI —Pin Bose, linear Fluorescent, 3000K, 82 CRT, 20,000 Hrs. 58 8 WATTS 120 VOLTS (2)WG —MM -140 METALUX: 8TSN- 132 —LRS- 120 —E881. (2)WG /SN -4FT DURAY: E0H113212. (2)WG -3" FU 12' SURFACE MOUNTED BARE LAMP FLUORESCENTSTRIP, ELECTRONIC BALLAST, 1 LAMP IN SECTION, (3) 4 ' SECTIONS TANDEM WIRED ON ONE BALLAST, QUICK CONNECT PLUGS WIRE GUARD MERCURY: MM- 132— OCT /12T— C— ELB -120V, 3 1/4' 32 Watt, T8, Medium Bi —Pin Base, linear Fluorescent, 3000K, 82 CRT, 20,000 Hrs. 85 WATTS 120 VOLTS (3)WG —MM -140 METALUX: 12T5N- 132 —LR5- 120 —EB$1. (3)WG /5N -4FT DURAY: EQH1 1 3217 -1 2'. (3)1I/G-3' =0__I FW 16' SURFACE MOUNTED BARE LAMP FLUORESCENT STRIP, ELECTRONIC BALLAST, 1 LAMP IN SECTION. (4) 4' SECTIONS TANDEM WIRED ON ONE BALLAST, QUICK CONNECT PLUGS WIRE GUARD MERCURY: MM- 132— OCT /16T— C— ELB -120V. 3 1/4' 32 Watt, TB, Medium Bt —Pin Base, linear Fluorescent, 3000K, 82 CRT, 20,000 Hrs. 112 WATTS 120 VOLTS ( 4 MM -140 METALUX: 16TSN -132 120 —EB81. (4)WG /SN -4FT �LRS- DURAY: EQH113212 -16, (4)WG -3 H5 4' DIAMETER RECESSED QUARTZ HALOGEN OOWNLIGHT, INTEGRAL ELECTRONIC TRANSFORMER. CLEAR CONE. CHROME TRIM, NEW CONSTRUCTION HOUSING RSA: MLV2051. C500/EL/MBA-20 5 1/2. 20 watt, T4, GY6.35 Bi Pin Base, Halogen, 3000 Hrs. 20 WATTS 12/120 VOLTS CON —TECH: LVR316—S. CTR311— GY —P -20 N 1 X 4' SURFACE MOUNTED SINGLE LAMP FLUORESCENT TROFFER, PRISMATIC ACRYLIC LENS, ELECTRONIC BALLAST MERCURY: M30- 132— OCT- 9A— ELB -120V 3 3 32 Waft TB, Medium Bi—Pin B ase, Unear Fluorescent, 3000K, 82 CRT, 2%000 Hrs. 3 2 WATTS 120 VOLT$ METALUX: WC -132A- 120 —EBB' T2 PAR30 FRONT LOADING GIMBAL RING TRACK HEAD, MATTE WHITE FINISH CON —TECH; CTL2830P -40 8' 40 watt, PAR30, Medium Screw Base, IRC, Flood 25', 4200 Hrs. 40 WATTS 120 VOLTS JUNO. 1(689WH -50 MAI& L1730P -50 INDY: 133T —W -50 TA MR16 GIMBAL RING TRACK HEAD, INTEGRAL ELECTRONIC TRANSFORMER, MATTE WHITE FINISH CON —TECH: CTL811SP. LA2050P -35 3 3 /4" 35 watt HIR, MR16, 2 Pin GX 5.3 Base, quart Halogen, z aogen, Narrow Flood 24', 5000 Hrs. 35 WATTS 120 VOLTS JUNO: VS96WH. T538WH -35 HALO: L2717P -35 INDY: 78TL —W -35 TD 4 1/4" DIAMETER TRACK MOUNTED PAR30 METAL HALIDE TRACKHEAD, INTEGRAL ELECTRONIC BALLAST, MATTE WHITE FINISH CON —TECH: CTL1610M /39MH —P 101/2 39 Watt, PAR30, Medium Base. Metal Halide, Clear, 3000K, 85 CRT, Flood 30'. 9000 Hrs. 46 WATTS 120 VOLTS TP PENDENT MOUNTED SINGLE CIRCUIT TRACK MATTE WHITE FINISH CON —TECH: LT2P —LT12P w/LA5012P— LA5118P 11 16" / — _ 120 VOLTS JUNO: T2WH —T12WH w/T90WH -12 -48 or T91WH -12 -48 HALO L650P —L653P w /L992P. L48P INDY: 2T —W — 12T —W w /50T -18W — 48W or 5OLE -181y — 48W or 51T -18W — 48! or S J8W — Mt TS SURFACE MOUNTED SINGLE CIRCUIT TRACK, MATTE WHITE FINISH CON —TECH: LT2P. LT4P. LT6P. LiSP. LT12P as required 11/16 " - _ 120 VOLTS JUNO: T2WH. T4WH. T6WII. TSWH. T12WH as required HALO: L650P. L651P. L652P. L653P as required INDY: 2T —W. 4T —W. 5T —W. 8T —W. 12T —W as required X2 SEMI — RECESSED CEILING MOUNTED LED EXIT SIGN, EDGE UT, S LURE FACE, NO—MOLDED, WEDGE ACRYLIC. HIGH —UTES: LED— BPN— RXFO -2 —RC — LED 4 WATTS 120 VOLTS , INTEGRAL LECY EC EM X6 THERMOPLASTIC EXIT SIGN, UNIVERSAL MOUNTING CEIUNG/WALL, LED LAMPS AND INTEGRAL BATTERY BACK UP FOR 90 MINUTES ASTRAUTE: TPURWEM — LED 4 WATTS 120 VOLTS X9 RECESSED EMERGENCY LIGHT FOR SALES FLOOR USE, ADJUSTABLE LAMP, INTEGRAL BATTERY FOR EMERGENCY OPERATION HIGHLITES: AG -1 -16 — (1) SW Halogen 8 WATTS 120 VOLTS JJGHTALARM5: 80 @PJfLH5 XA SEMI — RECESSED CEILING MOUNTED EMERGENCY LIGHT FOR SALES FLOOR USE, (2) ADJUSTABLE LAMPS BELOW CEILING UNE, INTEGRAL BATTERY FOR EMERGENCY OPERATION. HIGHUTES: XC —R-05 — (2) 4W Halogen 8 WATTS 120 VOLTS NOTES FIXTURES ARE FURNISHED BY ESD&C UNLESS OTHERWISE NOTED. LIGHT FIXTURES AND WIRING METHODS WITHIN PLENUM CEILING SHALL BE "PLENUM APPROVED" AS PER LOCAL ORDINANCES. LIGHT FIXTURES WITH 'EM' AFTER FIXTURE DESIGNATION SHALL BE PROVIDED WITH AN EMERGENCY BALLAST, PRODUCING A MINIMUM OF 1000 LUMENS FOR (1) 48" LAMP. 1. ALL 2. ALL 3. ALL ONE FIRE PENETRATION SCHEDULE NTS S OODE033MOSCHD SYMBOL DESCRIPTION MANUFACTURER & MODEL NUMBER ® RECESSED DOWNLIGHT REFER TO THIS SHEET FOR LIGHTING FIXTURE DESCRIPTION Q TRACK LIGHT REFER TO THIS SHEET FOR LIGHTING FIXTURE DESCRIPTION TRACK HEAD SHOW WINDOW REFER TO THIS SHEET FOR LIGHTING FIXTURE DESCRIPTION I A I A FLUORESCENT STRIP REFER TO THIS SHEET FOR LIGHTING FIXTURE DESCRIPTION I I I EM EMERGENCY FLUOR. STRIP REFER TO THIS SHEET FOR LIGHTING FIXTURE DESCRIPTION tilis FLUORESCENT TROFFER REFER TO THIS SHEET FOR UGHTING FIXTURE DESCRIPTION A I -- SCONCE REFER TO THIS SHEET FOR LIGHTING FIXTURE DESCRIPTION DECORATIVE PENDANTS REFER TO THIS SHEET FOR LIGHTING FIXTURE DESCRIPTION X2 EXIT SIGN REFER TO THIS SHEET FOR LIGHTING FIXTURE DESCRIPTION I �XA p �� EMERGENCY LIGHT, SEMI- RECESSED REFER TO THIS SHEET FOR LIGHTING FIXTURE DESCRIPTION XS EMERGENCY LIGHT, RECESSED REFER TO THIS SHEET FOR LIGHTING FIXTURE DESCRIPTION S SWITCH MS SWITCH - MOTION SENSOR HUBBELL WS1277W2 PASSIVE INFRARED, DOUBLE POLE, SINGLE THROW WALL SWITCH SENSOR WITH TWO SEPARATE RELAYS. WHITE COLOR FINISH. D SWITCH - DIMMER HUBBELL S61W, SINGLE POLE, SINGLE THROW WALL DIMMER SWITCH. WHITE COLOR FINISH. NL NIGHT LIGHT EM EMERGENCY LIGHTING FIXTURE ® CEILING EXHAUST FAN GC160, 120 VOLT, 1 PHASE, 115 WATTS E TRAFFIC COUNTER 51 CI) SPEAKERS NOTE: WALL MOUNTED /CEILING MOUNTED SUBWOOFER SECURITY CAMERA CII SC SM =0__I SECURITY MONITOR FOR SECURITY SYSTEM LIGHTING PLAN CONSTRUCTION NOTES NTS OODEO33JONOTE SHREMSHOCf :ENGINEERING, INC 6130 S . R •r ROA D W E ST E RV ##»LEA; »? { -:,: - 081 614- 545 REVISIONS: REQUIRED BY: DS LANDLORD COMMENTS 1 B.D. COMMENTS DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: !JUN U UL * INDICATES NO REVISION TO THIS SHEET PERMIT CENTER 04/18/2008 AOH AOH RAP ELECTRICAL LIGHTING SCHEDULE DRAWING NUMBER: CV a CO (J - O DO 00 CIL O O I— W 0 LLB d ckJ 0 0 DATE 05/27/08 FIRE RATED PENETRATION SCHEDULE TYPE OF PENETRATION METAL CONDUITS MAX. 4" PVC CONDUIT 2" AND SMALLER PVC CONDUITS 2" THRU 4" CABLE TRAY STEEL OR ALUMINUM ELECTRICAL BUS DUCT MAX. 3" CABLE BUNDLES CONCRETE OR MASONRY FLOORS UL SYSTEM # CAJ1080 CAJ1213 CAJ1198 CAJ2031 CAJ2038 CAJ2045 • CAJ2124 CAJ4029 • CAJ4020 CAJ6003 CAJ6008 CAJ3154 WALLS UL SYSTEM # CAJ1080 WJ1O30 CAJ1195 WJ2018 CAJ2038 CAJ2045 CAJ2124 WJ4021 CAJ4020 WJ4009 CAJ6003 CAJ6008 WJ3022 GYPSUM BOARD /FRAME FLOORS UL SYSTEM FC1010 FC2032 FC2033 WALLS UL SYSTEM # WL1049 WL1088 WL1062 WL2093 WL2029 WL2059 WL4008 WL4005 WL6001 WL3076 "SPECSEAL FlRESTOP" PRODUCTS 555100 SEALANT LC150 SEALANT PEN300 SILICONE 555100 SEALANT FIRESTOP COLLAR FIRESTOP COLLAR WRAP STRIPS FIRESTOP PILLOWS FIRESTOP MORTAR SS5100 SEALANT PEN300 SILICONE SSS100 SEALANT 555100 SEALANT NOTES: 1. ALL U.L. USTED SYSTEMS SHOWN ABOVE ARE BASED ON PROVIDING A 1 & 2 HOUR RATED FIRESTOP. WHERE 3 HOUR RATING IS REQUIRED, CONTACT FIRESTOP PRODUCT MANUFACTURER FOR DESIGN MODIFICATIONS. 2. AU. U.L LISTED SYSTEMS SHOWN ABOVE ARE BASED ON "SpecSeal Firesfap" PRODUCTS FROM SPECIFIED TECHNOLOGIES, INC. OR APPROVED EQUAL PRODUCTS FROM "3 -M" OR HILT!, INC. LIGHTING SYMBOL SCHEDULE NOTE: ALL SYMBOLS MAY NOT BE USED ON THIS PROJECT. SHOWN FOR REFERENCE ONLY. NTS OODE033KOSCHD LIGHTING SHALL BE CIRCUITED EXACTLY AS SHOWN ON PLANS. CIRCUITING SHALL BE "THRU- WIRING" WHERE AND WHENEVER POSSIBLE. MULTIPLE CONNECTIONS TO A SINGLE LIGHT FIXTURE FOR VOLTAGE DROP CONDITIONS OR AS A RESULT OF A FIELD CONDITION ARE ACCEPTABLE. LIGHTING FIXTURES SHALL BE MANUFACTURED TO ACCOMMODATE "THRU- WIRING ". ANY RELATED COSTS FOR MULTIPLE CONNECTIONS SHOULD BE INCLUDED IN BID. ELECTRICAL CONTRACTOR'S BID SHALL INCLUDE THE INSTALLATION OF ALL LIGHT FIXTURES AND ASSOCIATED LAMPS FURNISHED BY ESD&C. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THE ADJUSTABILITY OF ALL DIRECTIONAL FIXTURES AFTER INSTALLATION AND AIM THEM PER GC DIRECTION. LIGHT FIXTURE SPECIFICATIONS MAY VARY. IF THIS IS THE CASE, CONTRACTOR IS TO CALL ESD &C PURCHASING AGENT WHO WILL THEN CALL THE DISTRIBUTOR FOR EXACT SPECIFICATION OF UGHTING FIXTURES. IF THE CEILING SYSTEMS ARE FIRE RATED, ELECTRICAL CONTRACTOR IS TO CLOSELY COORDINATE FIXTURE REQUIREMENTS WITH ESD &C. EMERGENCY AND EXIT UGHTS SHALL BE INSTALLED AND CIRCUITED PER LOCAL AND LATEST NATIONAL ELECTRICAL CODES. ALL EMERGENCY AND EXIT FIXTURES SHALL BE DUAL VOLTAGE WITH BATTERY BACK UP (120/277 VOLT INPUT). INSTALL A CENTRAL BATTERY SYSTEM WHERE THE USE OF INDIVIDUAL BATTERY UNITS ARE PROHIBITED BY LOCAL CODES. IF PLAN LOCATION IS NOT ACCEPTABLE, IMMEDIATELY CONTACT ESD &C PROJECT MANAGER FOR DIRECTION. ALL LIGHTING CIRCUITS UP TO 100' -0" IN LENGTH SHALL UTILIZE #12 CONDUCTORS MINIMUM. ALL LIGHTING CIRCUITS FROM 100' -1" TO 150' -0" IN LENGTH SHALL UTILIZE #10 CONDUCTORS MINIMUM. ALL UGHTING CIRCUITS 150' -01" UP TO 25O' -O" IN LENGTH SHALL UTIUZE #8 CONDUCTORS MINIMUM. CIRCUITS ABOVE 251' -O" SHALL UTIUZE #6 CONDUCTORS MINIMUM. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. EXIT /EMERGENCY LIGHTS AT STOREFRONT ARE TO BE CEILING MOUNTED AND CENTERED OVER OPENING. EXIT /EMERGENCY UGHTS AT DOOR TO NON -SALES SHALL BE CEILING MOUNTED AND CENTERED ABOVE DOOR. IF PLAN LOCATION IS NOT ACCEPTABLE, IMMEDIATELY CONTACT THE ESD &C PROJECT MANAGER FOR DIRECTION. IT WILL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO UNLOAD INVENTORY AND STORE LIGHTING PACKAGE. THE ELECTRICAL CONTRACTOR WILL ALSO SHIP ANY EXCESS MATERIALS BACK TO THE ELECTRICAL PACKAGE DISTRIBUTOR. . ELECTRICAL CONTRACTOR SHALL REFER BACK TO ARCHITECTURAL SHEETS FOR MOUNTING HEIGHTS OF ALL WALL MOUNTED EMERGENCY EGRESS AND EXIT FIXTURES. IF PLAN LOCATION IS NOT ACCEPTABLE, IMMEDIATELY CONTACT ESD &C PROJECT MANAGER FOR DIRECTION. REFER TO ARCHITECTURAL DRAWINGS FOR COORDINATION AND EXACT LOCATION OF EXIT SIGNS, EMERGENCY LIGHTING FIXTURES, SPEAKERS, DIFFUSERS, AND OTHER ARCHITECTURAL ELEMENTS. 10. THE ELECTRICAL CONTRACTOR MUST INCLUDE IN THE BID TWO (2) HOURS OF START -UP TIME FOR THE UGHTING CONTROL SYSTEM. THE ELECTRICAL CONTRACTOR WILL BE REQUIRED TO REPAIR OR REPLACE COMPONENTS FOUND TO BE DEFECTIVE. THE ELECTRICAL CONTRACTOR MUST COORDINATE LIGHTING CONTROL START -UP WITH HVAC MANUFACTURER REPRESENTATIVE. FAILURE TO DO SO MAY REQUIRE THE ELECTRICAL CONTRACTOR TO RETURN TO THE JOB SITE TO PERFORM START-UP AT A FUTURE DATE AT THE ELECTRICAL CONTRACTOR'S OWN EXPENSE. N ELECTRICAL LIGHT FIXTURE SCHEDULE a,. ,lEit, KAVV000811L9161.DWG PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL SEATTLE, WA 98188 SCOPE: PACKAGE: DESIGN TYPE: HAYWOOD GENERATION: ESD &C PROJECT #: 00005818 A/E PROJECT #: 0000581 PKG 2 081 5a 08098 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 EXPRESS STORE PLANNING, INC., D/B/A EXPRESS STORE DESIGN AND CONSTRUCTION {"ESDC"). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. 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 ESDC. 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 IJMITATION, 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. EXPRESS STORE PLANNING INC. d/b/a STORE DESIGN & CONSTRUCTION r, `z' ei ` ,,:r ' a b ONO s f 32 Fax.; � : 1 5 ��, r•. r r T„f 41 e , e.i .f . ..l` l .'•3 .. , vl..rk. + FC. t ..v . �• k�'+`!f • <. <` ci�«<sissss's }:r,...- ..s.xF.rx.n..Y.rx ». - ..W »�.....n�w� ...� .............ow.a�,u.�.u:F A . ....................... i • ::::rr::r.xr:R WNW. VAEKINDC01601 1:0 NA00:56017..VI PROJECT INFORMATION: SPACE #332 1070 SOUTHCENTER MALL SEATTLE, WA 98188 EXPRESS WESTFIELD SOUTHCENTER SCOPE: PACKAGE: DESIGN TYPE: HAYWOOD GENERATION: ESD&C PROJECT #: 00005818 A/E PROJECT #: 0000581 PKG 2 0815a 08098 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 EXPRESS STORE PLANNING, INC., D/B/A EXPRESS STORE DESIGN AND CONSTRUCTION ('ESDC"). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT SE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH MC. NO REPRODUCTION OF THESE CRAVINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND SPECIFICATIONS MUST BE RETURNED TO LSDC UPON COMPLETION OF THEIR INTENDED USE, UNLESS OTHERWISE AGREED BY TI-IE ESDC. 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, BULGING SEIZURE, AND/OR MONETARY LIABILIM EXPRESS STORE PLANNING, INC. d/b/a STORE DESIGN & CONSTRUCTION one Lt-d Park y C UMb k..1S „ Obi() 4i2 Telephone', 614,415 „ 70 0 0 614:415, SPECIFICATION SERIES 2200 COLUMNS OF QUAD RECEPT'S. THREE PHASE MODEL (208 VOLTS) 2200 -308 MODEL (240 VOLTS) 2200 -340 BRANCH CIRCUIT RATING 30 AMPS RECEPTACLE NEMA CONFIGURATION NEMA L15 -30R CATALOG NO. PASS & SEYMOUR L -15 30R POWER 9,000 WATTS WIDTH 48 INCHES DEPTH 30 1/2 INCHES HEIGHT 88 INCHES WEIGHT (WITH WATER) 300 LBS. WATER CAPACITY (APX.) 7 GALLONS WATER USAGE (APX.) 1/2 GALLONS PER HOUR NO OF WALKIES QUAD RECEPT'S. REQUIRED COLUMNS OF QUAD RECEPT'S. 0 -12 2 1 13 -24 4 2 S S S CEILING ELEVATION NTS III 611 -rte 1 6 TO TELCO SECTION OF THE SWITCHGEAR. TO PANEL BOARD SECTION OF THE SWITCHGEAR. O O O C I- L B � PLAN NTS MANAGER CODED NOTES 1® QUAD OUTLET FOR DATA, TELEPHONE, FAX, AND POLLING. ELECTRICAL CONTRACTOR TO RUN A 1" EMPTY CONDUIT, WITH PULLWIRE, BACK TO TELCO SECTION OF THE SWITCHGEAR. DATA /TELEPHONE WIRE AND COVERPLATE BY OTHERS. 0. 20 AMP, 120 VOLT SINGLE PHASE ISOLATED DEDICATED CIRCUIT, 20 AMP #IG6300 -W RECEPTACLE, WITH ISOLATED THIRD WIRE GROUND, IN A SINGLE 3/4" CONDUIT BACK TO PANELBOARD SECTION OF THE SWITCHGEAR FOR COMPUTER TERMINAL DO NOT SHARE ANY PART OF THIS CIRCUIT WITH ANY OTHER BRANCH CIRCUITS. CONNECT TO CIRCUIT SHOWN ON POWER PLAN. c 20 AMP, 120 VOLT CIRCUIT AND DUPLEX RECEPTACLE FOR UTILITY POWER, IN A SINGLE 3/4" CONDUIT BACK TO PANELBOARD SECTION OF THE SWITCHGEAR. CONNECT TO CIRCUIT SHOWN ON POWER PLAN. ® 20 AMP, 120 VOLT CIRCUIT AND QUAD RECEPTACLE FOR UTILITY POWER, IN A SINGLE 3/4" CONDUIT BACK TO PANELBOARD SECTION OF THE SWITCHGEAR. CONNECT TO CIRCUIT SHOWN ON POWER PLAN. ® 20 AMP, 120 VOLT CIRCUIT AND QUADRUPLEX RECEPTACLE AND DUPLEX RECEPTACLE FOR CCTV SECURITY EQUIPMENT IN A SINGLE 3/4" CONDUIT BACK TO PANELBOARD SECTION OF THE SWITCHGEAR. INSTALL QUAD AT 55" A.F.F. TO MIDDLE OF QUAD. CONNECT TO CIRCUIT SHOWN ON POWER PLAN. THIS SHEET IS PART OF THE CONTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY, THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS. THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEERING ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. II 1 DREAMSTEAMER "A" 774 - 17111 1I1 1T17/ I/ I _) "B" NOTE: CONTRACTOR TO LOCATE OUTLET WHERE MOST ACCESIBLE, BASED ON DETAIL. DREAMSTEAMER OUTLET LOCATION DRAIN (DO NOT CONNECT) 10P.- 101 - i00 1- DREAMSTEAMER 1 DREAMSTEAMER 18" INDIVIDUAL BRANCH CIRCUIT COLD WATER LINE, REFER TO PLUMBING DRAWINGS FOR DETAIL TWIST LOCK RECEPTACLE 18" A.F.F. FROM CENTER OF THE OUTLET BOX DREAMSTEAMER DETAIL NTS i]4+LP /1Is].] I J INSTALL QUAD RECEPTACLES FOR EMPLOYEE WALKIES INTO COLUMNS. THE NUMBER OF RECEPTACLES AND COLUMNS DEPENDS UPON THE NUMBER OF WALKIES. REFER TO SCHEDULE. QUAD RECEPTACLE FOR WALKIES (TYP) SHELVING IN NON -SALES AREA. REFER TO ARCHITECTURAL SHEETS FOR MORE INFORMATION. 3'- 1" 2" 5" SECOND COLUMN OF QUAD RECEPTACLES (IF REQUIRED) REFER TO SCHEDULE. 4' -7" EMPLOYEE WALKIE RECEPTACLE DETAIL MANAGER'S OFFICE DETAIL (TYPICAL) NTS 02DE042D0WALK NTS 02DE042COMNGD C LEAVE 6' -0" OF COILED, TAPED & LABELED SPEAKER WIRING (TYP. EACH CIRCUIT ELEPHONE BOARD J -BOX IN WALL W/ COVERPLATE MOUNTED AT 80" A.F.F. NEXT TO QUAD RECEPTACLE 14 WALL CLEARANCE ON HINGED SIDE OF CABINET SOUND SYSTEM CODED NOTES J -BOX ABOVE CEILING WITH PULLWIRE 3/4" CONDUIT a c NON -SALES 10 COAXIAL SPEAKER ENCLOSURE (fCP87) AND SUPPORTS. LEAVE SLACK SPEAKER WIRE HANG 36" BELOW CEILING UNE. ® SUB- WOOFER SPEAKER ENCLOSURE ( #DX1312) AND SUPPORTS. LEAVE SLACK SPEAKER WIRE HANG 36" BELOW CEILING UNE. ® SPEAKER WIRE "WEST PENN" 125224 #18 AWG OR "DECARON" 1P70 #18 AWG ONLY. NO SUBSTITUTIONS. RUN WIRE (IN CONDUIT, IF REQUIRED BY LOCAL CODE. SEE ELECTRICAL SPECIFICATIONS FOR EXACT REQUIREMENTS) BETWEEN SPEAKER ENCLOSURES AND TO SYSTEM CABINET LOCATED IN SALES AREA. RUN WIRE IN RELATED CONDUIT AT SOUND SYSTEM CABINET. LABEL AND TAG SPEAKER WIRE HOMERUNS AT SOUND SYSTEM CABINET AS TO AREA SERVED (I.E. SALES COAX, SUB- WOOFER, FITTING ROOM, NON- SALES, ETC.). TYPICAL AS REQUIRED. ® SOUND SYSTEM CABINET. DWR SERIES 19" SECTIONAL WALL RACK ENCLOSURE, MODEL NO. 24 -22. REFER TO SPECIFICATION. @ RUN 3/4" CONDUIT TO TELEPHONE BOARD. MUSIC VENDOR WILL RUN (2) PAIR OF #20 AWG SPEAKER WIRE FOR EACH TELEPHONE SYSTEM AS REQUIRED, AND LABEL AND TAG WIRE AT EACH END (THUS: "M.O.H." AND "TELECO PAGE "). NOTE: REFER TO RESPONSIBILTY SCHEDULE. COAX SUB - WOOFER (2) 1-1/2" EMT CONDUIT FOR SPEAKER WIRE, RUN INSIDE WALL. TERMINATE IN 6x6x4 BOX INSIDE OPENING. LEAVE 6' -0" OF COILED, TAPED & LABELED SPEAKER WIRING (TYP. EACH CIRCUIT) QUADRAPLEX RECEPTACLE MOUNTED AT 80" A.F.F. TO CENTERLINE OF SOUND SYSTEM CABINET. TYP. COILED AND TAPED (TYP). 36" TYP. DWR SERIES 19" SPECIFICATIONS SALES EIA COMPLIANT 19" WALL-MOUNT RACK SHALL BE MIDDLE ATLANTIC PRODUCTS /DATATEL MODEL #DWR- 24 -22. PART NUMBER SHALL BE SUFFIXED WITH "PD" TO INDICATE THAT THE RACK SHALL SHIP ASSEMBLED WITH LOCKING PLEXIGLASS DOOR PRE - INSTALLED. OVERALL DIMENSIONS SHALL BE 23.4 "Wx24 "Hx22 "D. WEIGHT CAPACITY SHALL BE 300Ibs. CENTER SECTION AND BACKPAN SHALL BE 16 -GAUGE STEEL PHOSPHATE PRE-TREATED AND FINISHED IN BLACK POWDER COAT. RACKRAIL SHALL BE CONSTRUCTED OF 11 -GAUGE STEEL WITH TAPPED 1 - -32 MOUNTING HOLES IN UNIVERSAL EIA SPACING WITH BLACK AND COAT FINISH AND MARKED RACKSPACES. RACK SHALL BE CONSTRUCTED TO SWING OPEN FOR COMPONENT CABLING ACCESS, CENTER SECTION SHALL PIVOT FOR EITHER LEFT OR RIGHT OPENING. BACKPAN SHALL BE FITTED WITH FACTORY INSTALLED LOCK AND LATCH CAPABLE OF ACCEPTING PADLOCK. RACK SHALL HAVE A REMOVABLE KNOCKOUT PANEL WITH 1/2 ", 3/4 ", AND 1 -1/2" ELECTRICAL KNOCKOUTS INSTALLED IN BOTTOM OF BACKPAN, AND A REMOVABLE REAR KNOCKOUT PANEL WITH 1/2 ", 3/4 ", 1" AND 1 -1/2" ELECTRICAL KNOCKOUTS, AND BNC KNOCKOUTS FOR UHF /VHF ANTENNAS INSTALLED IN TOP OF BACKPAN. LARGE LASER KNOCKOUT ON BACKPAN SHALL HAVE A 12 --1/2 "x12 -1/2" OPENING FOR CABLE PASS- THROUGH. FAN KNOCKOUTS ON TOP AND BOTTOM SHALL ALLOW FOR INSTALLATION OF UP TO FOUR 4 -1/2" FANS. TOP, BOTTOM AND SIDES SHALL FEATURE VERTICAL VENT PATTERN. RACK SHALL BE UL LJSTED IN THE US AND CANADA. (JBL -RACK) SOUND SYSTEM INSTALLATION DETAIL NTS 2DE+42 N A SHREMSHOCK: ?ENGINEERING, INC. 6130 S. S -s ROAD WESTERV## 4 Av 614-545='k x K Ew a 4� i °off 7.,i,,,= L7 [ t_ U07... Ir d. tl N W N .. 2 0 U O I-aO ? f8a m oo 0 w o m a z - 0 = W w d O 0. ° U W L"d � ' X :;" '-.a N c m C ~o x v cQ c w 3^ w i�0 .,)0 c W 0 Z 44 7 ".:: (�j J N m 0 : gi O W 0 W U S w • x O d d • 0 = C O w ET S O= W W Z t1H Udn • 4 £XPINES 0 it --1(0 -l0 (r V I ; w I- z w I I® J � a w W w Z J W w 1- vvi cn W wa o W a— O REVISIONS: REQUIRED BY: DS LANDLORD COMMENTS 1 B.D. COMMENTS INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 0 Z � tl� Z 4 o as w� � 5 LLJ w LLJ C3 � w ,0 ICI W CO co W J I— I— w U, se m, # s O rsesnCY: U U LOW 4v PERM f (.EN I E�. cl x q w d m,_....2 C o !!!:! x w`'' �w W P U �O V is Z U W - C � W W N� C w FE Z 0 0 � ~ x z W Q p W q q 2.." p C O 2 W `--� m U Gi 0 ° N C W C a rn �ti ;;J 0 2 ~ U �Z4N w O 2 x O 4 U S O� � O IIi W �� - � 6 ��'x� ° � z� =� it w �az� c rQz �,_0°- v° W v y�v ' Jo H 6�[] y�d � W °� N 2' O O C � a O .. p GD � � : � y a j 4 0 � O f=l] N o� �W�W �° z_ a � ci l��ov O a =O J �O a�� Q 0 0 ~ j 4 W � w W � Z0 � p 0, 5�Z Q4 ; YWyL) N C 2 U W O= C 1 w :o_ _ wx 0 W w H . c cn0 0,4.=_,2 r ti1_i 0.4 a co rn o - O DO CO 0_ O O 0 CO 0 0cc Q O _ O a DATE 05 /27 /M 04/18/2008 AOH EDS RAP ELECTRICAL DETAILS DRAWING NUMBER: + 1 NOTE DESCRIPTION DIMENSIONS (A) SURFACE TO ANTENNA 1.25" MIN., 2 MAX. (B) ANTENNA THICKNESS 0.75" (C) ANTENNA TO REBAR 8" MIN. (UNLESS USING SHIELDS UNDER ANTENNA) (D) DEPTH OF EXCAVATION 2" MIN. TO 2.75" MAX. (E) INNER CONDUIT TO ANTENNA 8" MIN. (F) CAP BOX TO POWER PACK 7' MAX. (G) POWER PACK TO REMOTE ALARM 25' MAX. (H) ANTENNA SEPERATION 2" MIN., 24" MAX. (J) OUTER CONDUIT TO ANTENNA 10" MIN. (K) WIDTH OF EXCAVATION 4' -3" (L) WIDTH OF ANTENNA 4'- 10.4" (M) ANTENNA TO LEASE LINE 1" MIN. (N) ANTENNA TO PORTAL LEG 6" MIN., 18" MAX. (0) ANTENNA TO CENTERLINE GRILLE 6.5" MIN. NO OF ANTENNAS POWER PACK(S) REQUIRED CAP ENCLOSURE(S) REQUIRED 1 1 1 2 1 1 3 1 2 4 1 2 NOTE NO OF ANTENNAS LENGTH OF EXCAVATION ( 1 5'- 10.4" MIN., 7' -10.4" MAX. 2 a 1O' -10.8" MIN., 14'- •-8.8" MAX. 3 15'- 11.2" MIN., 21' -7.2" MAX. 4 2O'- 11.6" MIN., 28' -5.6" MAX. 0 0 0 II int 11 0 0 161 1_ ._ CONDUIT STUB -UPS 0 3" O.C. CASHWRAP BACK ELEVATION NTS 14,4- • bbb 0 0 0 w Iii s ��.. III 0 ACCESS PANEL (TYP.) 0 0 3 Q CASHWRAP BACKWRAP CASHWRAP /BACKWRAP PLAN NTS 1=1 BACKWRAP FRONT ELEVATION NTS GENERAL NOTES 1 0 0 CABLE ' -9 1/8" 2' -4 1/8" d CASHWRAP CODED NOTES MGMT 2' -6" 2' -2" REFER TO ARCHITECT PLAN FOR LOCATION OF CENTERLINE AND ASSOCIATE FACE OF CASHWRAP IN ORDER TO LOCATE STUB -UPS CONNECT TO CIRCUIT SHOWN ON POWER PLAN 0 0 0 0 0 0 _J CONNECT TO CIRCUIT SHOWN ON POWER PLAN 2' -4 1 /8" 2' -9 1/8" 0 'so,- REFER TO ARCHITECT PLAN FOR LOCATION OF CENTERLINE 0 MEE CASHWRAP COUNTER DETAIL EXPRESS 4 REGISTER CASHWRAP (STRAIGHT) 4 REG. CASHWRAP /BACKWRAP DETAIL >� 7 w 6 1 rim is 0 0 0 0 BACK WALL REGISTERS SHALL SHARE A 20 AMP, 120 VOLT DEDICATED CIRCUIT WITH A SEPARATE ISOLATED NEUTRAL & 3RD WIRE GROUND. STUB UP 3/4" CONDUIT 1" (A.F.F.) WHERE SHOWN ON DETAIL. INSTALL FLEXIBLE METAL CONDUIT FROM STUB -UP TO J -BOX AND CONNECT TO DUPLEX RECEPTACLES. THE ELECTRICAL CONTRACTOR SHALL FURNISH ORANGE #IG5362 RECEPTACLES (HUBBELL). CUT AND PATCH FLOOR AS REQUIRED TO ROUTE CONDUIT TO WALL AS SHOWN. ROUTE UP INSIDE WALL TO CEILING SPACE AND CONNECT TO PANEL LOCATED INSIDE IFS ENCLOSURE. REFER TO POWER PLAN AND PANEL SCHEDULES FOR CIRCUIT DESIGNATIONS. 20 AMP, 120V, CIRCUIT FOR UTILITY POWER W /DUPLEX RECEPTACLE. STUB UP 3/4" CONDUIT 1" (A.F.F.) WHERE SHOWN ON DETAIL. INSTALL FLEXIBLE METAL CONDUIT FROM STUB -UP TO J -BOX AND CONNECT TO DUPLEX RECEPTACLES. CUT AND PATCH FLOOR AS REQUIRED TO ROUTE UP INSIDE WALL TO CEILING SPACE AND BACK TO PANEL AS INDICATED ON POWER PLAN. STUB UP 1" CONDUIT 1" (A.F.F.). INSTALL FLEXIBLE METAL CONDUIT FROM STUB -UP TO 4X4 J -BOX FOR DATA AND TELEPHONE. CUT AND PATCH FLOOR AS REQUIRED TO ROUTE CONDUIT TO WALL AS SHOWN. ROUTE UP IN WALL TO CEILING SPACE AND CONNECT TO TELECO STRUCTURE PORTION OF THE IFS SWITCHGEAR. WIRE FOR DATA LINES TO BE PULLED AND CONNECTED BY P.O.S. CONTRACTOR. O 20 AMP, 120V, CIRCUIT FOR UTILITY POWER W /QUAD RECEPTACLE BY ELECTRICAL CONTRACTOR. CONNECT TO CIRCUIT AS SHOWN ON POWER PLAN. Q TELEPHONE OUTLET ON INSIDE OF BACKWRAP UNIT. SEE NOTE (6). TELEPHONE WIRE AND #RJ14C JACK BY OTHERS. 60 3/4" TELEPHONE CONDUIT WITH PULLWIRE TO TELEPHONE BOARD BY ELECTRICAL CONTRACTOR. #RJ14C JACK ON LINES #1 AND #2 FOR TELEPHONE BY OTHERS. O EDWARDS 1064 -G5 BUZZER. SEE POWER PLAN FOR ADDITIONAL INFORMATION. 1. RUN METAL CLAD (MC) CABLE TO EACH RECEPTACLE FROM J -BOXES THRU WIREWAY WITHIN CASHWRAP COUNTER. 2. WIRING FROM CONDUIT STUB -UPS TO J -BOXES ARE TO BE RUN IN FLEXIBLE METAL CONDUIT. 3. LABEL AND TAG ALL PULLWIRE RUNS AT EACH END WITH ORIGIN /DESIGNATION. 4. DATA TERMINALS AND CONNECTIONS BY P.O.S. CONTRACTOR. 5. REFER TO ARCHITECTURAL SHEETS FOR ADDITIONAL INFORMATION. NTS Q 4 0 CASHWRAP BACK ELEVATION NTS PLAN 1' -1" CONDUIT STUB UPC @ 3" O.C. 0 0 NE AIMOMM 1 0 CONNECT TO CIRCUIT 51 -1OWN ON POWER GENERAL NOTES BACKWRAP FRONT ELEVATION NTS L 2' -6" -H 0 0 MAE 1r 0 41 ,411 0 0 1' - 1 " r' CASHWRAP /BACKWRAP PLAN NTS 11 0 CABL d CASHWRAP CODED NOTES MG 2'--1 7/8" 0 0 l0/ 9" 0 i-1 L_ J ACCESS PANEL ('.) 0 0 REFER TO ARCHITECT PLAN FOR LOCATION OF CENTERLINE AND ASSOCIATE SIDE FACE OF CASHWRAP IN ORDER TO LOCATE STUB -UPS CONNECT TO CIRCUIT SHOWN ON POWER PLAN 1 -1" CASHWRAP COUNTER DETAIL EXPRESS 2 REGISTER CASHWRAP (STRAIGHT) O EDWARDS 1064 -G5 BUZZER. SEE POWER PLAN FOR ADDITIONAL INFORMATION. 2 REG. CASHWRAP /BACKWRAP DETAIL 9 BACK WALL/ REFER TO ARCHITECT PLAN FOR LOCATION OF CENTERLINE REGISTERS SHALL SHARE A 20 AMP, 120 VOLT DEDICATED CIRCUIT WITH A SEPARATE ISOLATED NEUTRAL & 3RD WIRE GROUND. STUB UP 3/4" CONDUIT 1" (A.F.F.) WHERE SHOWN ON DETAIL. INSTALL FLEXIBLE METAL CONDUIT FROM STUB -UP TO J -BOX AND CONNECT TO DUPLEX RECEPTACLES. THE ELECTRICAL CONTRACTOR SHALL FURNISH ORANGE #IG5362 RECEPTACLES (HUBBELL). CUT AND PATCH FLOOR AS REQUIRED TO ROUTE CONDUIT TO WALL AS SHOWN. ROUTE UP INSIDE WALL TO CEILING SPACE AND CONNECT TO PANEL LOCATED INSIDE IFS ENCLOSURE. REFER TO POWER PLAN AND PANEL SCHEDULES FOR CIRCUIT DESIGNATIONS. 0 20 AMP, 120V, CIRCUIT FOR UTILITY POWER W /DUPLEX RECEPTACLE. STUB UP 3/4" CONDUIT 1" (A.F.F.) WHERE SHOWN ON DETAIL. INSTALL FLEXIBLE METAL CONDUIT FROM STUB -UP TO J -BOX AND CONNECT TO DUPLEX RECEPTACLES. CUT AND PATCH FLOOR AS REQUIRED TO ROUTE UP INSIDE WALL TO CEILING SPACE AND BACK TO PANEL AS INDICATED ON POWER PLAN. �3 STUB UP 1" CONDUIT 1" A.F.F.. INSTALL FLEXIBLE METAL CONDUIT FROM STUB -UP TO 4X4 J -BOX FOR DATA AND TELEPHONE. CUT AND PATCH FLOOR AS REQUIRED TO ROUTE CONDUIT TO WALL AS SHOWN. ROUTE UP IN WALL TO CEILING SPACE AND CONNECT TO TELECO STRUCTURE PORTION OF THE IFS SWITCHGEAR. WIRE FOR DATA LINES TO BE PULLED AND CONNECTED BY P.O.S. CONTRACTOR. O 20 AMP, 120V, CIRCUIT FOR UTILITY POWER W /QUAD RECEPTACLE BY ELECTRICAL CONTRACTOR. CONNECT TO CIRCUIT AS SHOWN ON POWER PLAN. Ci) TELEPHONE OUTLET ON INSIDE OF BACKWRAP UNIT. SEE NOTE (6). TELEPHONE WIRE AND #RJ14C JACK BY OTHERS. ✓ 3/4" TELEPHONE CONDUIT WITH PULLWIRE TO TELEPHONE BOARD BY ELECTRICAL CONTRACTOR. #RJ14C JACK ON LINES #1 AND #2 FOR TELEPHONE BY OTHERS. 1. RUN METAL CLAD (MC) CABLE TO EACH RECEPTACLE FROM J -BOXES THRU WIREWAY WITHIN CASHWRAP COUNTER. 2. WIRING FROM CONDUIT STUB -UPS TO J -BOXES ARE TO BE RUN IN FLEXIBLE METAL CONDUIT. 3. LABEL AND TAG ALL PULLWIRE RUNS AT EACH END WITH ORIGIN /DESIGNATION. 4. DATA TERMINALS AND CONNECTIONS BY P.O.S. CONTRACTOR. 5. REFER TO ARCHITECTURAL SHEETS FOR ADDITIONAL INFORMATION. NTS 0 FRONT ELEVATION NTS NO METAL REBAR OR WIRE MESH WITHIN 8" OF BOTTOM AND 12" OF SIDES OF ANTENNA 0 PLAN VIEW NTS L�J 0 INDIVIDUAL 3/4 INCH CONDUIT INTERCONNECTS BETWEEN EACH FLOOR PANEL AND ITS RESPECTIVE CAP ENCLOSURE BOX - CAP ENCLOSURE BOXES ARE LOCATED ABOVE CEILING WITHIN 2 FEET OF POWER PACK. CONDUIT ABOVE CEILING SHALL BE ROUTED CLEAR OF ACCESS OPENING. MAXIMUM LENGTH OF CONDUIT SHALL NOT EXCEED 35' FROM FLOOR PANEL TO CAP BOX. NOTE: CONDUIT RUNS UNDERFLOOR SHALL BE RMC OR IMC. Q CAP BOARD ENCLOSURE. EACH CAP BOX MUST BE MOUNTED WITHIN 2 FEET OF POWER PACK. Q DUPLEX RECEPTACLE BOX LOCATED IN AREA ABOVE CEILING. ELECTRICAL REQUIREMENTS ARE 120V. AC, THREE WIRE, DEDICATED CIRCUIT, 24 HOUR CIRCUIT WITH LESS THAN 0.5V. AC BETWEEN NEUTRAL AND ISOLATED GROUND. RECEPTACLE SHALL BE INSTALLED WITHIN 2' -0" OF POWER PACK. INSTALLATION OF POWER PACK AND PLUG IN OF POWER PACKS TO RECEPTACLE TO BE BY SENSORMATIC. 0 RETURN AIR GRILLE OR ACCESS PANEL TO BE USED FOR SERVICING OF EQUIPMENT LOCATED ABOVE CEILING. COORDINATE ROUGH -IN OF JUNCTION BOX AND RECEPTACLE WITH THE GENERAL CONTRACTOR. REFER TO MECHANICAL PLANS FOR SIZE OF ACCESS PANEL /GRILLE. 05 1 -1/2 INCHES DEEP X 4 FOOT WIDE (APPROXIMATE) SAWCUT FOR EACH FLOOR PANEL DEPTH OF CUT SHALL BE LEVEL THROUGHOUT. CONFIRM ACTUAL DIMENSIONS OF SAWCUTS WITH MANUFACTURER'S INSTRUCTIONS. IF THE SLAB CANNOT BE CUT FOR THE INSTALLATION OF THE FLOOR (ANTENNA) PANELS, THE GENERAL CONTRACTOR MUST INVESTIGATE THE OPTION OF "FLOATING" THE PANELS IN AN ADDITIONAL LAYER OF POURED CONCRETE ('RAMPING UP'). THIS WILL DEPEND ON THE LEVEL OF THE FLOOR INSIDE THE STORE IN RELATION TO THE LEVEL OF THE FLOOR IN THE MALL THE TYPE OF FINISHED FLOORING WILL HAVE SOME EFFECT ON THE ACTUAL DEPTH OF THE FLOOR PANELS IN THE SLAB. THE THICKNESS OF THE FLOORING PLUS THE THICKNESS OF THE CONCRETE PATCH OVER THE PANELS SHOULD BE APPROXIMATELY 1 -1/2 INCHES. 6® SAWCUT FLOOR 1" WIDE X 1 -1/2" DEEP FOR INSTALLATION OF 3/4" CONDUIT. 0 NOTCH TRENCHES AT CONNECTOR LOCATIONS OF FLOOR PANELS. TYPICAL OF ALL FLOOR PANELS. O NEMA 1 ENCLOSURE SIZED PER N.E.C. TO ENCLOSE DUPLEX RECEPTACLE ABOVE CEILING. NOTE: CONTRACTOR MUST VERIFY AN UNOBSTRUCTED MINIMUM FREE AREA OF 3 FEET VERTICALLY AND 3 FEET WIDE IN EVERY DIRECTION ABOVE THE ACCESS PANEL TO ALLOW FOR INSTALLATION OF THE SENSORMATIC POWER PACK AND CAP ENCLOSURE BOXES. IF FREE AREA CANNOT BE OBTAINED IN THIS LOCATION, IMMEDIATELY CONTACT THE LSD&C PROJECT MANAGER FOR FURTHER INSTALLATION INSTRUCTIONS. NOTE: GENERAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE SENSORMATIC SYSTEM WITH SENSORMATIC MANUFACTURER SPECIFICATIONS. NOTE: INSTALL ANTENNAS EITHER INSIDE THE STORE OR INSIDE THE PORTAL OPENING BASED ON THE TABLE BELOW: PORTAL WIDTH 5' -10.4" TO 7' -10.4" 7' -10.4" TO 10'- 10.8" 10' -10.8" TO 14' -8.8" 14' -8.8" TO 15' -11.2" 15' -11.2" TO 28' -5.6" (N) 0 AMIN l (L) SENSORMATIC DIGITAL FLOOR MAX SYSTEM NOTES ANTENNA LOCATION INSIDE PORTAL INSIDE STORE INSIDE PORTAL INSIDE STORE INSIDE PORTAL v „.45 a .- - r - e - d - tea - - 6 emirs STORE SIDE (P) (J) (H) MALL SIDE (0 (M) mmmm POWER PACK r 00 ANTENNAS LEASE LINE (FIELD VERIFY) CENTERLINE OF GRILLE "ON GRADE" SENSORMATIC (IN STORE) axa 0 0 • 0 0 (G) (F) EMOTE ALARM REBAR, MESH, PAN OR OTHER METAL REINFORCEMENT CONDUIT RUN 35' OR 55' MAX. CAP BOARD ENCLOSURE REMOTE ALARM POWER PACK NTS CEILING LINE THIS SHEET IS PART OF THE CONTRUCTION DOCUMENTS, OTHER SHEETS INCLUDING SPECIFICATIONS APPLY, THAT SHOWN HEREON IS SCHEMATIC IN NATURE AND NOT TO BE USED AS A SHOP DRAWING; THEREFORE, INCLUDE ALL MODIFICATIONS REQUIRED TO CONFORM TO SITE CONDITIONS AND THE EQUIPMENT AND MATERIAL USED. VERIFY LOCATIONS AND DIMENSIONS OF ALL ARCHITECTURAL AND STRUCTURAL ELEMENTS AS SHOWN ON THEIR RESPECTIVE DOCUMENTS. THESE ELEMENTS ARE SHOWN FOR REFERENCE AND SHALL BE VERIFIED PRIOR TO CONSTRUCTION AND THE ENGINEERING ASSUMES NO LIABILITY FOR THE ACCURACY OF THESE ELEMENTS. NO DESIGN RESPONSIBILITY IS ASSUMED FOR ANY PORTION OF THE WORK THAT THE PROFESSIONAL ENGINEER HAS NOT SIGNED AND SEALED PER STATE REQUIREMENTS. SHREMSHOCIENGINEERING, INC 6130 S. R1 ulGOAD WESTERVI 614 -545 E ;7RES f) / -4 - 1 C..' 0 z .r- r oe s ❑ W , co ca W W X co - W - - 4 U O w 4 IInn1 U : Ie9 C]O , U] W ¢ _ 1- C] [� z Q = C - owaT 0- p 'CWQ W W W a 0 a x ~ H z_ d ,A 0 U W w F w' [r W C d W S y m Q U z 2 = a U] • rW L P _ Q . q P W 2 2_0 N L W g y a W C o � 0 !/ U )- y ..J -0U • � it p W.Zp p_ O d r U d U] W 4 1ri S q 1.0 H In w • c GC W I® z W O I a CO 0 � CO ix � ® z ce co w 0 J 0 �M � I-NW XC / � J � W I o W a ° W G 111 1 0 '- U) REVISIONS: REQUIRED BY: k ." LANDLORD COMMENTS B.D. COMMENTS • INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: F ' W m 2 N1 - =x om a 0 , 0 C] O W U ] =oz CC, • 0= C 4, _ w 4 . � pa = 3=30 .gpg [7! -XWz ��p0 - x =kw 2 -9 W La 5- d = W2 1 W A Q.[ J j W a .- r 4CCaIn0 0 r6v ' ?i ,Jrn = RECEIVED AA AAA s"e G� r�fORAPt e�raru 0 0 LUUU PERMI1 UbN I tH 04/18/2008 AOH AOH RAP ELECTRICAL DETAILS DRAWING NUMBER: oliek r,I W 0 0 CO 0 o Lr") y .. o ° 2 0 0 W r2 I- Z N W 0 DATE 05/27/0a VOLTAGE : 120/208V, 30, 4W MOUNTING : - BUS RATING : 225A PANELBOARD B MAIN CIRCUIT BREAKER : 150 A 5 000 A.I.C. SERIES RATE SSE SERIES RATED NOTES LOCATION : WR ENCLOSURE (IFS) ISOLATED GROUND BUS LCL LTG. ZONE CIR. NO. DESCRIPTION CB LOAD CB DESCRIPTION CIR. NO. LTG. ZONE LCL AMP POLE A B C AMP POLE * SHOW WINDOW LIGHTING ALLOWANCE 1 (WR) TELEPHONE BOARD 20 1 360 800 6.000 RECEPTACLES 20 1 MUSIC / SOUND SYSTEM 2 B * MOTORS 40.929 3 (WR) TEMPERATURE CONTROLS SPARE 1 . 0 40.929 FIXED ELECTRIC SPACE HEATING 59.111 �D0 1000 0 D 59.111 1.0 59.111 SECURITY SYSTEM 4 SPARE 4 C 1.25 * * ** 5 DREAMSTEAMER 0 30 3 5 SALES AREA PERIMETER LIGHTS 3000 1500 /1 MISCELLANEOUS 23.460 WALKIE RECEPTACLES 6 760 1052 1.0 23.460 TOTAL NOTES 7 FITTING ROOM LIGHTS 6 C VA. PER 2 FOOT OF ONLY ON ONE 300 AMP SERVICE 179.510 VALUE OF THE 220 -12 REQUIREMENT MINUS ACTUAL 220 -12 REQUIREMENT OR ACTUAL MOTOR KVA x 1000 3000 1500 D 7 20 20 WATER HEATER 8 724 0 9 ' ' ' SPARE 3000 1500 C I i 3.000 MISCELLANEOUS 23.460 1 10 SIGN 1.0 23.460 TOTAL 11 STOCKROOM RECEPTACLES 20 1 79.466 360 660 20 1 ELECTRIC WATER COOLER 12 * USE GREATER VALUE OF THE TWO CATEGORIES ** N.E.C. ARTICLE 220 -12 REQUIREMENT - (200VA PER FOOT OF 13 STOCKROOM RECEPTACLES ENTRY /SHOW WINDOW LIGHTS * * ** 125% OF THE LARGEST MOTOR OF COMPRESSOR IN SYSTEM. APPLIED ONLY ON ONE UNIT. USE 112.5 KVA, 480V- 120/208V, 3 PHASE TRANSFORMER. 72....0„.„,,,--' 0 1275 1060 SPARE 14 12 15 TV RECEPTACLE 13 SALES AREA NIGHT LIGHTS 800 900 985 940 MANAGER COMPUTER, I.G. 16 SALES AREA TRACK LIGHTS 14 C 17 MICROWAVE 15 SPARE 1200 500 FIRE ALARM CONTROL PANEL 18 SALES AREA TRACK LIGHTS 19 REFRIGERATOR 12001080 17 SIGN SALES AREA RECEPTACLE 20 i -; • ;;: 21 SPARE 18 C 0 _- 19 SALES AREA NIGHT UGHTS SALES AREA RECEPTACLE 22 1770 23 SENSORMATIC, I.G. SALES AREA TRACK LIGHTS 20 C 720 1260 A 21 SIGN SALES AREA RECEPTACLE 24 1200 ■ 1210 25 SPARE SALES AREA TRACK UGHTS D 720 SALES AREA RECEPTACLE 26 27 SPARE 2.'0 0 1260 24 C SALES AREA RECEPTACLE 28 25 SPARE 29 SENSORMATIC, I.G. D 1196 720 1080 SALES AREA TRACK LIGHTS 26 C SHOW WINDOW RECEPTACLE 30 D 27 SALES AREA PERIMETER LIGHTS 31 CASHWRAP REGISTER, I.G. 690 945 7,,,,--" a SALES AREA TRACK LIGHTS 28 SPARE 32 T 29 33 CASHWRAP REGISTER, I.G. 1440 720 SALES AREA TRACK UGHTS SPARE 34 35 MANAGER RECEPTACLE 0 660 540 360 CASHWRAP UTILITY POWER 36 37 RTU RECEPTACLE SPACE 360 720 0 1235 CASHWRAP UTILITY POWER 38 34 C 39 SPARE 35 SPACE D 0 O 0 SPARE 40 SPARE 36 41 SPARE 37 r 0 0 T T SPARE 42 LOAD PER PHASE: (N.E.C. CONNECTED) 11,900 12,020 11,900 TOTAL VA: 35.820 VA TOTAL AMPS: 99.43 A LCL 0 25% PER PHASE - - - TOTAL LOAD PER PHASE: (N.E.C. DEMAND) 11,900 12,020 11,900 VOLTAGE : 120/208V, 30, 4W MOUNTING - BUS RATING : 225A PAN PANELBOARD A MAIN CIRCUIT BREAKER : 100 A (SEE A.I.C. SERIES RATED ESERIESRATED NOTES) LOCATION : WR ENCLOSURE (IFS) LCL LTG ZONE CIR. NO. DESCRIPTION CB LOAD CB DESCRIPTION CIR. NO. LTG. ZONE LCL AMP POLE A B C AMP POLE * SHOW WINDOW LIGHTING ALLOWANCE 1 EXIT /EMERGENCY LIGHTS 20 1 344 1134 6.000 RECEPTACLES 20 1 STOCKROOM UGHTS /FAN 2 B * MOTORS 40.929 1 . 0 3 SPARE 1 . 0 40.929 FIXED ELECTRIC SPACE HEATING 59.111 1.0 0 D 59.111 1.0 59.111 AIR CONDITIONING SYSTEM 0.000* SPARE 4 C 1.25 * * ** 0.000 ELECTRIC WATER HEATER 3.000 D 5 SALES AREA PERIMETER LIGHTS 1 25 3.000 MISCELLANEOUS 23.460 1.0 23.460 760 1052 1.0 23.460 TOTAL NOTES 163.770 FITTING ROOM LIGHTS 6 C VA. PER 2 FOOT OF ONLY ON ONE 300 AMP SERVICE 179.510 VALUE OF THE 220 -12 REQUIREMENT MINUS ACTUAL 220 -12 REQUIREMENT OR ACTUAL MOTOR KVA x 1000 (200VA PER FOOT OF SHOW WINDOW LIGHTING - THE GREATER OF (150VA TRACK LIGHTING VA. IN SYSTEM. APPLIED FEEDER AMPERAGE NEW D 7 SALES AREA PERIMETER LIGHTS x = 216 AMPS 480 x 1.73 ELECTRIC WATER 724 0 HEATER 3.000 SPARE 8 C 1.25 3.000 MISCELLANEOUS 23.460 A 9 SIGN 1.0 23.460 TOTAL 63.734 1200 1575 70.736 79.466 NOTES SALES AREA TRACK LIGHTS 10 C * USE GREATER VALUE OF THE TWO CATEGORIES ** N.E.C. ARTICLE 220 -12 REQUIREMENT - (200VA PER FOOT OF A 11 ENTRY /SHOW WINDOW LIGHTS * * ** 125% OF THE LARGEST MOTOR OF COMPRESSOR IN SYSTEM. APPLIED ONLY ON ONE UNIT. USE 112.5 KVA, 480V- 120/208V, 3 PHASE TRANSFORMER. 1275 1060 SALES AREA NIGHT LIGHTS 12 13 SALES AREA NIGHT LIGHTS 985 940 SALES AREA TRACK LIGHTS 14 C 15 SPARE SALES AREA TRACK LIGHTS 16 C A 17 SIGN i -; • ;;: SALES AREA TRACK UGHTS 18 C 19 SALES AREA NIGHT UGHTS 1770 SALES AREA TRACK LIGHTS 20 C A 21 SIGN 1200 ■ 1210 SALES AREA TRACK UGHTS 22 C 23 SPARE 2.'0 SPARE 24 C 25 SPARE D 1196 SALES AREA TRACK LIGHTS 26 C D 27 SALES AREA PERIMETER LIGHTS 690 945 SALES AREA TRACK LIGHTS 28 C T 29 SALES AREA NIGHT LIGHTS 1435 sn SALES AREA TRACK UGHTS C 31 SPACE 0 660 DENIM NEON SIGN 32 33 SPACE 0 1235 SALES AREA TRACK LIGHTS 34 C 35 SPACE O 0 SPARE 36 37 SPACE 0 SPARE 38 39 SPACE 0 D SPARE 40 41 SPACE f Y 0 0 1 T SPARE 42 LOAD PER PHASE: (N.E.C. CONNECTED) 9,268 9,330 9,316 TOTAL VA: 34,893 VA TOTAL AMPS: 96.925 A LCL 0 25% PER PHASE 2,317 2,333 2,329 TOTAL LOAD PER PHASE: (N.E.C. DEMAND) 11,585 11,663 11,645 ELECTRICAL LOAD SUMMARY SUPPL880V, 30, 4W, 60HZ DESCRIPTION ACTUAL CONNECTED KW /KVA POWER FACTOR ACTUAL DEMAND KVA N.E.C. CONNECTED KW /KVA N.E.C. DEMAND FACTOR N.E.C. DEMAND KVA LIGHTING 6.566 1.0 6.566 6.566 1.25 8.208 TRACK LIGHTING 17.673 1.0 17.673 23.550 (314 FT) * 29.438 *0.150 2 SHOW WINDOW LIGHTING ALLOWANCE 3.675 1.0 3.675 4.800 (24.00' X 0.200) ** 6.000 RECEPTACLES 9.360 1.0 9.360 9.360 1.0 [ 10KW 0.5 REMAINING KW 9.360 MOTORS 40.929 1 . 0 40.929 40.929 1 . 0 40.929 FIXED ELECTRIC SPACE HEATING 59.111 1.0 59.111 59.111 1.0 59.111 AIR CONDITIONING SYSTEM 0.000* 1.0 0.000 0.000* 1.25 * * ** 0.000 ELECTRIC WATER HEATER 3.000 1.0 3.000 3.000 1 25 3.000 MISCELLANEOUS 23.460 1.0 23.460 23.460 1.0 23.460 TOTAL NOTES 163.770 TWO CATEGORIES INSTALLED INSTALLED OF COMPRESSOR _ MINIMUM 163.770 170.780 VA. PER 2 FOOT OF ONLY ON ONE 300 AMP SERVICE 179.510 VALUE OF THE 220 -12 REQUIREMENT MINUS ACTUAL 220 -12 REQUIREMENT OR ACTUAL MOTOR KVA x 1000 (200VA PER FOOT OF SHOW WINDOW LIGHTING - THE GREATER OF (150VA TRACK LIGHTING VA. IN SYSTEM. APPLIED FEEDER AMPERAGE NEW UNIT. * USE GREATER ** N.E.C. ARTICLE SHOW WINDOW) * ** N.E.C. ARTICLE TRACK LIGHTING) * * ** 125% OF THE LARGEST N.E.C. DEMAND SYSTEM VOLTAGE 179.510 X 1000 x = 216 AMPS 480 x 1.73 TRANSFORMER LOAD SUMMARY 120/208V, 30, 4W, 60HZ SYM. ACTUAL POWER ACTUAL N.E.C. N.E.C. N.E.C. DESCRIPTION CONNECTED FACTOR DEMAND CONNECTED DEMAND DEMAND O WATER KW /KVA 208V, 10 KVA KW /KVA FACTOR KVA LIGHTING 6.566 1.0 6.566 6.566 1.25 8.208 TRACK LIGHTING 17.673 1.0 17.673 23.550 (314 FT) X 29.438 *0.150 2 SHOW WINDOW LIGHTING ALLOWANCE 3.675 1.0 3.675 4.800 ■ 24.00' X 0.200) 6.000 RECEPTACLES 9.360 1.0 9.360 9.360 1.0 10K 0.5 REMAINING G KW 9.360 MOTORS 0.000 1.0 0.000 0.000 1.0 0.000 FIXED ELECTRIC 49.23 THHN 1#10 G ,� 1 THRU UNIT DISC. SW. 50A -3P __ _ SPACE HEATING 0.000 1.0 0.000 0.000 1.0 0.000* AIR CONDITIONING SYSTEM 0.000* 1.0 0.000* 0.000* 1.25**** 0.000 * ELECTRIC WATER HEATER 3.000 1.0 3.000 3.000 1.25 3.000 MISCELLANEOUS 23.460 1.0 23.460 23.460 1.0 23.460 TOTAL 63.734 63.734 70.736 79.466 NOTES * USE GREATER VALUE OF THE TWO CATEGORIES ** N.E.C. ARTICLE 220 -12 REQUIREMENT - (200VA PER FOOT OF SHOW WINDOW) MINUS ACTUAL INSTALLED SHOW WINDOW LIGHTING VA. * ** N.E.C. ARTICLE 220 -12 REQUIREMENT - THE GREATER OF (150VA PER 2 FOOT OF TRACK LIGHTING) OR ACTUAL INSTALLED TRACK LIGHTING VA. * * ** 125% OF THE LARGEST MOTOR OF COMPRESSOR IN SYSTEM. APPLIED ONLY ON ONE UNIT. USE 112.5 KVA, 480V- 120/208V, 3 PHASE TRANSFORMER. ELECTRICAL EQUIPMENT DATA SYM. ITEM VOLTAGE HP. KW. F.L.A. FEEDERS TYPE OF CONN. BRANCH BREAKER DISC. SW. BUS/ FUSES REMARKS WIRE COND. O WATER HEATER 208V, 10 -- 3.0 -- 2 #12 THHN 1 #12 G 1/2,. 'AC' TOGGLE SWITCH 20A -2P ___ SEE NOTE NO. 1 BELOW DREAM STEAMER 208V, 30 -- 3 g __ # THH 1 #10 G 1" THRU RECEPTACLE 30A -3P - -- - -- - -- O AHU -1 (WITH HEATING) 480V, 30 -- 50.0 HEAT 71.1 3 #3 THHN 1 # G 1 1 4 / " THRU UNIT THRU DISC. SW. 90A -3P ___ - -- NO. 2 BELOW 4 ACLU -1 480V, 30 -- -- 49.23 THHN 1#10 G ,� 1 THRU UNIT DISC. SW. 50A -3P __ _ _ - - SEE NOTE NO. 2 BELOW NOTE: TO BE FURNISHED BY ESD &C AND INSTALLED BY ELECTRICAL CONTRACTOR. TO BE FURNISHED AND INSTALLED BY MECHANICAL SUPPLIER. 1. 'AC' TOGGLE SWITCH 2. DISCONNECT SWITCH PANEL "B" 150A -3P MCB D [u 144413 0 0 0 0 Ion n p n m Ion n E 0 0D Im a 0 0D 0 m I ea 0 E n nI D 111 I QJ 0 E n m 0 0D Im 0 0 CM MI D 00o m0 D m m eaeE D OD seas Ionn nm aoa�a n m aa��a I oo n E o0D Ima 0cn V Imo 000 Im D n m on aE saes O 1:11:10181E1 144413 0 0 0 0 0 m in 0 D 111 m 0 0 0D 0 CM MI D 00o m0 D m m eaeE D OD seas aoa�a aa��a L0. LO. LO. ELECTRICAL RISER DIAGRAM, PANEL SCHEDULES, AND NOTES N.E.C. Connected Totals: OA 0B 9.330 kw oC Total 27.914 kw 9.268 kw N.E.C. Demand Totals: OA 11.585 kw OB 11.663 kw oC 11.645 kw Total 34.893 kw 9.316 kw (All Phases to be balanced to within 7% using Actual Load Totals.) Breaker Options: BABR - Solenoid Operated BABR Breaker LO - Handle lock-off device ST - Shunt Trip Type AUX - Auxiliary Contacts PA - Handle Padlock Attachment GFCI - Ground Fault Circuit Interrupter HACR - Heating, A/C & Refrigeration * LCL - Long Continuous Load ELECTRICAL POWER GENERAL NOTES 1. HVAC CIRCUIT BREAKERS SHALL BE "HACR" TYPE WHEN REQUIRED BY EQUIPMENT NAMEPLATE PER N.E.C. 2. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY EXACT K.A.I.C. RATING (BUILDING SERVICE AVAILABLE FAULT CURRENT) OF LANDLORDS DISTRIBUTION EQUIPMENT PRIOR TO BID AND WORK COMMENCEMENT. IF FOUND TO BE HIGHER THAN PANEL RATING, NOTIFY YOUR ESD &C PROJECT MANAGER IMMEDIATELY. 3. ELECTRICAL CONTRACTOR SHALL BALANCE ALL PANELS AND ELECTRICAL EQUIPMENT TO 7% ( + / -) BETWEEN PHASES: A /B, B /C, A /C, REGARDLESS OF CIRCUITING INDICATED. 4. PROPER CLEARANCE MUST BE MAINTAINED ABOUT ELECTRICAL EQUIPMENT PER N.E.C. FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE IN ELECTRICAL ROOM /AREA PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT. 5. ALL PANEL BRANCH CIRCUIT BREAKERS SHALL BE BOLT -ON TYPE. 6. ALL PANEL BUS BARS SHALL BE COPPER. 7. MOUNT A TYPEWRITTEN DIRECTORY BEHIND GLASS OR PLASTIC ON THE INSIDE OF EACH PANEL DOOR AND, ON THE DIRECTORY, SHOW THE CIRCUIT NUMBER AND COMPLETE DESCRIPTION OF ALL OUTLETS ON EACH CIRCUIT. 8. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS FOR A COMPLETE AND OPERABLE ELECTRICAL DISTRIBUTION SYSTEM. 9. ALL PANELBOARDS, SWITCHBOARDS AND LINE VOLTAGE CONTROL EQUIPMENT SHALL BE FACTORY MARKED TO WARN QUALIFIED PERSONS OF POTENTIAL ELECTRIC ARC FLASH HAZARDS. MARKING SHALL BE LOCATED SO AS TO BE CLEARLY VISIBLE TO QUALIFIED PERSONS BEFORE EXAMINATION, ADJUSTING, SERVICING OR MAINTENANCE OF EQUIPMENT. 10. ELECTRICAL CONTRACTOR SHALL MAKE SURE ENTIRE INSTALLATION CONFORMS TO N.E.C. 110.3 - EXAMINATION, IDENTIFICATION, INSTALLATION, AND USE OF EQUIPMENT. 11. SWITCHBOARDS, PANELBOARDS, DISCONNECT SWITCHES, AND CONTACTORS ARE TO BE "LISTED" AND "IDENTIFIED" AS RATED FOR A MINIMUM OF 75"C CONDUCTOR TERMINATION. 12. IFS ENCLOSURE LIGHTING CONTROLS: SOLENOID OPERATED BABR BREAKERS ARE PROVIDED WITH IFS PANELS FOR STORE LIGHTING CONTROLS AND STOREFRONT SIGNS. SEE PANEL SCHEDULES FOR LIGHTING ZONE DESIGNATIONS (le: ZONE A, B, C, D) 13. IFS ENCLOSURE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR IS HEREIN DESCRIBED: A. UNIT WILL BE SHIPPED TO PROJECT IN MULTIPLE SECTIONS AND THE ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR OFF- LOADING OF EQUIPMENT, INSPECTION OF EQUIPMENT FOR DAMAGE, VERIFICATION OF EQUIPMENT RECEIVED FOR PROPER STORAGE, SETTING AND MOVING OF EQUIPMENT INTO SPACE AS WELL AS REASSEMBLING OF SECTIONS INTO ONE COMPLETE UNIT PER MANUFACTURER'S DOCUMENTATION. B. ELECTRICAL CONTRACTOR SHALL CONNECT ALL PROVIDED INTERCONNECTING CABLES BETWEEN SECTIONS AND TORQUE CONNECTIONS PER MANUFACTURER'S REQUIREMENTS. C. ALL CONNECTIONS WITHIN THE TELEPHONE /DATA SECTION AND HVAC CONTROL SECTION OF THE IFS ENCLOSURE WILL BE DONE BY OTHERS. ELECTRICAL CONTRACTOR WILL BE RESPONSIBLE FOR INSTALLATION OF LOW VOLTAGE CONDUIT SYSTEM (IF REQUIRED BY CODE OR LANDLORD) INTO THESE SECTIONS ONLY. D. SWITCHBOARD WILL BE SHIPPED ON AN ENCLOSED SEMI - TRAILER. ELECTRICAL CONTRACTOR MUST ARRANGE FOR A FORKLIFT TO OFF -LOAD AT JOB SITE. ELECTRICAL CONTRACTOR WILL RECEIVE 24 NOTICE PRIOR TO DELIVERY. 14. ELECTRICAL CONTRACTOR SHALL INCLUDE ALL COSTS TO FURNISH AND INSTALL ALL LOW VOLTAGE WIRING IN CONDUIT, AS PART OF BASE BID. DEMARC DEMOLITION NOTES 1. THE G.C. SHALL NOT CUT THE MAIN TELEPHONE WIRES LEADING TO THE TERMINATION STRIP (DEMARC BLOCK) OR PHONE SYSTEM. 2. IF THE DEMARC IS TO BE RELOCATED, IT SHALL BE COORDINATED WITH EXPRESS TECHNICAL SERVICES (LTS). THE PRIMARY CONTACT IS BRENDEN SPIVEY AT 614 -415 -4077, AND THE SECONDARY CONTACT IS ZELDA WARD AT 614 - 415 -2160. 3. THE G.C. SHALL ALLOW ADEQUATE TIME FOR RELOCATION IN THE CONSTRUCTION SCHEDULE. 4. IF THE WALL WITH THE TELEPHONE BLOCK IS SCHEDULED FOR DEMOLITION, THE ENTIRE BACKING PANEL SHALL BE REMOVED FROM THE WALL (WITHOUT DISCONNECTING THE WIRING) AND IT SHALL BE SAFELY SECURED IN THE CEILING UNTIL IT CAN BE RELOCATED TO THE NEW AREA OR REINSTALLED ON WALL. SERIES RATED NOTES 1. MAIN CIRCUIT BREAKER IN 'PANEL IFS' SHALL BE FULLY RATED TO PROVIDE AN INTERRUPTING RATING OF 65,000 AMPS RMS. 2. MAIN CIRCUIT BREAKER SHALL BE "SERIES" RATED WITH ALL OTHER FEEDER BREAKERS IN 'PANEL IFS' TO PROVIDE AN INTERRUPTING RATING OF 65,000 AMPS RMS. 3. PANELBOARDS OR OTHER EQUIPMENT THAT IS PROTECTED BY "SERIES" RATED OVERCURRENT PROTECTED DEVICES UPSTREAM SHALL BE MARKED WITH A PERMANENT LABEL THAT INDICATES THE SHORT- CIRCUIT RATING OF THE SERIES COMBINATION AND CALLS OUT THE SPECIFIC REPLACEMENT OVERCURRENT DEVICE(S) THAT CAN BE UTILIZED. LO. LO. LO. N.E.C. Connected Totals: OA 11.900 kw N.E.C. Demand Totals: OB 12.020 kw oC 11.900 kw Total 35.820 kw LANDLORD MAIN SWITCHBOARD, 277/480V, 30, 4W, 60HZ. FIELD VERIFY. 6 OA 11.900 kw OB 12.020 kw oC 11.900 kw Total 35.820 kw (All Phases to be balanced to within 7% using Actual Load Totals.) Lighting Time Control Legend: A - Marketing Level Lighting Show Window Lights Show Window Receptacles Exterior Signage B - Stocking Stockroom (Non - Sales) Lighting C -- Task Level 2/3 Sales Floor Lighting evenly distributed (preferably Down Lights) General Sales Floor Receptacles D - Sales Level Lighting Balance of Sales Floor Lighting Interior Display Lighting Display Cabinet Lighting Receptacles VERIFY MINIMUM 3" CONDUIT WITH 4 #350 KCMIL THHN + 1#4 CU G. NOTE: G.C. IS TO VERIFY LOCATION AND SIZE OF LANDLORD ELECTRICAL CONDUIT AND CONDUCTORS (IF EXISTING) PRIOR TO BEGINNING OF CONSTRUCTION INCLUDING OTHER RELATED WORKS. REFER TO FIELD SURVEY OR DESIGN CRITERIA. P LEASE LINE LANDLORD TENANT SPACE IFS IS A SINGLE SWITCHGEAR ENCLOSURE THAT MEETS NEMA STANDARD PB -2 AND UL 891 (SWITCHBOARD CONSTRUCTION). Breaker Options: LO - Handle lock -off device ST -- Shunt Trip Type AUX - Auxiliary Contacts PA - Handle Padlock Attachment HACR - Heating, A/C & Refrigeration *LCL - Long Continuous Load POINT WHERE TO INTERCEPT /EXTEND CONDUIT (SERVICE FEEDER) STUB -IN. PROVIDE PULL/CONNECTION BOX AS NECESSARY, SIZE AS PER CODE REQUIREMENTS. ASSUMED FAULT CURRENT IS 65,000 SYM AMPS AT LL PANEL. SEE SERIES RATED NOTE #1. VERIFY EXISTING TENANT ELECTRICAL SERVICE METER COMPLETE WITH CT'S. FIELD VERIFY REQUIREMENTS WITH THE LANDLORD AND /OR UTILITY COMPANY, PRIOR TO BID AND WORK COMMENCEMENT. 400A, 277/480V, 30, TENANT MAIN DISCONNECT SWITCH WITH (3) 300 LPS -RK FUSES. FIELD VERIFY REQUIREMENTS WITH THE LANDLORD ENGINEER PRIOR TO BID AND WORK COMMENCEMENT. TRANSFORMER AND PANEL FEEDER FURNISHED BY IFS MFGR. AS REQUIRED. E.C. TO MAKE FINAL CONNECTIONS TO PANELBOARD (TYP.) FAULT CURRENT IS 40,747 SYM AMPS. ELECTRICAL CONTRACTOR TO BALANCE TRANSFORMER TO SUPPLY 120V±3% AFTER ALL CONNECTIONS ARE MADE AND RUNNING. PROVIDE BALANCE SHEET TO THE ESD &C PROJECT MANAGER AT PUNCHLIST. FAULT CURRENT IS 16,162 SYM AMPS. SHORT CIRCUIT CALCULATIONS BASED ON 50 FEET FROM LANDLORD ELECTRICAL EQUIPMENT TO TENANT ELECTRICAL EQUIPMENT. FIELD VERIFY EXACT DISTANCE PRIOR TO BID. U1 M.C.B. 300A/3P 0 HACR 9OA 3P O 0 SPARE O 0 SPACE O c 3 4 0 0 5 2 0 0 TRANSFORMER 175.0 3P LO. LO. ELECTRICAL CONTRACTOR TO EXTEND THE SERVICE FEEDER AS SHOWN, 3 "C, 4 11350 KCMIL THHN + 1#4 G. FIELD VERIFY. ACCU -1 HACR 50A 3P SPACE 0 0 S EE SERIES RATED NOTE #2. (TYP.) 3 #2/O THHN 112.5 KVA 4 #1/0 + 1 #6 XHHW 4 #1/0 + 1 #6 XHHW 1 33 5 73 9 11 E 13 153 17 193 21 23 3 25 27 3 29 31 339 351 37 39 41 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 FAULT CURRENT IS 13,701 SYM AMPS. PANEL "A" 150A -3P MCB FAULT CURRENT IS 1 3,701 SYM AMPS. E.C. SHALL FURNISH AND INSTALL A 1" CONDUIT AND PULLWIRE FROM DEMARC TO IFS ENCLOSURE. FAULT CURRENT IS 40,747 SYM AMPS. PANEL IFS; 277/480V; 30; 4W; 60HZ SUPPLY; 400A BUSS; 65,000 A.I.C. 1 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 f 1/0 THHN GROUND CONDUCTOR (SYSTEM BONDING JUMPER) TO BLDG. STEEL, METALLIC WATER PIPE AND /OR GROUND ROD PER N.E.C. AND LOCAL CODES. B -3 TELEPHONE /HVAC EQUIPMENT CONTROL PANEL B -1 ROOF LINE LEVEL CEILING LINE PANEL HEIGHT, TOP OF IFS PANEL DEMARCATION POINT PROVIDED BY PHONE CO. (REFER TO DEMARC DEMOLITION NOTES). .C. TO PROVIDE AND INSTALL PLYWOOD SURFACE MOUNTED BACKBOARD ON WALL. LOCATE ADJACENT TO IFS PANEL LECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL #6 THHN GROUND CONDUCTOR, TERMINATED AT GROUNDING ELECTRODE CONDUCTOR, CONFORMING TO N.E.C. 800.40 AND LOCAL UTILITY REQUIREMENTS. FINISH FLOOR LEVEL N.T.S. A SHREMSHOCKAENG1NEERING, INC. 6130 S I 'i ROAD WESTER 614 - 545 - ? exPsREs (L 1 ' -7 0 0 0 z cc 1 - - 4C C ❑ Lli CIC 0 CO CO in CC C X 03 LLJ JO 10 ■ ~ W w 0 L AI t7 REQUIRED BY: LANDLORD COMMENTS B.D. COMMENTS * INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: En 1- N REVISIONS: II I1kI fe o onnn WW U U LIJUVU ‘; ^ it O d VI i'IRMIT CENTEM Q U, DRAWING NUMBER: N 0 00 u7 rn CO DO 0_ o o ~t� O „ w,:. o w w 0 0< O 00 O 00 u� O Q O = O w o_ I- z to w 0 DATE 05/27/oa 04/18/2008 AOH AOH RAP ELECTRICAL PANELS AND RISER DIAGRAM f c 0000581 PROJECT INFORMATION: o _ PO r- -I X1 s O a o w m 0 p "m (.3 rT1 m m 'o z o v m 32. °d <_ �a v �rr1m � m I- D` Z � 4 o 0 m m n x X EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL SEATTLE, WA 98188 SCOPE: PACKAGE: DESIGN TYPE: HAYWOOD GENERATION: ESD&C PROJECT #: 00005818 A/E PROJECT #: 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 EXPRESS STORE PLANNING, INC., D /B /A EXPRESS STORE DESIGN AND CONSTRUCTION ( "ESDC "). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. 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 ESDC. 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 EJMITATION, 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. EXPRESS STORE PLANNING, INC. d /b /a STORE DESIGN & CONSTRUCTION t d P r k ` `£ ay '.•:° # 43230 FACP LANDLORD ALL FINAL SEQUENCES OF OPERATION. I© ELR RELAY El FIRE ALARM CONTROL PANEL WITH BATTERY BACK -UP FURNISHED AND INSTALLED BY FIRE ALARM CONTRACTOR. COORDINATE WITH FIRE ALARM MANUAL PULL STATION, +48" A.F.F. CEILING MOUNTED PHOTOELECTRIC SMOKE DETECTOR FIRE ALARM HORN AND STROBE. STROBE TO BE 75cd. BOTTOM OF DEVICE TO BE 80" A.F.F. HEAT DETECTOR. DUCT MOUNTED PHOTOELECTRIC SMOKE DETECTOR END OF LINE RESISTOR FAN SHUT -DOWN RELAY WATER FLOW SWITCH FIRE ALARM STROBE. STROBE TO BE 15cd. BOTTOM OF DEVICE TO 01 DUCT MOUNTED SMOKE DETECTOR FURNISHED BY FIRE ALARM CONTRACTOR CONTRACTOR TO CONNECT DETECTOR TO FIRE ALARM PANEL IN SPACE. 0 FIRE ALARM CONTROL PANEL WITH BATTERY BACK -UP AND A MINIMUM OF CONTRACTOR. FIRE ALARM CONTROL PANEL SHOULD BE TIED -IN WITH THE CONTRACTOR SHALL COORDINATE WITH THE LANDLORD ENGINEER ALL FINAL FIRE ALARM HORN /STROBE FURNISHED AND INSTALLED BY THE FIRE ALARM HEIGHTS), WIRED BY ELECTRICAL CONTRACTOR. ® FIRE ALARM PULL STATION FURNISHED AND INSTALLED BY THE FIRE ALARM HEIGHTS), WIRED BY ELECTRICAL CONTRACTOR. BE 80" A.F.F. AND INSTALLED BY MECHANICAL CONTRACTOR. ELECTRICAL 6 ZONES FURNISHED AND INSTALLED BY FIRE ALARM EXISTING MALL CENTRAL FIRE ALARM SYSTEM AND THE SEQUENCES OF OPERATION. CONTRACTOR (REFER TO SPECIFICATIONS FOR MOUNTING CONTRACTOR (REFER TO SPECIFICATIONS FOR MOUNTING ® CEILING SMOKE DETECTOR FURNISHED AND INSTALLED BY FIRE ALARM CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. V FIRE ALARM STROBE FURNISHED AND INSTALLED BY THE FIRE ALARM CONTRACTOR (REFER TO SPECIFICATIONS FOR MOUNTING HEIGHTS), WIRED BY ELECTRICAL CONTRACTOR. FIRE ALARM LEGEND /CODED NOTES 06.23. NTS 02DF012DOLGND A ZONE 3 2 TO FACP TO ZONE 2 VERIFY ALL FIELD CONDITIONS PRIOR TO BID SHREMSHCCK_; 6130 S. WESTERV1 ,.: 614 -545 — Q W 0 'm no O 2 W E W 4 [] � m ,J ¢ 0 La O a W U °wa a i<o z �G7 (�5� C ' d NJ CC 0_ ° " M 0 H 1.6.1 C 4 Or tg : 1 e ° -az c,r � V5 ti U = W La 0 W w1 tri on inn La: In 0 W ° W r a: CD W C 1 W N Z Q H ~ = 4 tD La C7 M m w Z ° 2 o 2 U' CC .fr . Vl 4 (iyf gS 9 =c. W cm " E2 °° L W w5UC W U W " O 0 E C x V] r C C D V l Y d= W 2 C5 W O 1 d C x 9 C W w Z m 1' W MD Cu 0_ H °dam 4 r Ca C a 2 816,8 I IXPYRES ely —(6 - to I I— z LU C.) I J M a o Cn ® mco I- CO a CO ' : zO' 0 WI o z Cr It NI i— 1— 0. 1 . 4k J —) X LA 2 Oo1_ W OW ce �� Et) ^En REVISIONS: REQUIRED BY: GINEERING, INC. R OAD 0 .� z D CL cc CD 5 LLI CO Ca LLI re I— +� I� C - X co LJJ � ivi FIRE ALARM PLAN SEE SHEET F01.1 KEY PLAN * INDICATES NO REVISION TO THIS SHEET AM U O Lf�tll PERMIT CENTER DATE ISSUED: 04/18/2008 DESIGNED BY: AOH DRAWN BY: EDS CHECKED BY: RAP FIRE ALARM PLAN NOTES DRAWING NUMBER: I— U W a O � cc z C l 0 W DATE FIRE ALARM HORN STROBE MOUNT CENTER OF DEVICE AT 48" A.F.F. MANUFACTURER & MODEL NUMBER FIRE ALARM CONTROL PANEL WITH BATTERY BACK-UP FURNISHED AND INSTALLED BY FIRE ALARM CONTRACTOR. COORDINATE WITH LANDLORD ALL FINAL SEQUENCES OF OPERATION. PHOTOELECTRIC STROBE SHALL BE 75cd. MOUNT BOTTOM OF DEVICE AT 80 A.F.F. PHOTOELECTRIC STROBE SHALL BE 15cd. MOUNT BOTTOM OF DEVICE AT 80 A.F.F. NOTE: ALL SYMBOLS MAY NOT BE USED ON THIS PROJECT. SHOWN FOR REFERENCE ONLY. 1. FIRE ALARM SYSTEM SHALL BE FURNISHED, INSTALLED AND WIRED BY THE FIRE ALARM CONTRACTOR. THIS CONTRACTOR SHALL PROVIDE A COMPLETE SYSTEM (LANDLORD APPROVED) EQUAL TO NOTIFIER SYSTEM 500 OR EQUAL OF PYROTRONICS, EDWARDS SYSTEMS TECHNOLOGIES OR SIMPLEX/GRINNELL CONTROL PANEL SHALL BE A MICROPROCESSOR BASED SYSTEM CONTAINING 6 FIRE ALARM ZONES, INITIATING ALARM POWER MODULES FOR HORNS & STROBES, CONTROL RELAY MODULE FOR CONTROL OF H.V.A.C. EQUIPMENT, AND ALL OTHER MISCELLANEOUS ITEMS FOR A COMPLETE AND OPERATING FIRE ALARM SYSTEM. CONTROL PANEL TO BE PROGRAMMED SO THAT IF ANY ONE ZONE GOES INTO ALARM, ALL H.V.A.C. UNITS ARE TO BE SHUT DOWN. ZONE 1 = SMOKE DETECTORS SWITCH IN SALES AREA ZONE 2 = SMOKE DETECTOR SWITCH IN NON-SALES AREA ZONE #3 = MANUAL PULL STATIONS ZONE /At = DUCT DETECTORS FOR H.V.A.C. UNITS ZONE #5 = SPARE 2. THE FOLLOWING PERIPHERAL DEVICES TO BE INSTALLED AS A PART OF THE FIRE ALARM SYSTEM: 2.1. MANUAL PULL STATION, NON-CODED, DUAL-ACTION, UNIT, +48" A.F.F., #NBG-10. 2.2. DUCT MOUNTED SMOKE DEFECTORS, PHOTOELECTRIC TYPE #2451-DH4DOACDC WITH REQUIRED SAMPLING TUBES. 2.3. AREA SMOKE DETECTOR, PHOTOELECTRIC TYPE #2451-B402B. 2.4. HORN/STROBE UNIT, MINIMUM 75cd, MOUNT DEVICE ON WALL SUCH THAT THE ENTIRE STROBE LENS IS NOT LESS THAN 80- A.F.F. AND NOT GREATER THAN 96" A.F.F. OR PER NFPA 72, ADA, OR LOCAL JURISDICTION, WHICHEVER IS STRICTER, #MASS2475ADA. 2.5. STROBE UNIT, MINIMUM 15cd, MOUNT DEVICE ON WALL SUCH THAT THE ENTIRE STROBE LENS IS NOT LESS THAN se A.F.F. AND NOT GREATER THAN 96" A.F.F. OR PER NFPA 72, ADA, OR LOCAL JURISDICTION, WHICHEVER IS STRICTER, #552475ADA. 3. CONTRACTOR TO PROVIDE 3/4" EMPTY CONDUIT FROM FIRE ALARM CONTROL CABINET TO OWNER'S TELEPHONE TERMINAL BOARD. OWNER TO PROVIDE WIRING AND CONNECTION TO "LOCAL ENERGY MUNICIPAL BOX OUTPUT". ALL FIRE ALARM CONDUCTORS TO BE AS RECOMMENDED BY MANUFACTURER AND MUST BE INSTALLED IN CONDUIT. 4. ALL FIRE ALARM MATERIALS AND INSTALLATION TO BE IN CONFORMANCE WITH N.F.P.A. 72 AND A.D.A. (AMERICANS WITH DISABILITIES ACT). IN AREAS AND CORRIDORS WHERE TWO OR MORE VISUAL STROBE UNITS ARE INSTALLED, PROVIDE SYNCHRONIZED STROBE UNITS SO AS TO PROVIDE A FLASH RATE MINIMUM OF 1 Hz AND A MAXIMUM OF 3 Hz. 5. FIRE ALARM SYSTEM: ELECTRICAL CONTRACTOR SHALL VERIFY ALL NECESSARY SPRINKLER LINE POWER AND SIGNAL CONNECTIONS, I.E. FLOW SWITCH, TAMPER SWITCH, SPRINKLER BELL, ETC. SPRINKLER BELL SHOULD BE WALL MOUNTED IN DIRECT PROXIMITY TO THE SPRINKLER LINE ENTERING THE BUILDING AT APPROXIMATELY 8'-0" ABOVE FINISHED GRADE. 6. AFTER INSTALLATION, WIRING, AND CHECK-OUT OF ALL FIRE ALARM HORNS, CONTRACTOR SHALL PERFORM A SOUND LEVEL CHECK OF ALL AREAS. IN CONFORMANCE WITH NFPA 72 AND THE LOCAL AUTHORITY HAVING JURISDICTION, SOUND LEVELS PRODUCED BY FIRE ALARM HORNS TO BE 15 DBA ABOVE THE EQUIVALENT SOUND LEVEL OR 5 DBA ABOVE THE MAXIMUM SOUND LEVEL HAVING A DURATION OF AT LEAST 60 SECONDS (WHICHEVER IS GREATER) MEASURED 5 FEET ABOVE THE FLOOR IN THE OCCUPIABLE AREA. AREAS THAT ARE DETERMINED TO BE DEFICIENT TO HAVE ADDITIONAL FIRE ALARM HORN APPLIANCES ADDED TO THE TOTAL SYSTEM, AT NO ADDITIONAL COST TO THE OWNER. 7. INSTALLATION ALSO TO COMPLY WITH ALL "AMERICANS WITH DISABILITIES ACT (ADA) REGULATIONS FOR AUDIBLE AND VISUAL ALARM DEVICES. THE FIRE ALARM SYSTEM DESIGN BEEN PROVIDED IN AN EFFORT TO COMPLY WITH ALL KNOWN REGULATIONS. ANY AREAS FOUND TO BE DEFICIENT OF AUDIBLE AND/OR VISUAL ALARM DEVICES ARE TO HAVE ADDITIONAL DEVICES ADDED SO AS TO COMPLY, WITH NO ADDITIONAL COSTS TO THE OWNER. FIRE ALARM SPECIFICATION NTS OODF013E0DIAG • • : • • • • - • • • • • • • • 1. FIRE ALARM SYSTEM SHALL BE UL LISTED AND APPROVED BY LOCAL FIRE OFFICIAL AND FIRE DEPARTMENT. 2. FIRE ALARM SYSTEM TO SHUT-DOWN HVAC UNITS IN CASE OF ANY ZONE ALARM. 3. ALL FIRE ALARM WIRING TO BE IN CONDUIT. 4. FIRE ALARM CONTRACTOR SHALL FURNISH AND INSTALL RELAYS AND DRY CONTACTS FOR HVAC UNITS AS REQUIRED. RELAYS SHALL SHUT-DOWN HVAC UNITS UPON ANY ZONE ALARM. 5. TENANT'S FIRE ALARM SYSTEM SHALL BE PRETESTED PER LANDLORD'S CRITERIA AND LOCAL AUTHORITY. TENANT'S FIRE ALARM SYSTEM SHALL BE FINAL TESTED BY THE LOCAL BUILDING AND FIRE MARSHALL AND WITNESSED BY LANDLORD'S ON-SITE REPRESENTATIVE. 6. LANDLORD'S FIRE ALARM CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO LANDLORD'S FIRE ALARM SYSTEM AT THE TENANT'S SOLE COST AND EXPENSE. 7. THESE PLANS MAY BE USED FOR CONSTRUCTION ONLY AFTER APPROVAL IS OBTAINED FROM THE BUILDING DEPARTMENT FIRE ALARM PLAN CHECK DIVISION AND THAT DIVISION'S STAMPED APPROVAL AND AUTHORIZED SIGNATURE APPEAR ON THE PLANS. 8. COORDINATE ALL WORK WITH ALL TRADES INCLUDED BUT NOT LIMITED TO MECHANICAL, ELECTRICAL PLUMBING, FIRE SPRINKLER, AND STRUCTURAL CONTRACTORS. INSTALL ALL WORK TO CLEAR NEW AND EXISTING ARCHITECTURAL AND STRUCTURAL MEMBERS. NO ITEM SUCH AS PIPE, DUCT, ETC. IS TO BE IN CONTACT WITH ANY EQUIPMENT. 9, REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION WORK AND EXACT FIXTURE LOCATIONS. 10. CONTRACTOR SHALL PROVIDE CUT SHEETS TO ESD&C FOR ALL EQUIPMENT AND DEVICES FURNISHED BY THE CONTRACTOR THAT DEVIATE FROM SPECIFIED ITEM FOR REVIEW AND APPROVAL PRIOR TO THE PURCHASE OF ANY SUCH EQUIPMENT OR DEVICES. 11. THE FIRE ALARM CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE EXACT LOCATION OF SMOKE DETECTORS AND FIRE ALARM INTERFACE PANEL IN TENANT'S DEMISED PREMISES PRIOR TO SUBMITTING HIS OR HER BID. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ANY EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOB SITE AND/OR FAILURE TO PREDETERMINE ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS OR HER BID. 12. ACCESS TO ALL COMPONENTS AND EQUIPMENT MUST BE PROVIDED TO MEET CODE AND SERVICE/MAINTENANCE EASE. 13. THE CONTRACTOR SHALL VERIFY WITH LOCAL CODES AS TO THE REQUIREMENT/INSTALLATION OF THE FIRE ALARM SYSTEM. 14. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL ENSURE THE PROPER WORKING ORDER OF THE SYSTEM(S) AND MAKE ANY ADJUSTMENTS AS REQUIRED. 15. FIRE ALARM CONTRACTOR SHALL PROVIDE UL LISTED FIRE STOPPING SYSTEMS AROUND ALL CONDUIT PENETRATIONS THROUGH RATED WALLS. FIRE ALARM GENERAL NOTES SYMBOL IFACP U EI3 ELR I I RELAY a DESCRIPTION FIRE ALARM CONTROL PANEL FIRE ALARM MANUAL PULL STATION CEILING MOUNTED SMOKE DETECTOR DUCT MOUNTED SMOKE DETECTOR END OF UNE RESISTOR FAN SHUT DOWN RELAY FIRE ALARM WATER FLOW SWITCH FIRE ALARM STROBE FIRE ALARM LEGEND NTS OODF013DONOTE NTS OODFO13COLGND C B B - 1 8 C NOTE: FACP ZONE 4 ZONE 1 ZONE 2 • 11 RELAY I ELR 0 EIR a (5 ZONES MINIMUM) L ON ROOF j (SALES AREA) (NON-SALES AREA) ZONE 3 (ARE ALARM PULL STATION) (FIRE ALARM AUDIO/VISUAL STROBE) TO MALL FACP SYSTEM FIRE ALARM SYSTEM SHOWN IS FOR REFERENCE ONLY. GENERAL CONTRACTOR IS TO HIRE LANDLORD APPROVED FIRE ALARM SYSTEM CONTRACTOR TO PROVIDE A COMPLETE FIRE ALARM SYSTEM LAYOUT AS PER MALL, CITY, NFPA CODE REQUIREMENTS, AND OTHER REQUIREMENTS FROM THE AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. FIELD VERIFY AND COORDINATE ALL RELATED REQUIREMENTS PRIOR TO BID AND WORK COMMENCEMENT. ▪ QUANTITIES SHOWN ON RISER DIAGRAM ARE NOT REPRESENTATIVE TO THE REQUIRED NUMBER OF DEVICES FOR THIS TENANT SPACE. SEE SHEET F01.1 FOR LOCATION AND QUANTITY. FIRE ALARM SINGLE LINE DIAGRAM NTS OODF013A0DIAG • • • • • • • -• • • • • • • • • I • SHREMSHOCKAENGIKERING, INC 6130 S. SUNBURY t:ROAD WESTERViLLE. OH , 81.- 614-545- I- Lii 0 re o_ 61 ` .9' . a . i2 i !: '=:' n Cl 7 : 17 6 ; - 2 U. I 4 - o . . z a i . CC 4 I= Cn ..X 1:1 "j ". : ''' E v 7 L . .9 i i z_ : cl I - 4 = 1 1 -' 5U1 1=L act.= . 011/2i8L "› cL . - I r. n 1 - Li:U.. ° 1 -1 - 6 1:4 -276ew i ll: :41'96 0 I.61 0 Lo ' :''': 1 .. i' = ' - 7 E ' L ' I '- . • M 41 ,.. 0 . 4 ce 0 L! f! ! g 8 ntzt4 41 Le 2 0 1.61 0_ I- LEJ 2=1.002i- I- 4 2 4 VI 0 REVISIONS: M REQUIRED BY: S LANDLORD COMMENTS B.D. COMMENTS INDICATES NO REVISION TO THIS SHEET RECEIVE!) JIN (3 6 2008 DATE ISSUED: 04/18/2008 DESIGNED BY: AOH DRAWN BY: AOH CHECKED BY: RAP FIRE ALARM PLAN NOTES AND DETAILS DRAWING NUMBER: F$1. 0_ C) 1.1.1 01 w- Ul (v 0 co Lr) - 0 0 cO n- co k 61 o o < re a Et a. z w ""■.. 0- 0 < CLI 0 LU ›- I- (7) LU a DATE 05/27/08 ••••• • . ;.• • • ' : • " • • ." ••.• • " • ' ' • • ,:: • • • • • • ,•.• • • • • m rn z m -1 7 - 1 - n rTi r- 0 0 z 2 0 z 0) 0 0 co 0 0 c P1 COMM BA.CIPMAII•lil 01....5211$.109Lrat, WACCOOMURCOLO l 'ukTCH LINE 0 co c _ -0 -0 0 co • - - • e • AASA,... .15. g . .....Y..'S:':???..'...........'..?.."?:?-"Sn':.???:?:?.??",.?:???:',7:'.."...V-•'..."•7:%??,??-:?:?:;-"e":',"""""""""f SCOPE: DESIGN TYPE: ESD&C PROJECT #: PROJECT INFORMATION: ..'r•?-s- SPACE #332 1070 SOUTHCENTER MALL SEATTLE, WA 98188 ........ e • Q EXPRESS WESTFIELD SOUTHCENTER ,s. 6) 4. 4 • ......... • •••' PACKAGE: HAYWOOD HAYWOOD GENERATION: 00005818 A/E PROJECT #: • • • Q Lel • •••••;*; - • - ••: 0000581 P KG 2 0815a 08098 -sSA 4. 0 5 • • ••••-:: ."` • ; • • ••: r L 1 41) 4 • 0 • • • THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT TI-IE WRITTEN AUTHORIZATION OF THE ESDC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS ANC SPECIFICATIONS MUST BE RETURNED TO LSDC UPON COMPLETION OF THEIR INTENDED USE, UNLESS OTHERWISE AGREED BY THE ESDC. 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 AUTHORIZEO IN WRITING BY EXPRESS STORE PLANNING, INC., D/B/A EXPRESS STORE DESIGN AND CONSTRUCTION ("ESDC"). COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL Wow 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 LJMITATION, 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. 0 LN •••.;;;'' \ r / 0 4. • • D) MATCH_ LINE EXPRESS STORE PLANNING INC d/b/a STORE DESIGN & CONSTRUCTION Lirnnecl earKwo.y (..)hio 4322 :••• ••• e h 6 '2,5 7 (3. 0 4f) F 5") ; 5 : ) ® C/I GI DOURGer mcensepseei DI 1INZOWINVZI.IIFO PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL SEATTLE, WA 98188 SCOPE: PACKAGE: DESIGN TYPE: HAYWOOD GENERATION: ESD&C PROJECT #: 00005818 A/E PROJECT #: 0000581 PKG 2 0815a 08098 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 EXPRESS STORE PLANNING, INC., D/B/A EXPRESS STORE DESIGN AND CONSTRUCTION ("ESDC"). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON AN OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND SPECIFICATIONS MUST BE RETURNED TO MC UPON COMPLETION OF 111EIR INTENDED USE UNLESS OTHERWISE AGREED BY THE ESDC. 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. EXPRESS STORE PLANNING, INC. d/b/a STORE DESIGN & CONSTRUCTION One Lmiter,f.'! S „ 0 h o 4.3230 Telephone 614,415,7000 , 614,415..5365 m 0) - o z m rn a z rn 0 0 z z - n r-- I rT1 cn 0 0 FIRE SPRINKLER HEAD DETAILS FIRE PROTECTION RESPONSIBILITY SCHEDULE ITEM LSD&C RE -USE FURNISHED BY INSTALLED BY N/A REMARKS VENDOR LANDLORD CONTR. LANDLORD CONTR. OTHER EXISTING SPRINKLER PIPING FPC FPC SPRINKLER HEADS FPC FPC FIRE EXTINGUISHERS FPC FPC AS- BUILTS DRAWINGS FPC TYPICAL 24 "x24 "CEILING TILE 12" TYPICAL 24 "x24 "CEILING TILE 12" TYPICAL SPRINKLER HEAD LOCATION FOR T -BAR CEILING TYPICAL 48 "x24 "CEILING TILE TYPICAL SPRINKLER HEAD LOCATION FOR T -BAR CEILING TYPICAL 48 "x24 "CEILING TILE (FAUX 24 "x24 ") 24" 12" 12" T 12" r FIRE SPRINKLER HEAD DETAILS FIRE PROT. RESPONSIBILITY SCHEDULE NTS OODF023HOSPHD NTS OONFO23FOSCHD D RECESSED HEAD DROP NIPPLE REDUCER SUSPENDED CEILING ESCUTCHEON SPRINKLER HEAD PENDANT HEAD DROP NIPPLE REDUCER SPRINKLER HEAD UPRIGHT HEAD DROP NIPPLE REDUCER SPRINKLER HEAD SUSPENDED CEILING POP -OUT COVER FINISH TO MATCH CEILING CONCEALED HEAD SPRINKLER HEAD REDUCER DROP NIPPLE A. SCOPE OF WORK 1. PROVIDE A COMPLETE AND OPERABLE FIRE PROTECTION SYSTEM AS IT APPLIES TO THE DEMISED PREMISE. 2. WHERE APPLICABLE, THE CONTRACTOR SHALL CONTRACT THIS WORK WITH A LANDLORD APPROVED FIRE PROTECTION CONTRACTOR, ALL MATERIALS AND EQUIPMENT UNDER THIS SECTION SHALL BE NEW AND LISTED BY UNDERWRITERS LABORATORIES, INC. FOR FIRE PROTECTION SYSTEM INSTALLATION. 3. THE FIRE PROTECTION SYSTEM SHALL BE AS FOLLOWS: 3.1. NEW WET SPRINKLER FIRE PROTECTION SYSTEM FOR ALL AREAS OF THE RETAIL SPACE, PORTIONS THAT ARE UNHEATED OR EXPOSED TO FREEZING TEMPERATURES SHALL BE PROVIDED WITH AN AUTOMATIC DRY PIPE SYSTEM COMPLYING WITH NFPA 13. 3.2. COVERAGES SHALL BE IN ACCORDANCE WITH EXISTING CONDITIONS, NFPA 13, LOCAL CODES, LANDLORD'S CRITERIA, MALL INSURANCE AND ESD &C'S STANDARDS AND SHALL INCLUDE: 3.2.1. ALL PIPE TAPS, RISERS, LATERALS, BRANCHES, VALVES, HANGERS, ALARMS, SPRINKLER HEADS AND ALL COMPONENTS REQUIRED. 3.2.2. PROVIDE PROFESSIONALLY DESIGNED AND SEALED DRAWINGS, HYDRAULIC CALCULATIONS, SUBMITTALS AND APPROVALS AS NEEDED INCLUDING ANY SEALS, PERMITS, FEES, AND CHARGES. 3.3. FIRE EXTINGUISHERS SHALL BE PROVIDED. REFER TO INSTALLATION SECTION OF THIS SPECIFICATION. 4. EXAMINE ARCHITECTURAL, STRUCTURAL MECHANICAL AND ELECTRICAL DOCUMENTS TO PROPERLY SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE FIRE PROTECTION SYSTEM WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. 5. CONTRACTOR SHALL USE APPROVED INDUSTRY FIRE SPRINKLER STANDARDS FOR REUSING EXISTING FIRE SPRINKLER BRANCHES AND SUBMIT CALCULATIONS TO THE ESD&C'S PROJECT MANAGER UPON REQUEST OR REWORK SYSTEM TO THE ESD &C PROJECT MANAGER'S SATISFACTION. 6. RELOCATION OF EXISTING MAINS, LATERALS, BRANCHES AND RISERS TO FACILITATE STORE DESIGN CRITERIA SHALL BE INCLUDED AS PART OF THIS WORK. B. SHOP DRAWINGS AND DESIGN 1. IN ACCORDANCE WITH THE PREVAILING STANDARDS, BUT IN NO LESS THAN THAT REQUIRED BY NFPA 13, THIS FIRE PROTECTION CONTRACTOR SHALL PREPARE COMPLETE CALCULATIONS AND SHOP DRAWINGS. SIX (6) COPIES SHALL BE SUBMITTED TO THE GENERAL CONTRACTOR AND ADDITIONAL SETS AS REQUIRED TO THE PROPER COD AUTHORITIES FOR APPROVAL (NO WORK SHALL BEGIN UNTIL ALL APPROVALS HAVE BEEN RECEIVED). 2. COPY OF THE LETTER OF APPROVAL FROM THE LANDLORD'S INSURANCE RATING BUREAU SHALL BE FORWARDED TO THE LANDLORD'S AGENT AND TO THE ESD&C PROJECT MANAGER. 3. LISTED BELOW ARE MINIMUM REQUIREMENTS FOR SPRINKLER SYSTEM DESIGN AND INSTALLATION. SYSTEM SHALL BE HYDRAULICALLY DESIGNED: 3.1. ORDINARY HAZARD, GROUP 2: PROVIDE A 0.20 GPM /SF PER 1,500 SQUARE FEET DENSITY WITH 1657 RATED " ORIFICE SPRINKLER HEADS OR FOLLOW NFPA DENSITY /AREA CURVE FOR DENSITY COVERAGE. PROVIDE A MAXIMUM COVERAGE OF 130 SQUARE FEET PER HEAD. 3.2. MAXIMUM HEAD SPACING: 15 FT. 3.3. SPRINKLERS SHALL BE TESTED FOR A MINIMUM OF 2 HOURS AT 200 PSI. 3.4. DESIGN CALCULATIONS OF INSIDE PIPE SHALL USE C =100 FOR DRY AND C =10 FOR WET SYSTEMS. C. SPRINKLER HEADS 1. ALL SPRINKLER HEADS SHALL BE NEW (EXISTING HEADS IN EXISTING ESD &C STORES ARE NOT TO BE REPLACED UNLESS NOTED OTHERWISE), U.L. AND F.M. LISTED AND APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY AUTOMATIC SPRINKLER, GRINNELL, RELIABLE, OR VIKING. 2. ALL SPRINKLER HEADS SHALL BE RATED AS FOLLOWS OR AS REQUIRED BY LOCAL CODES: 2.1. STORAGE AREAS OR MEZZANINES: 200'F- 225'F. 2.2. SALES AREA: 150'F -170'F OR 200'F -225'F AS NOTED ON PLANS. 3. ALL SPRINKLER HEADS SHALL BE AS FOLLOWS: 3.1. MANUFACTURER 3.1.1. SALES AREA: BASE BID SHALL INCLUDE HEADS MANUFACTURED BY RELIABLE WITH ALTERNATE BIDS BASED ON VIKING MICROMATIC MODEL M OR GRINNELL MODEL F972 AND SHALL BE APPROVED BY THE ESD&C PROJECT MANAGER PRIOR TO ORDERING AND INSTALLATION. 3.1.2, NON -SALES AREA: ROUGH BRASS FINISH AS MANUFACTURED BY AUTOMATIC SPRINKLER, STAR, RELIABLE, GRINNELL OR VIKING SPRINKLER COMPANY ONLY. 3.2. HEAD TYPE 3.2.1. SALES AREA: REFER TO LEGEND ON FIRE SPRINKLER HEAD PLAN FOR HEAD TYPE REQUIREMENTS IN SALES AREA. 3.2.2. NON -SALES AREA 3.2.2.1. GYPSUM BOARD OR LAY -IN CEILING: RECESSED 3.2.2.2. WITHOUT CEILING: PENDANT 3.2.2.3. OPEN TO STRUCTURE: UPRIGHT 3.2.2.4. HEADS MOUNTED UNDER 8 FEET ABOVE FINISHED FLOOR SHALL BE CONCEALED OR BE PROVIDED WITH WIRE GUARDS. 4. ALL SALES AREA SPRINKLER HEADS INCLUDING TRIM AND COVER SHALL HAVE FACTORY APPLIED FINISH. REFER TO LEGEND ON FIRE SPRINKLER HEAD PLAN FOR FINISH REQUIREMENTS. 5. ALL SPRINKLER HEADS ON THE MALL SIDE OF TENANT'S STOREFRONT ENCLOSURE, IF ANY, SHALL MATCH LANDLORD'S TYPE. D. PIPING, FITTINGS & VALVES: 1. SCHEDULE 40 BLACK STEEL ASTM A -53 WELDED AND SEAMLESS, ANSI B- 36 -10 -70 FOR WROUGHT STEEL PIPE. 2. CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 INCHES AND SMALLER, SCREWED OR CAST IRON FLANGED JOINTS FOR PIPES LARGER THAN 2 INCHES. FITTING SHALL BE APPROVED FOR 175 PSI WORKING PRESSURE. 3. GALVANIZED OR BLACK MALLEABLE IRON WITH BRASS SEAT SCREWED UNIONS FOR PIPES 2 INCHES AND SMALLER. 4. VICTAULIC TYPE COUPLINGS ARE ACCEPTABLE WHERE APPROVED BY LOCAL CODE AND THE LANDLORD. E. INSTALLATION 1. A FIRE PROTECTION SYSTEM TAP I5 NORMALLY FURNISHED BY THE LANDLORD, VERIFY IN FIELD PRIOR TO BID. 1.1. WHENEVER AN EXISTING SPRINKLER SYSTEM IS BEING RENOVATED, THE INTEGRITY AND RELIABILITY OF THE EXISTING SYSTEM SHALL BE MAINTAINED. 1.2. ORIGINAL SPRINKLER SHOP DRAWINGS SHALL BE ACQUIRED THROUGH THE MALL MANAGER /PROJECT MANAGER; HOWEVER, THE SPRINKLER CONTRACTOR SHALL VERIFY THE EXISTING SPRINKLER SYSTEM IN THE FIELD AND SHALL COORDINATE WITH AND SHOW DISCREPANCIES BETWEEN THE ORIGINAL SHOP DRAWINGS AND FIELD CONDITIONS IN THE RENOVATED SHOP DRAWINGS. 2. INSTALLATION SHALL INCLUDE TESTING THE BUILDING SYSTEM PRIOR TO CONNECTING TO MALL SPRINKLER SYSTEM. TESTING SHALL BE APPROVED BY THE FIRE DEPARTMENT AND LANDLORD REPRESENTATIVES. FINAL CONNECTION TO LANDLORD'S SPRINKLER MAIN WILL NOT BE MADE UNTIL THE ENTIRE SYSTEM WITHIN THE DEMISE PREMISES IS TESTED AND READY FOR SERVICE. 3. SPRINKLER HEAD SPACING SHALL COMPLY WITH ORDINARY HAZARD, GROUP 2. 4. SYSTEM SHALL COMPLY WITH THE MOST STRINGENT OF THESE SPECIFICATIONS, THE LANDLORD'S DESIGN CRITERIA OR LOCAL CODES WITH PIPE SIZING BEING BASED ON NFPA ORDINARY HAZARD, GROUP 2 AND COMPLY WITH NFPA 13 LATEST EDITION. 5. ALL SPRINKLER LINES SHALL BE CONCEALED AND MOUNTED AS HIGH AS 15 PRACTICAL AVOIDING INTERFERENCE WITH LIGHTS, DUCTS, PIPES, STORAGE DECK, ETC. 6. FIRE PROTECTION CONTRACTOR SHALL PREPARE COORDINATED SHOP DRAWINGS INDICATING THE LOCATIONS OF ALL SPRINKLER HEADS, SPRINKLER LINES, LIGHTS, DIFFUSERS, GRILLES AND REGISTERS PRIOR TO INSTALLATION. 7. RELOCATE ALL MAINS AND BRANCHES INTERFERING WITH CEILING HEIGHTS, EQUIPMENT AND MAJOR COMPONENTS, INCLUSIVE OF ADJACENT TENANTS AND MALL COMMON AREAS, REMOVE ALL UNUSED PIPING. 8. FASTENING AND /OR SUSPENSION DEVICES MUST BE ATTACHED TO THE BUILDING STRUCTURE ONLY. SUPPORT SHALL BE FROM THE TOP OF ANY BAR JOIST OR AS DIRECTED BY THE LANDLORD OR THE BUILDING STRUCTURAL ENGINEER. 9. FURNISH AND INSTALL A VALVED TEST CONNECTION IN AN ACCESSIBLE LOCATION FOR THE SPRINKLER SYSTEM AS REQUIRED OR REQUESTED BY THE MALL, LOCAL INSPECTOR, OR INSURANCE CARRIER - COORDINATE LOCATION WITH THE ESD &C PROJECT MANAGER AND LOCAL FIRE PROTECTION OFFICIAL TO ROUGH -IN. 10. WHEN COMPLETED, THE ENTIRE FIRE PROTECTION PIPING SYSTEM SHALL BE HYDROSTATICALLY TESTED AS REQUIRED BY THE RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION. SYSTEM SHALL SHOW NO SIGNS OF LEAKAGE OR OTHER DEFECTS. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO THE WORK OF THE OTHER CONTRACTORS OR TO THE BUILDING, OR TO ITS CONTENTS, PEOPLE, ETC., EXPENSE. COMPLETELY FLUSH THE SYSTEM UNTIL DISCHARGE SHOWS NO DISCOLORATION. 11. PROPERLY COMPLETED AND SIGNED "SPRINKLER CONTRACTOR'S MATERIAL AND TEST CERTIFICATES SHALL BE FURNISHED TO THE LANDLORD, AUTHORITIES HAVING JURISDICTION, TENANT'S ARCHITECT, INSURANCE REPRESENTATIVE, PROJECT OFFICE AND THE ESD &C PROJECT MANAGER. 12. PROVIDE VALVED DRAIN WITH HOSE THREAD AT ALL LOW POINTS OR TRAPS IN SPRINKLER PIPING. IDENTIFY DRAIN VALVES IF ABOVE HARD CEILINGS WITH A SUITABLE CEILING MARKER AND PROVIDE ARCHITECT APPROVED METHOD FOR ACCESS AS REQUIRED. 13. COORDINATE SPRINKLER WORK WITH FIRE /ALARM CONTRACTOR WHERE THERE ARE FLOW AND TAMPER SWITCHES AND ALARM REQUIREMENTS. 14. SPRINKLER SYSTEM SHALL BE INTERFACED WITH BUILDING FIRE /LIFE SAFETY AND SMOKE EXHAUST SYSTEM IF REQUIRED. REFER TO LANDLORD TENANT CRITERIA AND REQUIREMENTS. 15. FURNISH AND INSTALL 10LB. TYPE "ABC" FIRE EXTINGUISHERS WITH CABINETS IF REQUIRED, AND AT LEAST A "2A1OBC" RATED EXTINGUISHER. LOCATIONS ARE TO BE ESTABLISHED IN THE FIELD BY THE ESD &C PROJECT MANGER AND THE LOCAL FIRE PROTECTION OFFICIAL MAXIMUM TRAVEL DISTANCE BETWEEN EXTINGUISHERS SHALL BE 75 FEET OR LESS AS REQUIRED BY LOCAL CODES. FIRE PROTECTION SPECIFICATIONS NTS OONF023AOSPEC A SHREMSHOCK 6130 Sr ENGINEERINGR` = ROAD WESTERV# 408:: , INC 614 -545 .. L7\ 1 2 0 W .w a E 0 2 2 N } w H p ° n a y La 0 X VI 0 0 0 O- Q �ce u- - e7.305= m wwwa� v,° to .x..0 L i 2 2 J 2 p Z u,= L7 La r.D a 2 rn h2 0 2 ¢ 1 z 06 0 a _ 4J p w ° m L J . I K R' " L.1 p cr V 1 b.i O CJ W w 4 N W d W 0 7 C x 3 w a4 W z r^ w pp ° - tai 2 0 - o c :, , r „ z 1- a _ 1- �z 3^ CL 1 p 2 0 171 � P w .J a N ` ' LI0 0 = W W 2 0. U 0 0 , 0 } = 0 D.. 1- a y 2 = W w W 0 W ° T V3F 0 C C ° w 2 ° 1 ° W CC r 0 d a W 4 T1 2 - W = w 0 C 2 .a w 4 C Q i 2 w W 1 u 0 U� 2 a 1- 0 2 V o a a? - o= 2 C 111 y 4 C W C W RR m ▪ ==o a ~O °o en Z F W 2 Z y 3 F a w = Q_ O w Q -J °Ow f .0 w2' 11 W A S 0 Q 0 0 M A N M ccW =C ° N U WI I- Q p 0 = 0 0 0 a s O H W p a° 0 2 I_ m 2 0 U V 2 ° m C J ° 2 rn a w W 0 3 a r r o =w ° j2 }2 il7 W, < CO IY F- V, m m 0 = 0 V O w 0 S 0 4 V7 w 4 a }} U , m H 2 w 1-� p a O. V 2 W U w 2. a a o V pY -,d w m N SA - K 1.1 N°�S O 6 a 6 0S�0 r V 1 w S J p H . J° N N H ° r ry J W C w cg w w U a = Poll - U 3 „ en 0 wWym? v agG n ..a - p 0 r I.J 2 N0 W w w Fes-- . =Q6� ri 0 W=1-0 W m 0 Y -.In 2 S a a7 ~ k77 r:- ia3 ~7p.a Cr fY0 ° W U V, V,02 (5O yr4 F [9 444 F- V1 0 27-0- 00 1- = W V w 0 0 - C C, W S m W = W == 0 W T V1 U m J U -- 7.. p_ F- w T 5- w a p, w C F4C 4(n0 0 11-- C.- W V17 w REVISIONS: REQUIRED BY: 05 LANDLORD COMMENTS 1 B.D. COMMENTS • INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: e11J1� U U LUUO PERMIT CENTER DRAWING NUMBER: CI DOD u)0 c0 DO 1_ 00 I- o ao o r p co 2 0 QO I =0 I- J D a 1- - cc I-- IZ Z C') V7 0 W DATE 05/27/05 04/18/2008 PMK PMK JTP FIRE PROTECTION SPECIFICATIONS AND DETAILS SECTION 230000 BASIC MECHANICAL REQUIREMENTS A. NOTE 1. THE ABBREVIATION ESD &C WHEREVER IT APPEARS IN THESE MECHANICAL DRAWINGS AND /OR SPECIFICATIONS SHALL REFER TO "EXPRESS STORE DESIGN AND CONSTRUCTION ". ANY REFERENCE TO TENANT'S PROJECT MANAGER OR FURNISHED BY ANY OF THE ABOVE REFERS TO ESD &C. 2. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO THIS AND THE OTHER SECTIONS OF DIVISION 15. 3. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF HIS SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTORS RESPONSIBILITY TO PROVIDE HIS SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 4. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THIS WORK TO COMPLY WITH THE ESD &C SCHEDULE AND THE PROJECT COMPLETION DATE. 5. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTORS BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF HIS WORK. 6. REFER TO RESPONSIBIUTY SCHEDULE ON SHEET M04.1 OF THIS SET FOR INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT THE BID. B . GENERAL REQUIREMENTS 1. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A COMPLETE MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR ESD &C SHALL BE PROVIDED BY THIS CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH THE LANDLORD AND THE ESD &C PROJECT MANAGER, AS REQUIRED. 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE FURNISHED AND INSTALLED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK, AND WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE FURNISHED AND INSTALLED AS PART OF CONTRACT. 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 4. ALL WORK IN THIS SECTION SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. THIS CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. 5. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD CONSTRUCTION PRACTICES. 6. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW, UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS OF STATE AND LOCAL CODES, WHICHEVER IS MORE STRINGENT. 7. THIS CONTRACTOR SHALL DO ALL CUTTING, CHASING AND CHANNELING REQUIRED FOR ANY WORK UNDER THIS DIVISION. CUTTING SHALL HAVE PRIOR APPROVAL BY ESD &C PROJECT MANAGER AND THE LANDLORD. ALL PATCHING SHALL BE BY G.C. AND SHALL MATCH THE SURROUNDING SURFACES. 8. THE MECHANICAL CONTRACTOR SHALL MAKE ALL FINAL MECHANICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. A. THE MECHANICAL CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR TO CONTACT ESD &C'S DESIGNATED COMPANY (EMS) FOR START -UP. (REFER TO SHEET 1402.3). C. CODES 1. ALL WORK SHALL CONFORM TO THE LANDLORDS' CRITERIA, THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT IS AWARDED, CHANGE ORDERS FOR INCREASED COSTS DUE TO CODE ISSUES WILL - NOT BE ACCEPTED BY ESD &C. D. LICENSES, PERMITS, INSPECTIONS & FEES 1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO HIS WORK. 2. FURNISH TO THE ESD &C'S PROJECT MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. E. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY ESD &C'S PROJECT MANAGER THROUGH SHOP DRAWING SUBMITTAL PROCESS FOR ACCEPTANCE PRIOR TO INSTALLATION. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 2. GENERAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO ESD &C PROJECT MANAGER FOR APPROVAL SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR ESD&C PROJECT MANAGER'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP AND /OR THE SIGNATURE OF THE GENERAL CONTRACTOR AND THE SUBCONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. F. GUARANTEE 1. THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER HIS CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT HIS OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY ESD &C'S PROJECT MANAGER. EXTENDED WARRANTIES ARE AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. 2. THE EQUIPMENT MANUFACTURER SHALL GUARANTEE AND PROVIDE A 12 MONTH GUARANTEE TO ESD &C FROM THE DATE OF ACCEPTANCE. THIS CONTRACTOR SHALL WARRANTY THE INSTALLATION OF THIS EQUIPMENT AND WILL BE RESPONSIBLE FOR ANY DAMAGE AND /OR MALFUNCTION CAUSED BY THE INSTALLATION. THIS CONTRACTOR SHALL NOT BEAR ADDITIONAL WARRANTIES BEYOND A COMPLETE WORKING SYSTEM. G. RECORD DRAWINGS 1. THIS CONTRACTOR SHALL MAINTAIN ONE SET OF DRAWINGS ON THE JOB SITE UPDATED WEEKLY TO RECORD ALL DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: A. B. C. LOCATION OF CONCEALED PIPING VALVES AND DUCTS. REVISIONS, ADDENDUM, AND CHANGE ORDERS. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THIS CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. FAILURE TO KEEP THESE RECORDS WILL ALLOW ESD &C TO DIRECT THE GENERAL CONTRACTOR TO PROVIDE THESE RECORDS AT HIS EXPENSE PRIOR TO FINAL PAYMENT. H. DISCREPANCIES IN DOCUMENTS 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, ADVISE THE GENERAL CONTRACTOR IN WRITING, PRIOR TO SUBMITTAL OF BID. THE GENERAL CONTRACTOR IS RESPONSIBLE TO ADVISE ESD &C'S PROJECT MANAGER, IN WRITING, OF VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, ESD &C PROJECT MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. L PHASING REQUIREMENTS 1. THIS CONTRACTOR IS TO INCLUDE IN HIS BID ALL NECESSARY SERVICE REQUIRED TO KEEP THE OPERATING PHASE OF THE STORE'S HVAC, PLUMBING AND SPRINKLER SERVICE IN OPERATION. CONTRACTOR MUST SCHEDULE IN WRITING WITH ESQ &C'S PROJECT MANAGER AND THE LANDLORD ONE WEEK PRIOR TO ANY SHUT DOWN OF THE HVAC, PLUMBING OR FIRE PROTECTION SYSTEMS. J. DEMOLITION 1. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK AND THE DEMOUTION PROVIDED BY THE GENERAL CONTRACTOR. COORDINATE WITH THE GENERAL CONTRACTOR ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT. 2. THIS CONTRACTOR SHALL INCLUDE, AND WILL BE HELD RESPONSIBLE FOR, THE REMOVAL OF ALL EXISTING HVAC UNITS, HYDRONIC PIPING, REFRIGERANT RECAPTURE, EXHAUST FANS, ETC. AND ASSOCIATED ROOF CURBS NOT TO BE REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, PIPES, DUCTWORK, AND EQUIPMENT PRIOR TO REMOVAL ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK MUST BE REMOVED AND ROOF /WALL /FLOOR PATCHED /REPAIRED TO MATCH EXISTING STRUCTURE. EXISTING ABANDONED PIPES, DUCTS, OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR CODES, ABANDONED PIPING AND /OR DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION PRIOR TO BID AND INCLUDE IN BID PROPOSAL K. SLEEVES 1. THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. CONTRACTOR MUST COORDINATE THROUGH THE LANDLORD ANY CORE DRILLING OR CUTTING OF OPENINGS IN MASONRY FLOORS OR WALLS. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND /OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SIUCATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THEIR FIRE RATING. 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. L. SCOPE OF WORK 1. THIS CONTRACTOR SHALL FURNISH AU. LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE HVAC SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE EXPRESS TO THE FOLLOWING: MECHANICAL SPECIFICATIONS A. B. C. D. E. F. G. HVAC UNITS, ALL RELATED EQUIPMENT AND ACCESSORIES (UNLESS NOTED OTHERWISE). DUCTWORK, FITTINGS, DAMPERS, AND INSULATION. HYDRONIC PIPING. (AS APPLICABLE, REFER TO PLANS). REFRIGERANT PIPING (AS APPLICABLE, REFER TO PLANS). CURBS, ROOFING, AND STEEL FRAMING FOR SUPPORT (AS APPLICABLE, REFER TO PLANS). TESTING, ADJUSTING, AND BALANCING. KEEPING A RECORD SET AND PREPARE AS- BUILTS DRAWINGS. 2. BEFORE STARTING WORK, THIS CONTRACTOR SHALL VISIT THE JOB SITE AND EXAMINE THE ARCHITECTURAL STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE HVAC SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. 3. RELOCATION OF EXISTING DUCT MAINS OR BRANCHES TO MEET STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. M. HVAC EQUIPMENT 1. PRIMARY HEATING AND AIR CONDITIONING UNITS ARE TO BE FURNISHED BY ESD &C AS SCHEDULED UNLESS NOTED OTHERWISE. REFER TO PLANS FOR REQUIREMENTS. ALL EQUIPMENT SHALL INCLUDE A FIVE (5) YEAR COMPRESSOR AND TEN (10) YEAR HEAT EXCHANGER WARRANTY. 2. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 3. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. N. 1. EQUIPMENT FURNISHED BY EXPRESS STORE DESIGN AND CONSTRUCTION THE FOLLOWING EQUIPMENT IS FURNISHED BY ESD &C AND INSTALLED BY THIS CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE. REFER TO RESPONSIBIUTY SCHEDULE AND PLANS FOR APPLICABILITY. A. HVAC UNITS. B. TOILET EXHAUST FANS. C. DIFFUSERS, GRILLES AND REGISTERS. D. TEMPERATURE CONTROLS. 2. ALL DUCTWORK, ROOF OPENINGS AND CAPS NECESSARY TO PROVIDE A COMPLETE TOILET EXHAUST SYSTEM SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. 0. CURBS FOR SUPPORT 1. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY CURBS REQUIRED TO INSTALL ALL HVAC EQUIPMENT AS DESCRIBED ON THE DRAWINGS. CURBS SHALL BE A MINIMUM OF 14" HIGH (SEE M04.1 "LOCAL AREA REQUIREMENTS" ITEM # 5), OF THE SAME MANUFACTURER OF THE EQUIPMENT UNLESS NOTED OTHERWISE. ALL CURBS SHALL BE INSTALLED SUCH THAT TOP OF CURBS ARE LEVEL ALL PENETRATIONS OF EXISTING STRUCTURE SHALL BE DONE IN ACCORDANCE WITH THE LANDLORD'S GUIDELINES AT THIS CONTRACTOR'S EXPENSE. THIS CONTRACTOR SHALL RECEIVE ESD &C PROJECT MANAGER'S WRITTEN APPROVAL BEFORE ANY WORK TAKES PLACE. THIS CONTRACTOR IS ALSO RESPONSIBLE FOR ALL SEISMIC, HURRICANE OR OTHER SECURING DEVICES REQUIRED BY LOCAL OR OTHER CODES. P. LABELS/PIPE MARKERS 1. FURNISH AND INSTALL PIPE IDENTIFICATION MARKERS ON AU. PIPES INSTALLED UNDER THIS CONTRACT. MARKERS SHALL BE A MINIMUM OF 1 -1/2" X 8" AND IDENTIFIED IN ACCORDANCE WITH THE BACKGROUND AND LETTER COLORS ISSUED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). 2. PIPING SHALL BE IDENTIFIED AS FOLLOWS: CHILLED WATER RETURN, CHILLED WATER SUPPLY, CONDENSATE, HOT WATER RETURN, HOT WATER SUPPLY, CONDENSER WATER RETURN, CONDENSER WATER SUPPLY, REFRIGERANT UQUID, REFRIGERANT SUCTION, AND DIRECTIONAL ARROWS. ALL IDENTIFICATIONS MUST BE VISIBLE AT EQUIPMENT. Q. FINAL HVAC INSPECTIONS 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, ESD &C SHALL HAVE AN INDEPENDENT HVAC CONTRACTOR INSPECT THE FINISHED HVAC INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODES. THE INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE INDEPENDENT HVAC CONTRACTOR UP TO PLANS AND SPECIFICATION REQUIREMENTS. END OF SECTION 230000 SECTION 230500 COMMON WORK RESULTS FOR HVAC A. HANGERS 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C- CLAMPS WITH RETAINING CUPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL CONCRETE, OR MASONRY, BUT NOT TO PIPING. HANGING FROM METAL DECK IS NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR, AND IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER EQUIPMENT. HANGER TYPES AND INSTALLATION METHODS ARE ALSO SUBJECT TO LANDLORD CRITERIA. 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI- ELECTRICALLY SEPARATED. B. VIBRATION ISOLATION DEVICES 1. SPRING VIBRATION ISOLATION DEVICES SHALL BE FURNISHED AND INSTALLED IN ALL SUPPORTS BETWEEN VIBRATING EQUIPMENT (FANS, AIR HANDLERS, ETC.) AND STRUCTURE. ISOLATORS TO BE SIZED ACCORDING TO LOAD WITH A MIN. 1" DEFLECTION. VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH RUBBER AND SPRING DEVICES. VIBRATING EQUIPMENT SUPPORTED FROM FLOOR OR DECK SHALL BE ISOLATED WITH HOUSED SPRING MOUNT DEVICES. 2. EXAMINE DEAD LOAD AND OPERATING LOAD CONDITIONS WHEN SELECTING DEVICES. ADJUST FOR PROPER ALIGNMENT AND LOADING. AVOID "GROUNDING" THE ISOLATOR. 3. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND AT THE UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. 4. CONSULT MANUFACTURER FOR APPLICATION DATA. C. TESTING, ADJUSTING, AND BALANCING 1. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE MADE BY AN INDEPENDENT CONTRACTOR WHO IS A CURRENTLY LICENSED ASSOCIATED AIR BALANCING COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) BALANCING CONTRACTOR. NO OTHER BALANCE REPORTS WILL BE ACCEPTED. ALL BALANCING WORK MUST BE COMPLETE AND DONE IN ACCORDANCE WITH THE MOST RECENT STANDARDS OF THEIR SOCIETY AND AS A MINIMUM SHALL INCLUDE THE INFORMATION AS SHOWN IN THE AIR BALANCE REVIEW CHECKLIST IN THE GC PROJECT MANUAL. PAYMENT OF ALL COSTS FOR TESTING AND BALANCING SHALL BE INCLUDED IN THE BID. HOWEVER, IT WILL BE THE G.G. THAT WILL CONTRACT DIRECTLY WITH THE AIR BALANCING COMPANY. 2. FINAL TESTING, ADJUSTING AND BALANCING REPORT MUST BE COMPLETE AND SUBMITTED WITH FINAL CLOSE -OUT DOCUMENTS TO ESD &C 1 WEEK PRIOR TO MERCHANDISING DATE. 3. THE HVAC CONTRACTOR SHALL BE PRESENT FOR AIR BALANCE TO VERIFY ACCESSIBILITY TO ALL DEVICES, VERIFY ALL OPERATING SEQUENCES AND INSTALL NEW FILTERS IN ALL UNITS JUST PRIOR TO THE AIR BALANCE. THE COMPLETE AIR BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR DAMPERS IN MINIMUM POSITION, EXCEPT AS NOTED OTHERWISE. HVAC CONTRACTOR SHALL ALSO INSTALL A NEW SET OF FILTERS ONE DAY PRIOR TO MERCHANDISING. 4. BALANCE LANDLORD MEDIA QUANTITIES TO WITHIN 5% OF THAT INDICATED ON THE DRAWINGS. ANY REQUIRED CHANGES IN SHEAVES, BELTS OR PULLEYS NEEDED TO ACHIEVE SPECIFIED FLOW RATES SHALL BE PERFORMED BY THE HVAC CONTRACTOR WITH NO ADDITIONAL COST TO ESD &C. 5. ALL CONTROL SEQUENCES SHALL BE TESTED (INTERLOCKED EQUIPMENT, SMOKE DETECTORS, SMOKE EVACUATION, ECONOMIZER, ETC.) AND OPERATING STATUS RECORDED IN THE BALANCE REPORT. 6. AIR BALANCING CONTRACTOR IS TO CONFIRM OVERRIDE OF MINIMUM OUTSIDE AIR INTAKE UPON CO2 MONITORING CONFIRMATION. FOR CO2 MONITORING CONTACT, SEE CONTACT INFORMATION ON SHEET MO2.3. 7. THREE COPIES OF THE BALANCE REPORT SHALL BE SUBMITTED THROUGH THE GENERAL CONTRACTOR TO ESD &C FOR APPROVAL THE GENERAL CONTRACTOR SHALL VERIFY THE COMPLETENESS OF THE REPORTS PRIOR TO SUBMITTING TO ESD &C. SUBMIT ONE COPY OF FINAL APPROVED AIR BALANCE REPORT TO MALL GENERAL MANAGER. 8. THE BALANCING CONTRACTOR SHALL PERFORM ALL APPLICABLE TESTING AND BALANCING FUNCTIONS REQUIRED FOR THE SYSTEM DESIGNED ON THESE DRAWINGS. ALL SYSTEMS UNABLE TO BE COMPLETELY BALANCED AT THE TIME OF ORIGINAL BALANCE MUST BE BALANCED IN FUTURE AT NO ADDITIONAL EXPENSE TO ESD &C THE BALANCING CONTRACTOR SHALL RECHECK ANY ITEMS THAT ESD &C DEEMS NECESSARY AT NO ADDITIONAL COST TO ESD &C. LVES 1. GATE VALV -INCH AND SMALLER: CLASS 150, BODY AND UNION BONNET OF ASTM B 62 CAS T BRONZE WITH ENDS, INTEGRAL SE , EWABLE SOLID BRONZE WEDGE DISC, RISING STEM, SCREWED BONNET AND RE- BALL VALVES ARE ACCEPTE► '- ;N EQUAL SUBSTITUTION. 2. GATE VALVES, 2-1/2 INCH AND LARGER: C 5 CAST IRON BODY, REN : RONZE SEATS AND SOLID WEDGE DISC, RISING STEM, FLANGED ENDS, AND RE- PACKABLE UNDER PR 3. SWING CHECK VALVES, 2 -INCH AND SMALLER: CLASS HORIZONTAL SWING, Y- PATTERN, RENEWABLE AST BRO DISC, AND HAVING THR DY AND CAP CONFORMING TO ASTM B 62 WITH R SOLDERED ENDS. 4. SWING CHECK VALVE, 2 -1 AND LARGER: CLASS 125 CAST IRON BODY AND BOLTED CA BRONZE DISC, FLAN ' DS AND CAPABLE OF BEING REFITTED WHILE THE VALVE REMAINS IN THE UN ZONTAL SWING, RENEWABLE 5. CO,. ON BALANCING AND SHUTOFF VALVES: BELL & GOSSETT CIRCUIT SETTER WITH LOCKING SET POINT. A CIRCUIT ALANCE WHEEL MUST BE INCLUDED WITH 0 & M MANUAL. TACO OR GRISWOLD ARE CONSIDERED AS EQUAL DED OR SOLDER BLE UNDER PRESSURE. END OF SECTION 230500 SECTION 230700 HVAC INSULATION A. DUCTWORK INSULATION 1. FURNISH AND INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NEPA 90A. 2. DUCT SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. ALL RECTANGULAR DUCTWORK (SUPPLY AND RETURN) SHALL BE INTERNALLY INSULATED WITH 1 THICK, 1 -1/2 LB. DENSITY LINER (C =0.28 0 75 DEGREE F). WHEN A COMPLETE DUCTED RETURN AIR SYSTEM IS INDICATED ON THE DRAWINGS, ONLY THE 15' -0" OF THE RETURN AIR DUCT CLOSEST TO THE AIR HANDLING UNIT IS TO BE INSULATED. LINER IS TO HAVE A COATED SURFACE EXPOSED TO AIRSTREAM TO PREVENT EROSION. APPLY ADHESIVES AND MECHANICAL FASTENERS AS RECOMMENDED BY SMACNA AND THE MANUFACTURER TO PREVENT UNER SEPARATION FROM THE DUCT. ALL TRANSVERSE EDGES TO BE COATED WITH ADHESIVE. 3. ALL OUTDOOR AIR (ROUND, OVAL, AND RECTANGULAR) AND ROUND /OVAL SUPPLY AIR DUCTWORK SHALL BE EXTERNALLY INSULATED WITH A MINIMUM OF 1 1/2" THICK, if DENSITY (R =5.6) DUCT WRAP WITH VAPOR BARRIER. VAPOR BARRIER IS TO BE MAINTAINED THROUGHOUT DUCT SYSTEM, EXCEPT LINED DUCTWORK SPECIFIED ELSEWHERE AND EXHAUST DUCTWORK. ALL JOINTS MUST BE OVERLAPPED AND TUCKED SO THAT NO INSULATION FIBER IS VISIBLE. EXTEND DUCTWORK INSULATION WITHOUT INTERRUPTION THROUGH WALLS, FLOORS AND OTHER PENETRATIONS. 4. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 -05, OR AS REQUIRED BY LOCAL CODES. C PIPING INSULATION 1. ALL HYDRONIC PIPIN HILLED WATER AND /OR HEATING WATER (NOT INCLUDING CONDENSER WAT ' • ' 5S SPECIFICALLY NOTED OTHERWISE), VALVES, FITTINGS, : • CESSORIES SHALL BE INSULATED. FOR PIPE SIZES INCHES, INSULATE WITH 1 INCH THICK (K =0.23 0 75'F) FIBERGLASS INSU • = • ITH ALL SERVICE JACKET AND +' BARRIER. FOR PIPE SIZES 2 -1/2 INCHES AND LARGER, INSULATE WITH 1 -1/2 INCH THICK (K =0.23 -' FIBER - 'SULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER. 2. INSULATION AT ALL HANGERS FOR PIPING 2 1 3. ALL INSULATION SHALL HAV 50 TO CONFORM - REQUIREMENTS OF THE NFPA. AND LARGER SHA .ARD AND NON - COMPRESSIBLE. E SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE PED RATING OF NO HIGHER THAT E ZESTON OR EQUAL INSULATION FITTINGS FOR ALL TEES, ELLS OR SPECIALTY FITTINGS. C. REFRIGERANT PIPING INSULATION 1. INSULATE THE REFRIGERANT SUCTION LINES AND CONDENSATE LINES WITH RUBATEX OR ARMSTRONG 1 INCH THICK PIPE INSULATION WITH FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 50 IN ACCORDANCE WITH INDUSTRY STANDARDS. DO NOT INSULATE THE HOT GAS (UQUID) LINES OR ANY HOT GAS BYPASS. END OF SECTION 230700 SECTION 230900 INSTRUMENTATION AND CONTROL FOR HVAC A. WORK RESPONSIBILITY 1. ESD &C HVAC SUPPLIER WILL FURNISH NECESSARY CONTROL DEVICES TO THE FIELD. FOR ALL DEVICES NOT FACTORY INSTALLED, IT WILL BE THE MECHANICAL CONTRACTOR'S RESPONSIBILITY TO INSTALL END OF SECTION 230900 • ECTION 232100 H ' RONIC PIPING AND PUMPS A. HYD ONIC PIPING 1. FURNISH D INSTALL A COMPLETE HYDRONIC PIPING SYSTEM IF APPLICABLE. REFER TO PLANS TO DETERMINE IF A HYD IS REQUIRED. PIPING A. HYDRONIC PIPI FOR CHILLED WATER, CONDENSER WATER AND /OR HEATING WATER SHALL BE ASTM 53, SCHEDULE 40, ERW, BLACK STEEL PIPE ITH PLAIN ENDS. INSTALL STEEL PIPE WITH WELDED JOINTS WHERE PIPE IS 2- /2 INCH AND LARGER. INSTALL STEEL PIPE • H THREADED JOINTS AND FITTINGS. INSTALL TYPE "K" COPPER PIPE FOR INCH AND SMALLER PIPE. PROVIDE DIELECTRIC UN S BETWEEN DISSIMILAR METALS. ALL PIPING SHALL BE IN STRICT C• • ORMANCE WITH ASTM, ASA, AND LANDLORD'S REQUIREMENT WHICHEVER IS MOST STRINGENT. UNIONS OR FLANGES MUST B SED AT EQUIPMENT CONNECTIONS WHERE SERVICE OR REMOVAL . AY BE REQUIRED. B. ALL PIPING AND EQUIPMENT SHAL BE PRESSURE TESTED WITHOUT LEAKAGE AT A : ' IMUM PRESSURE OF 125 PSI. C. ALL HYDRONIC PIPING AND EQUIPMEN ONNECTED TO THE HVAC PIPING SYST SHALL BE CLEANED AND FLUSHED. REMOVE, CLEAN, AND REPLACE STRAINER SCREENS. ILL TENANT'S SYSTEM WITH DOM : IC WATER AND VENT ALL PIPING AND EQUIPMENT PRIOR TO CONNECTION TO THE LANDLORD'S STEM. CONTRACTOR SHALL IT FILL TENANT'S SYSTEM WITH WATER FROM THE LANDLORD'S SYSTEM UNLESS SPECIFICALLY INS UCTED TO DO SO FRO THE LANDLORD'S FIELD REPRESENTATIVE. ANY RUNS THRU A CHASE OR SHAFT WILL BE DONE WITH F EST JOINTS P05S ; E USING THE LONGEST LENGTH OF HARD COPPER PIPE AVAILABLE. SHOULD A JOINT BE REQUIRED, CONTRA OR SHALL M E ALL EFFORTS TO KEEP THE JOINTS IN ACCESSIBLE AREAS. D. PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM, CO FIELD REPRESENTATIVE, THAT ALL TESTING, FLUSHING, AND ACCORDANCE TO THE LANDLORD'S REQUIREMENTS AND T AT LANDLORD'S SYSTEM. 3. PIPING SPECIALTIES A. PRESSURE /TEMPERATURE TEST PLUGS (PET S PLUG) - 1/4 INCH NPT FI GS TO RECEIVE EITHER A TEMPERATURE OR PRESSURE PROBE, 1/8 INCH O.D. FITTI AND CAPS SHALL BE BRASS WITH - LVE CORE OF NORDEL, RATED AT 400 PSIG, 0 TO 200 DEGREES F. B. STRAINERS - "Y" PATTERN ST ERS, 125 PSIG, CAST IRON BODY WITH PERFORATE • STAINLESS STEEL SCREEN, THREADED FOR 2 INCHES AND SMALLER, FLA ED FOR 2 -1/2 INCHES AND LARGER. SCREEN OPENING E AT 0.033 INCH FOR HEATING AND 1/8 INCH FOR CHILLED OR ONDENSER WATER. PROVIDE WITH BLOWDOWN VALVE WITH HO END FITTING. GENERAL INSTALLATION A. B. C. BRANCHE UNITS. TOW ND OF SECTION 232100 SECTION 232300 REFRIGERANT PIPING A. REFRIGERANT PIPING: 1. THIS CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE REFRIGERANT PIPING SYSTEM BETWEEN THE INDOOR FAN UNITS AND OUTDOOR CONDENSING UNITS. REFER TO PLANS TO DETERMINE IF A REFRIGERANT SYSTEM IS REQUIRED. NEW PIPING IS REQUIRED. REUSE OF EXISTING PIPING IS NOT ALLOWED. 2. PIPING A. REFRIGERANT PIPING SHALL BE TYPE ACR COPPER TUBING. TUBING SHALL BE CLEAN AND CLEAR OF DEBRIS, AND EVACUATED WITH A DEEP VACUUM PRIOR TO REFRIGERANT CHARGE. THE CONTRACTOR SHALL CONFIRM THE DIAMETER OF THE REFRIGERANT PIPING RUNS IN EXCESS OF 50 EQUIVALENT FEET WITH THE ARCHITECT, ENGINEER, AND MANUFACTURER FOR ALL SPLIT SYSTEMS. NO REFRIGERANT PIPING RUNS EXCEEDING 100 EQUIVALENT FEET ARE TO BE INSTALLED WITHOUT EXPRESS BRANDS' PERMISSION. THE MANUFACTURER SHALL PROVIDE ALL FINAL PIPE SIZING AND COIL SELECTIONS FOR ALL REFRIGERANT PIPING SYSTEMS. B. ALL FITTINGS AND JOINTS SHALL BE WROUGHT COPPER OR CAST BRONZE (ANSI B16.22). ALL COPPER TO COPPER JOINTS SHALL BE BRAZED WITH A COPPER - PHOSPHORUS ALLOY AND ALL OTHER JOINTS SHALL BE BRAZED WITH SILFOS -5 ALLOY. C. 3. INSTALLATION 4. INSPECTION INSTALL WATER INS WITHOUT PITCH. USE ECCENTRIC REDUCING COUPLINGS AT CHANGES IN SIZE ' TH THE TOP OF PIPES AT SAME ELEVATIO EE MECHANICAL DETAIL DRAWINGS FOR APPLICABLE DETAILS. PROVIDE UL LISTED FIRE STOPPING SYSTEM AROUND ALL PIPING PENETRATIONS THROUGH RATED WALLS. PENETRATIONS SH MEET THE REQUIREMENTS OF UL DETAILS WL1001 (UNINSULATED WALL) AND WL5039 (INSULATED WALL). ALL ELBOWS ARE TO BE LONG RADIUS TYPE. A. REFRIGERANT PIPE SIZING SHALL BE THE RESPONSIBIUTY OF THE HVAC SUPPLIER. CONTRACTOR WILL PROVIDE A SCHEMATIC PROPOSED LAYOUT OF THE SYSTEM INCLUDING ALL ELBOWS, RISES, RUNS, ETC., WITH DIMENSIONS. THE HVAC SUPPLIER WILL THEN PROVIDE WRITTEN DOCUMENTATION OF PIPE SIZES AND ADDITIONAL REQUIRED SYSTEM COMPONENTS TO THE FIELD. B. SUCTION LINES SHALL HAVE ADEQUATE LIFT TRAPS AND /OR DOUBLE SUCTION RISERS TO MEET THE REQUIREMENTS OF FIELD CONDITIONS AND EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. C. BRAZE ALL JOINTS WITH SILFOS -5 STARTING AT THE INDOOR UNIT AND WORKING TOWARD THE OUTDOOR UNIT. THE SEALS ON THE OUTDOOR UNIT SHALL BE BROKEN LAST. A NITROGEN BLEED SHALL BE USED DURING ALL BRAZING AND ANY TIME THE SYSTEM IS OPEN. ALL OPEN LINES SHALL BE CAPPED AND SEALED BEFORE LEAVING THE SITE DURING CONSTRUCTION. PRESSURE TEST FOR LEAKS WITH AN INERT GAS UP TO 245 PSIG. REDO LEAKING JOINTS AND RETEST UNTIL SYSTEM IS TIGHT. EVACUATE ENTIRE SYSTEM TO 200 MICRONS OF MERCURY. CHARGE SYSTEM WITH 25 PSI OF R -22 AND A INERT GAS TO 245 PSI AND RETEST SYSTEM. ENERGIZE CRANK CASE HEATERS 24 HOURS PRIOR TO STARTING COMPRESSOR TO ENSURE THAT ALL REFRIGERANT LIQUID IS OUT OF THE COMPRESSOR. D. UPON COMPLETION OF TESTING, BUT BEFORE THE REFRIGERANT PIPING INSULATION IS APPLIED, THE PIPING MUST BE INSPECTED BY A REPRESENTATIVE OF THE LOCAL GOVERNING AUTHORITY AS NECESSARY. E. INSULATE THE REFRIGERANT SUCTION UNES AND CONDENSATE ONES WITH RUBATEX OR ARMSTRONG 1 INCH THICK PIPE INSULATION WITH FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 50 IN ACCORDANCE WITH INDUSTRY STANDARDS. DO NOT INSULATE THE HOT GAS (LIQUID) LINES OR ANY HOT GAS BYPASS. F. PROVIDE UL LISTED FIRE STOPPING SYSTEM AROUND ALL PIPING PENETRATIONS THROUGH RATED WALLS. PENETRATIONS SHALL MEET THE REQUIREMENTS OF UL DETAILS WL1001 (UNINSULATED WALL) AND WL5039 (INSULATED WALL). A. CONTRACTOR MUST PREPARE AND SUBMIT A COMPLETE PIPING SCHEMATIC TO THE LOCAL MANUFACTURER REPRESENTATIVE FOR APPROVAL PRIOR TO BEGINNING INSTALLATION. UPON COMPLETION OF PIPING, THIS CONTRACTOR MUST CALL THE LOCAL REPRESENTATIVE FOR FIELD INSPECTION OF WORK PERFORMED . ALL ITEMS FOUND TO BE INADEQUATE FOR PROPER PERFORMANCE BY MANUFACTURER REPRESENTATIVE MUST BE CORRECTED. THIS INSPECTION IS PERFORMED AT ESD &C EXPENSE. END OF SECTION 232300 SECTION 233100 HVAC DUCTS AND CASINGS 0 UNITS BELOW MAINS TO BE TAKEN FROM BOTTOM OF MAINS AT A 45 DEGREE ANGLE, PITCH OWNWARD TOWARD NCHES TO UNITS ABOVE MAINS TO BE TAKEN FROM TOP OF MAINS AT A 45 DEGREE ANGLE PITCH ' UPWARD S UNITS. PITCH NOT LESS THAN 1" TO 10 FEET. A. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED IC SYSTEM ' OR SHALL OBTAIN WRITTEN CONFIRMATION FROM THE LANDLORD'S OPER FILLING OF THE TENANT'S SYSTEM HAS BEEN COMPLETED IN T TENANT'S SYSTEM IS READY TO BE CONNECTED TO THE 1. NO DUCTWORK SHALL BE FABRICATED PRIOR TO JOB SITE VISIT AND APPROVAL BY THE GENERAL CONTRACTOR. A SKETCH MUST BE SUBMITTED INDICATING DEVIATIONS FROM DESIGN AND MUST BE APPROVED BY ESD&C'S PROJECT MANAGER PRIOR TO FABRICATION OR INSTALLATION. 2. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR AND ROUND DUCTWORK WITH GALVANIZED STEEL IN ACCORDANCE WITH SMACNA " HVAC DUCT CONSTRUCTION STANDARDS" OF THE LATEST EDITION. WHERE OTHER CODES ARE ENFORCED, (1 E. UMC, BOCA, ETC.) USE THE MOST STRINGENT CODE FOR DUCT CONSTRUCTION STANDARDS. 3. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO THE FOLLOWING PRESSURE CLASSIFICATIONS: SUPPLY DUCTS: 2" W.G., POSITIVE RETURN AND EXHAUST DUCTS: 2" W.G., NEGATIVE EXCEPT WHERE OTHERWISE INDICATED, USE DUCT SEALANTS OF THE FOLLOWING PRESSURE CLASSIFICATIONS: SUPPLY DUCTS: CLASS B - 3 W.G. RETURN AND EXHAUST DUCTS: CLASS C - 2" W.G. IN ACCORDANCE WITH THESE CONSTRUCTION AND SEALANT PRESSURE CLASSIFICATIONS, MAXIMUM DUCT AIR LEAKAGE WILL NOT EXCEED 5% AS REQUIRED FOR FINAL AIR BALANCE APPROVAL. 4. ROUND DUCTWORK SHALL BE GALVANIZED STEEL WITH SPIRAL LOCKSEAM CONSTRUCTION FOR ALL SIZES 14" DIAMETER AND LARGER. ROUND D SNAP-LOCK DUCTWORK SIZES 13" DIAMETER AND SMALLER MAY BE SNAP LOCK CONSTRUCTION. ALL SNAP -LOCK SEAMS SHALL BE SEALED AS DESCRIBED IN THESE SPECIFICATIONS. ROUND FITTINGS SHALL BE GALVANIZED STEEL WITH SPOT WELDED AND BONDED CONSTRUCTION. 5. ROUND SPIRAL GALVANIZED STEEL DUCTWORK MAY BE USED IN PLACE OF RECTANGULAR DUCTWORK IN HORIZONTAL APPLICATION WHEN ABOVE CEILING CLEARANCES PERMITS AND EQUIVALENT FREE AREA IS MAINTAINED, WITH THE FOLLOWING EXCEPTION; ALL SUPPLY AND RETURN DUCTWORK WITHIN 15 FEET OF THE AIR HANDLER MUST BE RECTANGULAR AND INTERNALLY UNED. ONCE A TRANSITION IN THE DIRECTION OF THE AIRFLOW TO SPIRAL HAS BEEN DONE, DUCT WILL NOT BE ALLOWED TO REVERT TO RECTANGULAR. WHERE ROUND DUCT SUBSTITUTION WILL TAKE PLACE, SUBMIT A SKETCH AND CHART SHOWING EQUIVALENT ROUND CONVERSIONS OF RECTANGULAR DUCTWORK TO ESD &C PROJECT MANAGER'S FOR APPROVAL PRIOR TO FABRICATION OR INSTALLATION. 6. INSTALL FACTORY MANUFACTURED DOUBLE THICKNESS TURNING VANES IN RIGHT ANGLE ELBOWS IN MAIN DUCT PER LATEST EDITION OF SMACNA. 7. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. SUPPORT HORIZONTAL DUCTS WITHIN 2 FEET OF EACH ELBOW AND WITHIN 4 FEET OF EACH BRANCH INTERSECTION USING DOUBLE STRAP HANGERS ON EACH SIDE OF FITTING. SUPPORT VERTICAL DUCTS AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACH FLOOR. NO WOOD SHALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. 8. WHERE DUCTS PASS THROUGH ROOFS AND FLOORS, PROVIDE AS MINIMUM 1- 1/2 "X1 -1/2" X1/8" STEEL ANGLE FRAMES AT EACH SIDE OF OPENING. THE ANNULAR SPACE BETWEEN DUCT AND ANGLE FRAMES SHALL BE CAULKED WITH SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY ASSEMBLY FIRE RATING. 9. ALL JOINTS AND SEAMS SHALL BE SEALED WITH 2" WIDE, GLASS- FIBER - FABRIC REINFORCED TAPE. JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. LIQUID SEALANTS BY UNITED MCGILL CORP., DOW CORNING, MIRACLE ADHESIVES AND SUREBOND INC. WILL BE ACCEPTED IN LIEU OF TAPE. 10. SOFT ELASTOMER BUTYL GASKET WITH ADHESIVE BACKING SHALL BE USED TO SEAL FLANGED JOINTS. 11. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 12. PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, CONTROLS, AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR INSPECTION. IF THE ACCESS PANEL LOCATION IS EXPOSED TO THE SALES AREA, IT MUST BE APPROVED BY ESD &C'S PROJECT MANAGER PRIOR TO INSTALLATION. IN HARD CEILINGS, LAY -IN SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND REGISTERS WITH PLASTER FRAMES MAY BE USED AS ACCESS LOCATIONS WHEN WITHIN 3' -0" OF DEVICE. 13. ALL DUCTWORK SHALL BE INSTALLED WITH INSIDE CLEAR DIMENSIONS AS NOTED ON DRAWINGS. WHERE DUCTWORK SIZE IS LARGER THAN CONNECTED DEVICE (IE. VAV BOX, DIFFUSER, REGISTER) SMOOTH DUCT TRANSITIONS ARE TO TAKE PLACE JUST PRIOR TO DEVICE CONNECTION. SEE MECHANICAL DRAWINGS FOR DETAIL , :'. ' • :1 4. ALL OTHE PRESSURE DUCT 1. WHERE DUCTWORK I - ICALLY NOTED AS MEDIUM PRESSURE, IT SHALL BE CONSTRUCTED IN ACC STANDARDS FOR A PRESSURE 2. ALL GAUGES AND REINFORCEMENT MUST MEET WIT WITH THE LANDLORD'S CRITERIA. OTHERWISE REQUIRED BY THE OF 4 INCHES WATER COLUMN MINIMUM OR GREATER WITH SMACNA D. RED BY LANDLORD. TEST EDITIO • CNA STANDARDS FOR MEDIUM PRESSURE DUCT AND 3. CONNECTIONS TO THE LANDLORD'S MEDI SURE DUCTWORK SHALL BE MADE " " 0- LOSS" SADDLE TEE TAPS OR AS FROM METAL DUCTWORK SPECIFICATION SECTION APPLY TO THIS SECTION, WITH THE EXCEPTIO LL MEDIUM E DUCTWORK MUST BE WRAPPED WITH INSULATION, NOT LINED. END OF SECTION 233100 SECTION 233300 AIR DUCT ACCESSORIES A. FLEXIBLE CONNECTIONS 1. FLEXIBLE COLLARS SHALL BE FURNISHED AND INSTALLED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, AIR HANDLERS, ETC.) AND DUCTS OR CASINGS. ALSO, FURNISH AND INSTALL FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING EXPANSION JOINTS. 2. FLEXIBLE CONNECTIONS SHALL BE CONSTRUCTED OF NEOPRENE- COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. B. FLEXIBLE AIR DUCT 1. FLEXIBLE AIR DUCT SHALL BE 1" INSULATED CLASS 1, UL LISTED AND RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. DUCT CONSTRUCTION MATERIAL (PLASTIC, CLOTH, ALUMINUM) MUST ADHERE TO LOCAL CODES AND LANDLORD'S REQUIREMENTS AND BE INCLUDED AS SUCH IN THE BID. 2. FLEXIBLE AIR DUCT SHALL BE ATTACHED PER DETAILS ON THE DRAWINGS. FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL APPLICATIONS. 3. FLEXIBLE DUCT SHALL NOT EXTEND OVER 4' -0" IN LENGTH AT ANY ONE LOCATION. C. SUPPLY AIR TAKE -OFF FITTINGS 1. FURNISH AND INSTALL CONICAL, TAPERED OR 45 DEGREE SADDLE TAKEOFFS FROM MAIN DUCTWORK TO ROUND BRANCHES. INSTALLATION SHALL BE PER SMACNA LATEST EDITION. D. DAMPERS 1. WHERE DESIGNATED, FURNISH AND INSTALL MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. DAMPER SHALL BE DURODYNE MODEL NO: K SERIES QUADRANT OR ESD &C APPROVED EQUAL 2. OPERATING HANDLES ON ALL DAMPERS SHALL BE TAGGED WITH A MINIMUM 18 LONG ORANGE MARKER TAPE. 3. WHERE ACCESS TO BALANCING DAMPER IS RESTRICTED, A REMOTE DEVICE, MANUALLY OPERATED SHALL BE USED. UNITS SHALL BE ORDERED THREE WEEKS BEFORE INSTALLATION TO ALLOW FOR DELIVERY LEAD TIME. E / SMOKE DAMPERS 1. FURNISH AND IN r • , ARY FIRE DAMPERS WHERE INDICATED OR REQUIRED BY CODES. DAMPERS SH HORIZONTAL OR VERTICAL FL 2. FIRE DAMPERS SHALL HAVE THE BLADES OUT OF TH AND INSTALL ACCESS DOORS AS NECESSARY. 3. FURNISH AND INSTALL ALL NECES 4. FIRE SMO CTOR FOR POWER REQUIREMENTS. AS REQUIRED. FIRE DAMPERS SHALL BE UL LABELED AM AN SIGNED FOR ALL CODE REQUIREMENTS. DEGREE F FUSIBLE LINK, TYPE B, AS MINIMUM. FURNISH MING AND SLEEVES FOR DAMPER MOUNTING • = D CODE REQUIREMENTS. SHALL BE FURNISHED AND INSTALLED WITH ELECTRIC POWERED MECHANISM. COORDINATE CTRICAL END OF SECTION 233300 NTS OODM011AOSPE SHREMSHOCK g = E 6130 S. S WESTERN#€: 614-545- 0 tx 0 0 z H W O 0- Exr►,-1>s 12/1% ---- 01 Tr o� ' W mx ri�J ° � W W� N � ! Q l! d d ° W V7 :9;6. V'= � C q s U - w 2: a O ° - 4] 'Q :1'96 � a 3° i W a 4 h • N 72 p W o__ H VI fit W 1_, n F • 4 0 d d O U N Y V U C� txaa WWpG q ^h _ ,� L.1 Q, R. ° B r _ y 'n � m 4 SwF Lp C = � r U Q � pA'(T.PF,Q�P W I® z W C..) I J M o opt CI) pi W t- Z X � 4hE W a °a � vw fn � � N REVISIONS: REQUIRED BY: DS LANDLORD COMMENTS B.D. COMMENTS JUi 0 0 AUUO PERMIT CENTER * INDICATES NO REVISION TO THIS SHEET GI VEERING, INC 1 = DAD ti Q 2 0 • C w CC CO � 00 w co inc Lu 0 cc cL LJ"I 6, ce O Z • p } U W P Q O ° • w a i - p = I- a �o W a L7 P� P N Vi c 1 Wri = 4 C9 Y • p 6 • 0 a "E:-( N � v :22: o s 0° zP h 1:c7 • C o L:=Ef : 'W b 4 ! �i } . N J P y C In • _ = g V • z � O _ 2 ' R _ _ 'n • q V� C El ° F = W C O = ° Y 4 U 0 -J • v1 La :P An a ILX2 .- V1 U • O J W S 1 - o CC T W - aca = wc CO CO C) DATE ISSUED: 04/18/2008 DESIGNED BY: BJD DRAWN BY: BJD CHECKED BY: JTP MECHANICAL SPECIFICATIONS DRAWING NUMBER: lo 4s/4 (N 0 DO rn r • DO DO CL O o I- U W Lij 0 O H IO L Z C7 o cn Oj V) W DATE 05/27/08 SD-2 MECHANICAL PLAN 16"x12 DENIM ROOM 44 "x20' 1 M03.1 14°x 14" 40 "x207 WOMEN'S 'TOILET ROOM 000 BREAK AREA M03.1 MANAGER'S OFFICE SD -3 r� 250 ! J M03.1 H.C.F.R.1. ROOM THREE 10 "X10" 0 ' 8 F.R.4. F.R.8. F.R.T; F. .3. RG -3 ADJACENT TENANT (N.I.C.) F.R.2. F.R.6. F.R.1. WOMEN'S ROOM TWO 295 f ■ / \ ADJACENT TENANT (N.I.C.) MEN'S ROOM TWO 18 "x12" `. 10 "x12" • SD -1 SD -1 310 315 MEN'S ROOM ONE WOMEN'S ROOM ONE VERIFY ALL FIELD CONDITIONS PRIOR TO BID SEE SHEET MO2.2 KEY PLAN SHREMSHOCK ENGINEERING, INC 6130 S. : LOAD W EST E RV #LE<< >1;:: -: # 81 :.:; 614 -545 = k .` • INDICATES NO REVISION TO THIS SHEET _ _ � W O a o� a : 6' r= w • ow� o N__ I wy3 Q � 7:: n fl a H``pI = m ::- c a m ° r° : I!' S r ? O = Y LJ W ° 3 w C7 � 0 w U O _ W d 4 wa � y z ° o� a O M x - O U ,, W = _ r w Q Q U I Q 4 1 r U s p =W d U ww p 4QN °? Mia ° m 2 ° ~:> W �O a � om • ° r a ��2 o¢w¢�m a�a 4a4z[a O¢00 � � wa. C=.� iy y� a — _� 1 U � y 4C W o C W .+_ ri p � T ▪ ,a •-• W � y Hw ' E 0_ U dCd J d W ¢°-— • Cw } ° y C ;e.LE QO� y J ° y O y " F ilice � � W O W =�¢ a H 4 J ° w W LJ z C C .. y – ... ∎ -..r y m ~ y Q ~ � 3 i �d' = ~ ~ a °�� °=c1_0; C O L.. 4 W W ra.r y p v • 2 F p ° W • U y J a p = z i w t : z c = = 0 O s C : W r p O N w :: — b 4 = U$ p SNF W = U i.am 0 = C] W = N V O J^� C] a= O C W 7C = r Q W e a = Q m J d C aH UO_GC W Q n4 y O • O UH= .--.= W y � Z 0 � O CO LLI 0 >- 0 Cr 0 D a z o : co o � H w CO a m Ci z cz O `jcv =a W, ce 1- qO L J o w X �U�H wZ 0V 0 LIJ<NQ o vl o Et D OW UwV) o_ IA 1_V) V) O w REVISIONS: REQUIRED BY: DATE ;Li .. ..1 a A...s.n N)th U COW PERMIT CENTER N 0 DO rn O — Y co co X 00 DATE ISSUED: 04/18/2008 DESIGNED BY: BJD DRAWN BY: BJD CHECKED BY: JTP MECHANICAL PLAN DRAWING NUMBER: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL SEATTLE, WA 98188 SCOPE: PACKAGE: DESIGN TYPE: HAYWOOD GENERATION: ESD&C PROJECT #: 00005818 A/E PROJECT #: 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 EXPRESS STORE PLANNING, INC., D/B/A EXPRESS STORE DESIGN AND CONSTRUCTION ("ESDC "). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. 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 ESDC. 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. EXPRESS STORE PLANNING, INC. d /b /a STORE DESIGN & CONSTRUCTION GENERAL NOTES ALL NOTES INCLUDED HEREIN ARE MADE PART OF EACH AND ALL MECHANICAL, ELECTRICAL AND PLUMBING SECTIONS OF WORK. 1. REFER TO LANDLORD'S SPECIFICATIONS AND TENANT DESIGN CRITERIA FOR NECESSARY INFORMATION AND COORDINATION WITH OTHER TRADES. 2. THE ABBREVIATION ESD&C WHEREVER IT APPEARS IN THE DRAWINGS, SHALL REFER TO "EXPRESS STORE DESIGN AND CONSTRUCTION ". ANY REFERENCE TO TENANT, BRAND SPECIFIC (EXPRESS, ETC.) OR FURNISHED BY ANY OF THE ABOVE REFERS TO ESD &C. 3. ANY DISCREPANCY BETWEEN ESD &C DRAWINGS AND TENANT CRITERIA, ESD &C DRAWINGS SHALL TAKE PRECEDENCE. 4. THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC TO THE EXTENT THAT ALL INSTALLED ITEMS AND LOCATIONS ARE NOT EXACTLY PLACED AND ARE NOT TO BE SCALED. 5. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELATED PERMITS AND INSPECTION FEES. 6. BEFORE COMMENCING ANY WORK, CONTRACTORS SHALL REVIEW THE LATEST NATIONAL, STATE AND LOCAL CODE REQUIREMENTS INCLUDING LANDLORD CRITERIA AND PERFORM THE WORK IN STRICT ACCORDANCE WITH THESE. IN CASE OF CONFLICT THE STRICTER REQUIREMENTS WILL PREVAIL. 7. NO ADDITIONAL COMPENSATION SHALL BE MADE FOR ANY CHANGE ORDERS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOBSITE AND /OR PREDETERMINE ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. A. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. FOR THE PURPOSE OF SURVEYING EXISTING CONDITIONS, WHICH MAY AFFECT THE WORK TO BE DONE UNDER THIS SECTION, ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE GENERAL CONTRACTOR, ESD &C OR THE LANDLORD'S FIELD REPRESENTATIVE FOR CLARIFICATION. B. AFTER BID, ANY QUESTIONS RELATING TO SPECIFIC M, E, OR P ISSUES ARE TO BE DIRECTED AS RFI'S THROUGH THE ESD &C PROJECT MANAGER. C. SHOULD THE SPACE HAVE BEEN INACCESSIBLE FOR INSPECTION CONTRACTOR MUST INDICATE SO ON HIS BID. 8. THE GENERAL CONTRACTOR'S FIRE SPRINKLER SUBCONTRACTOR SHALL DESIGN AND INSTALL FIRE SPRINKLER SYSTEM CONFORMING TO LANDLORD'S CRITERIA, TENANT'S REQUIREMENTS AND PER LOCAL CODES AND NFPA STANDARDS. 9. THE CONTRACTOR, WITHIN FIFTEEN (15) DAYS OF THE AWARD OF THE CONTRACT, SHALL SUBMIT TO THE OWNER, SIX (6) COPIES OF A COMPLETE UST OF MATERIALS AND EQUIPMENT PROPOSED FOR THE JOB INCLUDING ALL DATA, PART NUMBERS, RATING CAPACITY, SIZE, DIMENSIONS, ELECTRICAL DATA, GRADE, MANUFACTURER, AND ANY OTHER DESCRIPTIVE DATA FOR ALL EQUIPMENT OR SYSTEMS THAT DEVIATE FROM SPECIFIED ITEMS. ANY DELAYS OR COSTS DUE TO THESE DEVIATIONS, WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL UNUSED OR ABANDONED MATERIALS AND EQUIPMENT, AND ITS REMOVAL OFF THE LANDLORD'S PREMISES. 11. OWNER RESERVES THE RIGHT TO HAVE CONSTRUCTION REVIEWED BY AN OUTSIDE CONSULTANT PRIOR TO ACCEPTANCE OF THE PROJECT. 12. EACH CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP RELATED TO HIS WORK FOR A MINIMUM PERIOD OF ONE YEAR FROM THE DATE WHICH THE OWNER ACCEPTS THE PROJECT. THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER OR TENANT SHALL CORRECT ANY DEFECTS IN MATERIALS OR WORKMANSHIP DURING THIS GUARANTEE PERIOD. 13. EACH CONTRACTOR SHALL BE RESPONSIBLE AND ENSURE A CLEAN INSTALLATION ESPECIALLY IN EXPOSED CEILING AREAS. THE FINAL APPROVAL OF THIS WORK WILL BE ISSUED BY ESD &C PROJECT MANAGER. 14. PROVIDE THREE SETS OF "AS- BUILT" DRAWINGS AND TWO BOUND SETS OF ALL OPERATIONS MANUALS, DIAGRAMS, SERVICE CONTRACTS AND GUARANTEES TO ESD &C PRECEDENT TO FINAL PAYMENT. A REPORT PREPARED BY AN INDEPENDENT AIR BALANCE CONTRACTOR, HIRED BY GC, MUST BE INCLUDED IN THE CLOSE -OUT PACKAGE. HVAC GENERAL NOTES 1. THESE PLANS MAY BE USED FOR CONSTRUCTION ONLY AFTER APPROVAL IS OBTAINED FROM THE BUILDING DEPARTMENT MECHANICAL PLAN CHECK DIVISION AND THAT DIVISION'S STAMPED APPROVAL AND AUTHORIZED SIGNATURE APPEAR ON THE PLANS. 2. COORDINATE ALL WORK WITH ALL TRADES INCLUDED BUT NOT EXPRESS TO ELECTRICAL, PLUMBING, FIRE PROTECTION AND STRUCTURAL CONTRACTORS. INSTALL ALL WORK TO CLEAR NEW AND EXISTING ARCHITECTURAL AND STRUCTURAL MEMBERS. NO ITEM SUCH AS PIPE, DUCT, ETC. IS TO COME IN CONTACT WITH ANY EQUIPMENT. 3. REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION WORK. 4. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT FIXTURE LOCATION. 5. CONTRACTOR SHALL PROVIDE CUT SHEETS TO ESD &C FOR ALL EQUIPMENT AND DEVICES FURNISHED BY THE CONTRACTOR THAT DEVIATE FROM SPECIFIED ITEM FOR REVIEW AND APPROVAL PRIOR TO THE PURCHASE OF ANY SUCH EQUIPMENT OR DEVICES. 6. HVAC CONTRACTOR IS RESPONSIBLE TO INQUIRE WITH THE LANDLORD'S REPRESENTATIVE ON ANY SMOKE EVACUATION SYSTEM IN USE AT THE MALL AT THE TIME OF THE BID. IF THE SAID SYSTEM IS NOT ADEQUATELY DESCRIBED ON THE DRAWINGS, THE MECHANICAL CONTRACTOR IS RESPONSIBLE TO INFORM THE GENERAL CONTRACTOR AND INCLUDE THE COST AS A SEPARATE UNE ITEM IN THE BID. NO ADDITIONAL MONEYS SHALL BE AWARDED FOR TIE -IN REQUIREMENTS TO A LANDLORD'S SMOKE EVACUATION SYSTEM THAT IS IN EXISTENCE AT THE TIME OF THE BID, WITHOUT HAVING IDENTIFIED A SEPARATE LINE ITEM FOR THE SMOKE EVACUATION SYSTEM AT THE TIME OF THE BID. 7. ACCESS TO ALL COMPONENTS AND EQUIPMENT MUST BE PROVIDED TO MEET CODE AND SERVICE /MAINTENANCE EASE. 8. PRIOR TO STARTUP OF HVAC EQUIPMENT, MECHANICAL CONTRACTOR WILL CONFIRM WITH ONE OF THE LISTED HVAC MANUFACTURER REPRESENTATIVES THAT CORRECT POWER FOR EQUIPMENT HAS BEEN PROVIDED TO ESD &C PROVIDED HVAC UNITS AND HAS BEEN TURNED ON FOR A MINIMUM OF 24 HOURS. ESD &C RESERVES THE RIGHT TO CHECK CONSTRUCTION COMPLIANCE WITH PLANS AND SPECIFICATIONS. SHOULD THE OWNER FIND CORRECTIVE WORK TO BE NECESSARY, HE WILL NOTIFY CONTRACTOR OF SUCH WORK IN WRITING AND EXPECT COMPLIANCE PERFORMED WITH DUE DILIGENCE. IF ANY CORRECTIVE WORK IS DEEMED TO BE NECESSARY, THE COST OF REINSPECTIONS WILL BE BORNE BY THE CONTRACTOR. THE MECHANICAL CONTRACTOR WILL THEN ENSURE THAT THE EQUIPMENT IS POWERED FOR A MINIMUM OF 24 HRS BEFORE START -UP. 9. IF WORK IS REQUIRED BY ESD &C IN ORDER TO IMPROVE, CHANGE OR CORRECT AIR CONDITIONING OPERATIONAL CONDITIONS DUE TO: PART MALFUNCTION, WARRANTY OR OTHER INABILITY TO PROVIDE THE COMFORT CONDITIONS REQUIRED BY THE STORE, CONTRACTOR SHALL BE DIRECTED BY ESD &C TO ADDRESS THIS WORK IN A TIMELY MANNER. IF IT BECOMES EVIDENT THAT THE CONTRACTOR CANNOT ACCOMPUSH THE TASK, THEN AFTER 72 HOURS OF WRITTEN NOTICE THE OWNER MAY, AT HIS DISCRETION, TAKE OVER SUCH WORK AND BACK CHARGE THE CONTRACTOR FOR ANY CORRECTIVE WORK THAT WAS REQUIRED DUE TO LACK OF PERFORMANCE, WORKMANSHIP AND /OR ADHERENCE TO PLANS AND SPECIFICATIONS. 10. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL VERIFY THE PROPER WORKING ORDER OF THE SYSTEM(S) AND MAKE ANY ADJUSTMENTS AS REQUIRED. 11. PROVIDE FILTER CHANGES THROUGHOUT CONSTRUCTION AS REQUIRED FOR ALL HVAC EQUIPMENT. PROVIDE FILTER CHANGES AT LEAST TWICE MONTHLY ONCE STARTED, PRIOR TO TEST AND BALANCE, AND LASTLY, PRIOR TO MERCHANDISING. ANY EQUIPMENT OR DUCTWORK THAT BECOMES SOILED DUE TO A LACK OF FILTER CHANGES, AS DETERMINED SOLELY BY THE ESD &C PROJECT MANAGER, SHALL BE CORRECTED ON BEHALF OF THE CONTRACTOR AND CHANGES BILLED TO THE CONTRACTOR. 12. NOTES TO EQUIPMENT SCHEDULES USE THE WORDS "FURNISH" AND "PROVIDE ". WHERE THE WORD "FURNISH" IS USED, SOME FIELD INSTALLATION IS REQUIRED BY THE CONTRACTOR. WHERE THE WORD "PROVIDE" IS USED, NO FIELD INSTALLATION IS REQUIRED AS THE DEVICES OR ACCESSORIES ARE FURNISHED AND INSTALLED BY THE MANUFACTURER AS PART OF THE EQUIPMENT WHEN SHIPPED. 13. UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, MATERIAL, LABOR AND SUPERVISION NECESSARY TO COMPLETE THE HEATING, VENTILATING AND AIR CONDITIONING WORK IN ACCORDANCE WITH THE SPECIFICATIONS AND STANDARDS AS OUTLINED HEREIN. SEE RESPONSIBILITY SCHEDULE ON SHEET M04.1. 14. MECHANICAL CONTRACTOR SHALL FIELD MEASURE EXISTING ROOF CURB(S) FOR CURB ADAPTER(S), WHERE APPUCABLE, AND SHALL SUPPLY DIMENSIONS TO ESD &C HVAC SUPPLIER PRIOR TO START OF CONSTRUCTION. 15. ALL HEATING VENTILATING AND AIR CONDITIONING EQUIPMENT SHALL BE CLEARLY IDENTIFIED WITH TENANT'S NAME, SPACE NUMBER AND UNIT DESIGNATION AND SHALL BE STENCILED IN 4" HIGH BLACK LETTERS. 16. FURNISH AND INSTALL AU. NEW DUCTWORK INCLUDING INSTALLATION OF OWNER SUPPLIED PLENUM BOOTS, SUPPLY AIR DIFFUSERS, AND RETURN AIR GRILLES. (SEE AIR DEVICE SCHEDULE ON THIS SHEET). A. ALL MATERIAL SHALL BE NEW AND OF COMMERCIAL GRADE AND BEAR UNDERWRITER'S LABORATORY AND UNION LABELS WHERE SUCH LABELING APPLIES. B. ALL PLENUMS SHALL BE FABRICATED FROM GALVANIZED SHEET METAL OF THE APPROPRIATE GAUGE AND BE INSULATED WITH A MINIMUM OF 1" THICK, 0.75 LB /CU.FT. DENSITY FIBERGLASS INSULATION WITH ALUMINUM FOIL BACKED VAPOR BARRIER. C. WHERE DESIGNATED, BRANCHES FROM MAIN LOW VELOCITY TRUNK DUCTWORK SHALL BE FURNISHED WITH SPUTTERS, DAMPERS OR SIMILAR BALANCING DEVICES IN ACCORDANCE WITH THE STANDARDS OF SMACNA. D. ALL DUCTS FOR FINAL CONNECTION TO DIFFUSERS SHALL BE CLASS 1. U.L. LISTED (SL 181) FLEXIBLE AIR DUCT NOT TO EXCEED 4' -0" IN LENGTH (THERMAFLEX, GLASFLEX, OR APPROVED EQUAL). E. SUPPLY AND RETURN DUCTWORK SHALL BE LINED AND WITH CODE COMPLYING BLANKET INSULATION. ACOUSTICAL UNER MAY BE PROVIDED. ALL MATERIALS SHALL COMPLY WITH N.F.P.A. 90A AND 90B. SEE SPECIFICATIONS ON SHEET M01.1. F. HANGER WIRES, DUCT STRAPS, FASTENING DEVICES, ETC. SHALL BE FASTENED TO THE STEEL JOISTS AND /OR BEAMS ABOVE. DO NOT ATTACH ANY SUCH ITEMS DIRECTLY TO FLOOR SLABS, PIPING, OTHER DUCTWORK, ELECTRICAL CONDUITS OR THE ROOF DECK ABOVE. G. ADDITIONAL FIRE DAMPERS SHOULD BE INSTALLED AS REQUIRED BY ANY APPLICABLE CODES AND /OR JURISDICTIONAL AUTHORITIES. 16. SEAL AROUND PIPES AND DUCTS PENETRATING FIRE SEPARATIONS WITH LISTED AND APPROVED FIRE SEAL MATERIAL. ONLY LISTED AND APPROVED SEALANTS AND METHODS FOR THE SPECIFIC USE WILL BE PERMITTED. 17. MECHANICAL CONTRACTOR SHALL INSTALL TEMPERATURE SENSORS AND AS SHOWN ON THE PLAN (VERIFY LOCAL CODES. IF PLAN LOCATION IS NOT ACCEPTABLE, IMMEDIATELY CONTACT ESD &C PROJECT MANAGER FOR DIRECTION.) 18. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL FULLY PRESSURE CHECK AND CHARGE ALL REFRIGERANT SYSTEMS (IF REQUIRED). 19. THE CONTRACTOR SHALL ENGAGE THE SERVICES OF AN INDEPENDENT, AIR /WATER BALANCING COMPANY THAT IS A NEBB CERTIFIED CONTRACTOR OR HAS AN AABC CERTIFIED TEST & BALANCE ENGINEER. THIS COMPANY SHALL PERFORM THE BALANCING OF AIR/WATER SYSTEM(S) AND MAKE ANY REQUIRED ADJUSTMENTS TO ENSURE PROPER WORKING ORDER. UPON COMPLETION, THE BALANCING COMPANY SHALL PROVIDE A COMPLETE SYSTEM REPORT. INCLUDED AS A COVER TO THIS REPORT SHALL BE A COMPLETED EXPRESS BRANDS HVAC BALANCE CERTIFICATION FORM. HVAC EQUIPMENT COMMISSIONING DETAILED HVAC COMMISSIONING INFORMATION IS INCLUDED IN THE ESD&C SITE MANUAL PROVIDED TO THE CONTRACTOR AT THE START OF THE PROJECT. MANUFACTURER WILL CONTACT THE CONTRACTOR EARLY IN THE PROJECT TO SET PRELIMINARY DATES FOR HVAC INSPECTION, COMMISSIONING AND HVAC CONTROLS COMMISSIONING. PRIOR TO HVAC INSPECTION / COMMISSIONING (TO BE COMPLETED BY MECHANICAL SUBCONTRACTOR), 1. CONNECT AND BLEED CONDENSATE, DUCTWORK, NATURAL GAS, CHILLED WATER PIPING, AND /OR CONDENSER WATER PIPING. 2. CHARGE HVAC SYSTEMS WITH REFRIGERANT FOLLOWING MANUFACTURERS' GUIDELINES AND INSTRUCTIONS. COLD WEATHER CONDITIONS REQUIRE SPECIFIC PROCESSES, CONTACT MANUFACTURER FOR TECHNICAL SUPPORT. 3. CONNECT POWER TO THE HVAC EQUIPMENT FOR A MINIMUM OF 24 HOURS. NOTE: IN COLD WEATHER SITUATIONS, DO NOT OPERATE THE UNITS PRIOR TO COMMISSIONING! HVAC EQUIPMENT SHOULD BE STARTED UP EARLY IN THE PROJECT. COORDINATE EARLY START UP OF EQUIPMENT WITH MANUFACTURER. NOTE: THE GC MAY BE BACK CHARGED FOR ADDITIONAL AC SITE VISITS BEYOND THE FIRST THREE (3) NECESSARY TO DOCUMENT THE RESOLUTION OF THE HVAC PUNCHUST ITEMS. HVAC COMMISSIONING PROCESS VISIT 1: HVAC EQUIPMENT START UP 1. CONTRACTOR SHALL HAVE THE MECHANICAL AND ELECTRICAL SUBCONTRACTOR ON SITE DURING THE HVAC INSPECTION AND COMMISSIONING. BUDGET 5 HOURS FOR THE HVAC INSPECTION AND COMMISSIONING. (NOTE: THESE HOURS ARE TO BE USED FOR THE COMPLETION OF THE COMMISSIONING PROCESS ONLY. ADDITIONAL HOURS WILL NOT BE APPROVED FOR WORK THAT WAS IN SCOPE AND NOT COMPLETED PRIOR TO THE COMMISSIONING PROCESS.) 2. CONTRACTOR TO COMPLETE AND EMAIL, OR FAX, THE HVAC EQUIPMENT START UP SURVEY TO MANUFACTURER PRIOR TO THE HVAC STARTUP. 3. MANUFACTURER COORDINATES THE HVAC EQUIPMENT COMMISSIONING. CONTRACTOR IS RESPONSIBLE FOR COMMUNICATING SCHEDULE DATE CHANGES TO MANUFACTURER AND SUBCONTRACTORS. 4. PROVIDED THERE ARE NO HVAC INSTALLATION ISSUES. SYSTEMS SHALL BE STARTED FOR TEMPORARY OPERATION ON LOCAL CONTROL 5. IF THERE ARE HVAC INSTALLATION PUNCHLIST ITEMS, THE GC MUST CORRECT THEM AND RESCHEDULE COMMISSIONING WITH MANUFACTURER. VISIT 2: HVAC CONTROLS COMMISSIONING THE CONTROLS COMMISSIONING IS PERFORMED BY THE MANUFACTURER IN CONJUNCTION WITH THE GENERAL CONTRACTOR AND THE MECHANICAL AND ELECTRICAL SUBCONTRACTORS. ALLOW FOR 4 HOURS TO COMPLETE THE CONTROLS COMMISSIONING. (NOTE: THESE HOURS ARE TO BE USED FOR THE COMPLETION OF THE COMMISSIONING PROCESS ONLY. ADDITIONAL HOURS WILL NOT BE APPROVED FOR WORK THAT WAS IN SCOPE AND NOT COMPLETED PRIOR TO THE COMMISSIONING PROCESS.) FOLLOW THE CONSTRUCTION DRAWINGS AND MANUFACTURER'S DETAILS AND DRAWINGS DURING THE INSTALLATION OF THE HVAC CONTROL EQUIPMENT. 1. CONTRACTOR TO COMPLETE AND EMAIL, OR FAX, THE CONTROLS COMMISSIONING SURVEY TO MANUFACTURER PRIOR TO THE CONTROL COMMISSIONING. 2. CONNECT THE HVAC CONTROLS TO AN OPERATIONAL ANALOG PHONE UNE OR ETHERNET CONNECTION TO ALLOW COMMUNICATION. IF NECESSARY, UTILIZE SITE FAX UNE TO CONNECT TO THE CONTROLS MODEM IN THE IFS PANEL 3. CONTACT MANUFACTURER AT THE SCHEDULED TIME FOR THE CONTROLS COMMISSIONING. 4. PROVIDED THERE ARE NO OPEN ISSUES, VISIT 2 IS COMPLETE. IN THE EVENT THERE ARE OPEN ITEMS, THE GC MUST CORRECT THEM AND RESCHEDULE THE CONTROLS COMMISSIONING. VISIT 3: FINAL HVAC INSPECTION THIS VISIT IS TO DO A FINAL INSPECTION OF THE HVAC EQUIPMENT AND CONTROL INSTALLATION. THIS VISIT MUST TAKE PLACE PRIOR TO CONSTRUCTION COMPLETION. THE FOLLOWING ITEMS MUST BE COMPLETED PRIOR TO THE INSPECTION: 1. HVAC SYSTEM INSTALLATION IS COMPLETE - NO OPEN PUNCHLIST ITEMS EXCEPT FOR POSSIBLY THE PERMANENT PHONE LINE. 2. AIR BALANCE IS COMPLETE. NOTE: AIR BALANCE IS IN THE CONTRACTOR'S SCOPE OF WORK. THE GC MUST COMPLETE TRANE'S SITE VISIT #3 SURVEY PRIOR TO THE VISIT BEING SCHEDULED. THE CONTRACTOR IS RESPONSIBLE FOR HAVING THE MECHANICAL SUBCONTRACTOR AND THE ELECTRICAL SUBCONTRACTOR ON SITE DURING THE FINAL INSPECTION. BUDGET 4 HOURS FOR THE FINAL INSPECTION. 1. THE CONTRACTOR IS RESPONSIBLE FOR COMMUNICATING SCHEDULE DATE CHANGES FOR THE FINAL INSPECTION 2. FILTERS ARE TO BE REPLACED DURING THIS VISIT. FILTERS ARE TO BE PROVIDED BY THE CONTRACTOR AND SHALL BE ON SITE WHEN THE TRANE TECHNICIAN ARRIVES. 3. WHEN COMPLETE AND ALL OPEN CONTRACTOR HVAC ISSUES ARE RESOLVED A CONTROL NUMBER IS ISSUED BY THE MANUFACTURER. IT IS RECORDED INSIDE THE CONTROL PANEL DOOR IN THE IFS ELECTRICAL PANEL AND ON THE FINAL VISIT CHECK LIST. 4. IN THE EVENT THERE ARE OPEN ITEMS, THE CONTRACTOR MUST CORRECT THEM AND RESCHEDULE THE FINAL INSPECTION WITH MANUFACTURER. GC IS RESPONSIBLE FOR REPLACEMENT OF SHEAVES, PULLEYS, AND BELTS, IF NEEDED. 5. THE HVAC CONTROL NUMBER WILL BE ISSUED AT THE END OF THE VISIT PROVIDED THERE ARE NO UNRESOLVED HVAC PUNCHUST ITEMS. THE TRANE TECHNICIAN WILL WRITE THE HVAC CONTROL NUMBER ON THE STICKER INSIDE THE WR CONTROLS PANEL (IFS PANEL) AND ON THE FINAL VISIT CHECK LIST. NATIONAL ACCOUNTS HVAC SUPPLIER GENERAL NOTES HVAC EQUIPMENT NOTED HAS BEEN PREPURCHASED BY EXPRESS STORE DESIGN & CONSTRUCTION. WITHIN THE FIRST WEEK OF CONSTRUCTION, THE GENERAL CONTRACTOR OR THEIR MECHANICAL SUBCONTRACTOR SHALL NOTIFY SUPPLIER VIA EMAIL THE EMAIL SHALL STATE THE PHONE NUMBER, EMAIL ADDRESS AND DELIVERY ADDRESS OF THE CONTACT PERSON RESPONSIBLE FOR SCHEDULING AND RECEIVING THE HVAC EQUIPMENT AND ACCESSORIES. EQUIPMENT AND ACCESSORIES ARE TO BE SHIPPED BY ANY SPECIAL SHIPPING INSTRUCTIONS REQUIRED OR REQUESTED. ALLOW A MINIMUM OF TWO WEEKS AFTER CONSTRUCTION STARTS FOR DELIVERY UNLESS SPECIAL ARRANGEMENTS ARE MADE PRIOR TO THE START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL SHIPPING COST INCURRED IF DELIVERY IS REQUIRED PRIOR TO THE STANDARD TWO WEEKS SCHEDULED. IF THIS INFORMATION IS NOT SENT TO NATIONAL ACCOUNT SUPPLIER, THEN THE EQUIPMENT AND ACCESSORIES WILL BE SHIPPED IN ACCORDANCE WITH THE PURCHASE ORDER DATE AND INSTRUCTIONS ISSUED BY ESD &C AND THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UNLOADING AND STORAGE OF EQUIPMENT UNTIL SUCH TIME AS REQUIRED FOR INSTALLATION ON PROJECT. IF OWNER'S REPRESENTATIVE IS PERFORMING START UP, THEN GC AND /OR MECHANICAL CONTRACTOR MUST COORDINATE WITH MANUFACTURER REP. 2 WEEKS PRIOR TO CONSTRUCTION END DATE. CONTACT INFORMATION JIM HOOVLER TRANE NATIONAL ACCOUNTS REPRESENTATIVE EMAIL: JEHOOVLEROTRANE.COM PHONE NO: 866.415.2499 SCOTT CRABTREE TRANE NATIONAL ACCOUNTS REPRESENTATIVE EMAIL SECRABTREE@TRANE.COM PHONE NO: 866.415.2499 JODY SOWERS TRANE TECHNICAL SUPPORT, PRIMARY EMAIL: JSOWERSOTRANE.COM PHONE NO: 866.415.2499 DAN SCHONDELMAYER TRANE SHIPPING (OR TECHNICAL SUPPORT, SECONDARY) EMAIL: DCSCHONELMAYEROTRANE.COM PHONE NO: 866.415.2499 VICKI TAYNER HVAC COMMISSIONING EMAIL: VICKI.TAYNEROTRANE.COM PHONE NO: 866.415.2499 MECHANICAL NOTES AND SPECIFICATIONS NTS OODMO23JOSPEC F AIR HANDLING UNIT SCHEDULE (SPLIT DX) MARK (AHU-4t) TRANE PACKAGE NUMBER MODEL AIR FLOW (CFM) OA FLOW (CFM) EXT. SP. (IN W.C.) EAT ('FOB /WB) TOTAL (MBH) SENSIBLE (MBH) INPUT (KW) OUTPUT (MBH) STAGES VOLTS /0 /HZ MOTOR HP MCA (AMPS) FLA (AMPS) APPROX. WEIGHT (LBS) ACCESSORIES NOTES MARK (ACCU - #) TRANE PACKAGE NUMBER MODEL / SEER (EER) AMBIENT OA TEMP (DEG F DB) TOTAL CAPACITY (MBH) NO. OF FANS NO. OF COMP. VOLTS /0 /HZ MCA (AMPS) MOCP (AMPS) APPROX. WEIGHT (LBS) ACCESSORIES NOTES MARK (EF-4t) MANUFACTURER MODEL TYPE DRIVE TYPE AIR FLOW (CFM) EXT. STATIC (IN W.C.) FAN SPEED (RPM) VOLTS /0 /HZ FAN MOTOR WATTS APPROX. WEIGHT (LBS) SERVES ACCESSORIES NOTES 1 LPC LPCAI4F 8000 2265 0.5 82.0 / 64.4 193.79 193.48 50 170.75 2 460/3/60 7 1/2 70.7 56.56 1011 1 -8 1 1 TTA TTA240 / 9.7 85 237.66 2 2 460/3/60 42.5 50.00 900 1 -5 1 LOREN COOK GEMINI 122 CEILING MOUNTED DIRECT 75 0.375 1500 120/1/60 70 15 RESTROOMS 1 1 DX COOLING COIL ELECTRIC HEAT ELECTRICAL ACCESSORIES ( "S" INDICATES STANDARD; "0" INDICATES OPTIONAL): 1. S- COMBINATION FAN CONTACTOR /DISCONNECT SWITCH (IN HEATER CONTROL CABINET WHERE APPLICABLE). 2. S- FACTORY PROVIDED 1" MATT INSULATION. 3. S- FACTORY FURNISHED MIXING BOX WITH ACTUATOR AND 0 -10 VOLT ADAPTER. 4. S- FACTORY FURNISHED VIBRATION ISOLATORS. 5. S- FACTORY FURNISHED FAN PROOVING SWITCH. 6. S- FACTORY PROVIDED CONDENSATE PAN OVERFLOW SWITCH. 7. S- FACTORY FURNISHED THERMAL EXPANSION VALVE. 8. S- FOUR ROW DX COIL 9. 0 -TWO ROW HOT WATER COIL 10. 0- FACTORY PROVIDED ELECTRIC HEATER WITH SINGLE POINT CONNECTION (REHEAT POSITION). NOTES: 1. REFER TO CONTROL WIRING SCHEMATICS FOR ANY FIELD INSTALLED CONTROL DEVICES NOT FACTORY INSTALLED. AIR COOLED CONDENSING UNIT SCHEDULE PHYSICAL DATA ELECTRICAL ACCESSORIES ( "S" INDICATES STANDARD; "O" INDICATES OPTIONAL): 1. S- FACTORY FURNISHED TRANSFORMER FOR FIELD APPLIED CONTROLS. 2. S- PROVIDE DUAL COMPRESSORS WITH SEPARATE CIRCUITS FOR ALL UNITS 10 TONS & ABOVE. 3. S- FACTORY PROVIDED 5 MINUTE DELAY OFF TIMING ON COMPRESSOR RESTART. 4. S- FACTORY FURNISHED LOW AMBIENT CONTROL 5. S- FACTORY PROVIDED HIGH AND LOW PRESSURE SWITCHES. NOTES: EXHAUST AND VENTILATION FAN SCHEDULE PERFORMANCE ELECTRICAL ACCESSORIES ( "S" INDICATES STANDARD; "O" INDICATES OPTIONAL): 1. S -BIRD SCREEN, S- BACKDRAFT DAMPER, S- DISCONNECT SWITCH. NOTES: 1. INTERLOCK WITH LIGHTS. MECHANICAL EQUIPMENT SCHEDULES AIR DEVICE SCHEDULE OODMO23F4SCHD OODMO23EOSCHD AABC A/C ABV AD AFD AFF AHU AP ASHRAE BDD BEL BHP BLDG BOD BOP BTUH CAP CD CFM CHWR CHWS CLG CONN CONT CONTR COP CSFD CWR CWS DB DEG DET DIA DIM DISCH DL DN DTR DWG EA EAG EAR EAT EC EER EF EFF EG ELEC ELY ENCL EQUIV ESP EWC EXH (E) F FCU FLA FLEX FIR FPM FPS G GAL GALV GC GPM HD HP HTR HVAC HWR HWS AMERICAN AIR BALANCE COUNCIL AIR CONDITIONING UNIT ABOVE ACCESS DOOR APPROVED FIRE DAMPER ABOVE FINISH FLOOR AIR HANDLING UNIT ACCESS PANEL AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR CONDITIONING ENGINEERS BACK DRAFT DAMPERS BELOW BRAKE HORSEPOWER BUILDING BOTTOM OF DUCT BOTTOM OF PIPE BRITISH THERMAL UNIT PER HOUR CAPACITY CEILING DIFFUSER OR CONDENSATE DRAIN CUBIC FEET PER MINUTE CHILLED WATER RETURN CHILLED WATER SUPPLY CEILING, COOLING CONNECTION OR CONNECTOR CONTINUOUS CONTRACTOR COEFFICIENT OF PERFORMANCE COMBINATION FIRE /SMOKE DAMPER CONDENSER WATER RETURN CONDENSER WATER SUPPLY DRY BULB, DECIBEL DEGREE DETAIL DIAMETER DIMENSION DISCHARGE DOOR LOUVER DOWN DOWN THRU ROOF DRAWING EXHAUST AIR EXHAUST AIR GRILLE EXHAUST AIR REGISTER ENTERING AIR TEMPERATURE ELECTRICAL CONTRACTOR ENERGY EFFICIENCY RATIO EXHAUST FAN EFFICIENCY EXHAUST GRILLE ELECTRIC ELEVATION ENCLOSURE EQUIVALENT EXTERNAL STATIC PRESSURE ELECTRIC WATER COOLER EXHAUST EXISTING FAHRENHEIT FAN COIL UNIT FULL LOAD AMPS FLEXIBLE FLOOR FEET PER MINUTE FEET PER SECOND GAS GALLONS GALVANIZED GENERAL CONTRACTOR GALLONS PER MINUTE HEAD HORSEPOWER HEATER HEATING VENTILATING AND AIR CONDITIONING HOT WATER RETURN HOT WATER SUPPLY ID IN KW L LB LF UN DIFF MAX MBH MCA MD MECH MFR MOCP MTD MTR HEBB N.C. N.I.C. N.O. N/A NTS (N) OBD OD OPNG OSA PD PLBG POC PRV PSI RA RAG RAR RG RH RPM SA SAG SAR SCH SENS SF SMACNA SOV SP SQ SQ FT 5S TEMP TG TSP TSTAT TYP UC UH UON UTR VAV VENT VFD VTR W WB WCO WG WT INSIDE DIAMETER INCH KILOWATT LONG POUND LINEAR FEET LINEAR DIFFUSER MAXIMUM THOUSAND BTU PER HOUR MINIMUM CIRCUIT AMPACITY MOTORIZED DAMPER MECHANICAL MANUFACTURER MAXIMUM OVER CURRENT PROTECTION MOUNTED MOTOR NATIONAL ENVIRONMENTAL BALANCING BUREAU NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN NOT APPUCABLE NOT TO SCALE NEW OPPOSED BLADE DAMPER OUTSIDE DIMENSION OR DIAMETER OPENING OUTDOOR AIR PUMP PRESSURE DROP PLUMBING POINT OF CONNECTION PRESSURE REDUCING VALVE POUNDS PER SQUARE INCH RETURN AIR RETURN AIR GRILLE RETURN AIR REGISTER RETURN GRILLE RELATIVE HUMIDITY REVOLUTIONS PER MINUTE SUPPLY AIR SUPPLY AIR GRILLE SUPPLY AIR REGISTER SCHEDULE SENSIBLE SUPPLY FAN, SQUARE FOOT SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION SHUT -OFF VALVE STATIC PRESSURE SQUARE SQUARE FEET STAINLESS STEEL TEMPERATURE TRANSFER GRILLE TOTAL STATIC PRESSURE THERMOSTAT TYPICAL UNDERCUT UNIT HEATER UNLESS OTHERWISE NOTED UP THRU ROOF VARIABLE AIR VOLUME VENTILATION, VENTILATOR VARIABLE FREQUENCY DRIVE VENT THRU ROOF WATT WET BULB WALL CLEANOUT WATER GAUGE WEIGHT SHREMSHOCIENGIIEERING, INC. 6130 S. S :ROAD WESTERV # ti< 614 -545 -4 rn D z C� - W W �aW o 4 n Ln 7t b7 n - Wrg A. 6 CO aCO U C 4000 (j 22C_) 2(/32 L7 • caa - C ° 12 D O KOm (L } x 4 F 1 d W W t N - W 4 C U o y rWL a re .10 S N w m CNW= CJ 4 CY - ~o zC- ▪ =�4 a " W a O m W N`' Mt La = = W o L U • E Cr dC) L -11 W U NaN m W W W O n O W zCa, a U Q- w 4 c) LJLI z c I® � w CI: Fmm 0. Ci) X as LU CC w I-- z w 0 I J Q CO o co CO ix CO W � Z J W LLI I J W w w o o w W REVISIONS: REQUIRED BY: O 5 LANDLORD COMMENTS B.D. COMMENTS INDICATES NO REVISION TO THIS SHEET V E� II ICI 11A •zr1n 1 ILdr &11,41,F0 DRAWING NUMBER: G NTE DATE ISSUED: 04/18/2008 DESIGNED BY: BJD DRAWN BY: BJD CHECKED BY: JTP MECHANICAL PLAN NOTES 4 AND SCHEDULE DATE 05/27/08 GRILLE, REGISTER , AND DIFFUSER SCHEDULE MARK MANUFACTURER MODEL NECK SIZE (L "XW ") FRAME SIZE (L"XW') FRAME TYPE FINISH NOISE CRITERIA LEVEL ACCESSORIES NOTES MARK MANUFACTURER MODEL NECK SIZE (L "XW ") FRAME SIZE (L "XW") FRAME TYPE FINISH NOISE CRITERIA LEVEL ACCESSORIES NOTES SD -1 TITUS OMNI SEE PLAN 24 "x24" LAY-IN TITUS 127 <30 2,6 1,3 RG -1 TITUS 50F 22 "x22" 24 "x24" LAY -IN TITUS 127 <30 2,6 2,3 SD -2 TITUS OMNI SEE PLAN 24 "x24" LAY -IN TITUS #27 <30 2 1,3 RG -2 TITUS 355 -RL 22 "x1 24 "x12" LAY -IN TITUS #27 <30 2,3 SD -3 TITUS TMSA SEE PLAN 12 "x12" LAY -IN TITUS #27 <30 2,6 1,3 RG -3 TITUS 355 -RL 10 "x10" 12 "x12" LAY -IN TITUS #27 <30 SD -4 TITUS 300 -RL 10 "x8" 12 "x1O" DUCT MOUNTED TITUS 127 <30 1 ACCESSORIES: 1. OBD- OPPOSED BLADE DAMPER 2. LOD- LOCKING QUADRANT VOLUME DAMPER (PROVIDED BY MECHANICAL CONTRACTOR). SEE MECHANICAL SPECIFICATIONS SECTION 233300.D.1, SHEET M01.1 3. CFD-RUSKIN MODEL CFD OR CFDR FIRE DAMPER WITH VOLUME CONTROL 4. YRD- YOUNG'S REGULATOR REMOTE DAMPER WITH CABLE CONTROL SYSTEM (MODEL 5020 -CC) 5. LSP- INSULATED LINEAR SLOT PLENUM 6. TRM -RAPID MOUNT FRAME FOR GYPSUM CEILINGS NOTES: 1. 4 -WAY DIFFUSER (UNLESS 2 -WAY OR 3 -WAY AS INDICATED ON PLAN). 2. INSTALL BLADES FACING THE BACK OF STORE, CABINET, OR WALL. 3. GC TO FIELD PAINT DIFFUSERS TO MATCH CEILING OR WALL WITH ENAMEL FINISH. D W IoI Z NEW R.G. RETURN AIR GRILLE A LD(1) 3/4" NEW S.D. SUPPLY AIR DIFFUSER EXISTING SUPPLY AIR DIFFUSER EXISTING RETURN AIR GRILLE ACCESS PANEL EXHAUST AIR REGISTER 6' LINEAR DIFFUSER NOTATION APPROX. LENGTH, 6 FT SLOT WIDTH, 3/4 IN. NO. OF SLOTS, 1 LINEAR DIFFUSER SHEET METAL PLENUM WITH 1/2" LINING CARBON DIOXIDE SENSOR HUMIDISTAT TEMPERATURE SENSOR THERMOSTAT f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� , R EVIEW THE ADDITIONAL OPTIONS OF SOON' ACKET OVER COMPRESSOR. GLE CIRCUIT REFRIGERANT PIPING DETAIL NOTE: SIZING OF REFRIGERANT BE DETERMINED BY MA CONTRACTOR SHALL DIMENSIONED S RISES, RUNS MANUFAC WRITT CO S SHALL ACTURER. OVIDE A H SHOWING BOWS, ETC. ER WILL PROVIDE DOCUMENTATION TO CTOR VERIFYING THE PROPRIATE LINE SIZES TO BE USED. ONLY RIGID COPPER PIPING SHALL BE INSTALLED. SEE SPECIFICATION (SHEET M01.1) FOR MORE DETAILS. FROM COMPRESSOR IN HOT GAS LINE. LOCATE AS AS POSSIBLE TO COMPRESSOR DISC NEW 24 GA. G.I. COVER PLATE -- NOTCH TO FIT PIPES NOTES: ALL PIPES ENTERING THE PIPE ENCLOSURE ASSEMBLY SHALL BE SLOPED UPWARD AS THEY ENTER THE FLASHING SO THAT WATER WILL NOT BE ABLE TO RUN INTO THE BUILDING. NEW 24 GA. G.I. MULTIPLE PIPE ENCLOSURE ASSEMBLY - FASTEN TO CURB USING NEW 3/8" HEAD SCREWS THROUGH 5/8" STEEL/ NEOPRENE WASHERS - MIN. 3 PER SIDE. !: 162 �_ NEW 2x10 WOOD CURB CAVITY TO BE FOAM FILLED NEW 2x4 WOOD NAILER SECURED TO UNDERLYING DECK NEW PIPES NEW FIBERGLASS BASE SHEET - MECHANICALLY FASTENED NEW MODIFIED BITUMEN FLASHING MEMBRANE - TORCH- APPLIED NEW 3 "x3" CONTINUOUS 20 GA. G.I. METAL - SECURE TO DECK USING SCREWS SPACED AT 8" O.C. EXISTING ROOF INSULATION SUPPORT FROM STRUCTURE ABOVE WITH CHANNEL AND THREADED ROD. HANG PER SMACNA. BY UNIT SUPPLIER FLEXIBLE DUCT CONNECTOR INSULATE SUCTION LINE WITH 1/2" FLEXIBLE UNICELLULAR INSULATION. NOTE: REFER TO COIL PIPING DETAILS FOR ADDITIONAL REQUIREMENTS. CONDENSATE DRAIN. REFER TO PLAN FOR SIZE AND ROUTE. INTEGRAL OVERFLOW LEVEL FLOAT SWITCH BY HVAC SUPPLIER. YOUNG REGULATOR MODEL 5020CC (830ACC FOR RECTANGULAR) RIGID DUCTWORK, INSULATED PER SPECIFICATIONS FLEXIBLE CASING AND WIRE (30' -0" MAXIMUM) NOTE: FOR REMOTE DAMP ADJUSTMENT L NOTE: COORDINATE EXACT LOCATION OF CEILING MOUNTED CONCEALED REGULATOR WITH ARCHITECT PRIOR TO INSTALLATION. A CONCENTRIC TRANSITION 0 - MAX. 45' DIVERGING, 60' CONVERGING AIR FLOW 45' SADDLE TAP n RECTANGULAR TO ROUND ("6") ECCENTRIC TRANSITION 0 -- MAX. 30' (EXCEPT 45' IS PERMITTED AT ROUND TO FLAT OVAL) CONICAL FITTING SEAL AIRTIGHT W /MASTIC ROUND DUCT SHREMSHOCKENGINEERING, INC. 6130 S. OAD WESTERN# 614 -545 s z ~ W a p W a W f la w r o nW_1-21=:- X ! = ,:":2: Q N W . p a s .r - s Cr y =a i -E =4w 2 ao- a x ▪ W ° NJ E cn ° W ° U W W r W' a C G = a W a tai ate z r v 1 � 0 0 um ii ap Ws W Q.l. iX= C 2 a x ° ° W a ~ U =aroaa m W W hi UJ U x „, I - 2 a r U a¢ w Q W W s � Q 4 J r i a J _� . — C :919- • 3 z C "! 3: L W r oC • � z o J ° 2O x C W G d 0 ifo a U O a G � a wa z a tio C = o o C o - gr°+1c °i<a - or3 b ws�v�ia d °Iaa W W VI W m 2 fnrr � ap . .. a , X °sz = CC �� ° °S W I 1 v � W ° o C U, UC x U W EC W i- a; w x l '. - ' d • �av�', DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: REVISIONS: 4 � - asa 2 U 4 G w o aa?� � C] W y Q � - y = W 2 ca E ° w a a - �a o E I - °.70 oo ti W° m 0 6 W x c�a a ° z a gz C = 4C F 0O j v 1 Y LG W U p I- Q b W U W Y d O C a N o 2 C C O U Q g W V - q „IT C x p w Z 6 J V 1 4 C7 W s = c t i a 3 ~ � a U 1! �/"� S 1- C7 4 6 :0=3: [n W 4 f A Q d W • 1" U • - U Ix- Q�=w [n DRYWALL CEILING DIFF. MTG. FRAME DETAIL NOMINAL 12 "x 12" = 12 1/2 "x 12 1/2" NOMINAL 12 "x 24" = 12 1/2 "x 24 1/2" NOMINAL 24 "x 24" = 24 1/2 "x 24 1/2" "C" CHANNEL REINFORCING BY G.C. AROUND OPENING \\— DUCT SUPPORT FASTENED TO NEAREST ROOF STRUCTURAL MEMBER. SIZE PER SMACNA GUIDELINES. FROM CEILING EXHAUST GRILLE W /HARD DUCT CONNECTION LET EXHAUST IN —LINE MOUNTING DETAIL FACTORY MOUNTING B SECURED TO CEILING OR DAMPER HANDLE TO BE INSTALLED MAXIMUM OF 3' -0" ABOVE CEILING. FIRE DAMPER WHERE INDICATED ON PLANS. TITUS MODEL "DB" DIRECTIONAL BLOW PLATE CUPPED ON DIFFUSER RODS. SEE NOTE BELOW. SUPPLY AIR DIFFUSER (LAY-IN FRAME) " L 18 " LONG ORANGE MARKER TAPE ATTACHED TO DAMPER TO IDENTIFY LOCATION INSULATED FLEXIBLE CONNECTION (MIN. 3 FT., MAX. 4 FT.) PROVIDE VOLUME DAMPER WITH LOCKING QUADRANT. PROVIDE WITH 3" EXTENDED SHAFT AND HANDLE (SEE SPEC SECTION 233300 D. 1.) SECURELY TAPE VINYL FLEX DUCT TO SHT. MTL. W/ MIN. OF (2) CONTINUOUS WRAPS OF DUCT TAPE. STRAP CLAMP OVER FLEX DUCT INSULATION & VINYL TO SHT. MTL. TAPE INSULATION TO DUCT TO FORM A GOOD SEAL 8" LONG SHT. MTL SECTION SECURED TO DIFFUSER COLLAR W/ MIN. (3) SHT. MTL SCREWS, DUCT TAPE AND MASTIC. TRANSITION FROM DUCT SIZE TO DIFFUSER NECK SIZE AS NECESSARY • ■ ■■■ ■■' THERMAL INSULATING BLANKET REQUIRED A. FOR FIRE RATED CEILINGS ONLY. CEILING MOUNTING FRAME FOR GYP. BD. APPLICATION TITUS MODEL TRM, SEE DETAIL E THIS SHEET NOTE: ALL DIFFUSERS ARE 4 -WAY BLOW UNLESS NOTED OTHERWISE. PROVIDE OPTIONAL DIRECTIONAL BLOW, TITUS MODEL "DB" TO CONVERT DIFFUSER FROM STANDARD 4 -WAY TO 1 -WAY, 2 -WAY OR 3 -WAY BLOW AS DESIGNATED ON PLANS BY SHADED AREA. HVAC RESPONSIBILITY SCHEDULE ITEM FURNISHED BY INSTALLED OR PERFORMED BY RE-USE EXISTING NA REMARKS ESD&C VENDOR LANDLORD CONTR. LANDLORD corm. OTHER ROOFING CUT & PATCH, INSULATED TOE KICK & CURB LEVELING. AC 0 MC Oft' MC .. Wall Transmission 0 ft MC TO HIRE LANDLORD APPROVED ROOFING CONTRACTOR DUCT SMOKE DETECTOR AC 0 FAC Roof Transmission MC AC - 8430 ft IF NO FIRE ALARM SYSTEM, FURNISHED AND INSTALLED BY AC SMOKE SYSTEM ACCESSORIES, ETC. AC 0 ft2 MC - LAC AC - Skylight Transmission UNLESS FACTORY DIFFUSERS AND GRILLES LD 0 ft 0 - MC 0 ft 0 - 0 ft DIFFUSERS/GRILLES FIRE DAMPERS AC Floor Transmission 8430 ft 0 0 MC 8430 ft 0 Pa rtitions INTERCONNECTIVE WIRING BY MC WALL FIRE DAMPERS 0 - C eiling 0 ft 0 - 0 ft e - COMBINATION FIRE/SMOKE DAMPERS AC 11102 - 0 MC - Task Lighting 0 46862 LOW PRESSURE DUCTWORK AC 0 MC Electric Equipment MC AC - 0 0 HIGH/MEDIUM PRESSURE DUCTWORK AC 102 16348 20400 0 AC 0 DUCT SUPPORTS AC - MC 0 MC - 3070 3070 - SEISMIC BRACING AC Safety Factor 10% 10% 11710 MC 10% 1925 0 >t. Total Zone Loads DUCT HEATER(S) AC 26617 - 21176 AC - 0 25817 TOILET EXHAUST FAN(S) WITH TOGGLE DISCONNECT SWITCH U) 0 Plenum Wall Load 0% MC AC - - 0 0 0 0 TOILET EXHAUST DUCTWORK WALL OR ROOF CAP Plenum Roof Load 0% MC MC 0% 0 e 0 PIPING AND PIPING APPURTENANCES (CIRCUIT SETTERS, ETC.) AC Return Fan Load 8000 CFM 0 MC 8000 CFM 0 0 Ventilation Load BALANCE CONTRACTOR REPORT AC -13412 MC 112701 MC Supply Fan Load 8000 CFM o AABC OR HEBB CERTIFIED AS-BUILT DRAWINGS 0 - MC - EC - - 0 - LANDLORD CONTROL SYSTEM / Loss Loads 0% - - MC - 12405 12410 MC 0 1 631305 - 0 0 >> Total System Central Cooling Coil TEMPERATURE CONTROL SYSTEM COMPONENTS AC -5138 - MC - >> Total Conditioning - ONE PER PROJECT TEMPERATURE CONTROL SYSTEM WIRE AC -I . 1 33805 values are htg valuesare clg loads loads MC Positive values are cig Negative +rallies are htg Positive Negative FINAL CONN. BY MC LOCKING QUADRANT VOLUME DAMPER AC NC MC AC CAU. HVAC SUPPLIER PNEUMATIC TUBING 0 FIRE ALARM SHUTDOWN RELAY FAC FAC WHERE APPLICABLE FOR FIRE ALARM SISTEMS REUEF AIR DAMPER MC MC REUEF AIR FAN OR RETURN AIR FAN 0 SMOKE EVACUATION 0 OUTSIDE AIR INTAKE HOOD/LOUVER WITH DAMPER MC MC OUTSIDE AIR INTAKE DAMPER ACTUATOR MC MC REUEF AIR HOOD OR LOUVER WIN COUNTER-BALANCED BACKDRAFT DAMPER MC MC ECONOMIZER DAMPER MC MC ECONOMIZER DAMPER ACTUATOR AC MC OUTSIDE AIR DAMPER MC MC OUTSIDE AIR DAMPER ACTUATOR AC MC . SPLIT DX AIR HANDLING UNIT WITH CONDENSING UNIT RESPONSIBILITY SCHEDULE ITEM FURNISHED BY INSTALLED OR PERFORMED BY RE-USE EXISTING N/A REMARKS ESD&C VENDOR LANDLORD CONTR. LANDLORD CONTR. OTHER AIR HANDUNG UNIT AC 0 - Oft' MC .. Wall Transmission 0 ft 0 AIR HANDUNG UNIT DISCONNECT/ FAN CONTACTOR AC 0 - Roof Transmission 8430 ft AC - 8430 ft 19251 HIGH AND LOW PRESSURE SWITCHES (FACTORY INSTALLED) AC 0 ft2 0 - 0 ft AC - Skylight Transmission FACTORY INSTALLED ELECTRIC HEATER WITH SINGLE POINT CONNECTION AND CONTACTOR AC 0 ft 0 - MC 0 ft 0 - 0 ft MIXING BOX WITH ACTUATOR AND 0-10 VOLT ADAPTER AC Floor Transmission 8430 ft 0 0 MC 8430 ft 0 Pa rtitions INTERCONNECTIVE WIRING BY MC HOT WATER COIL 0 - C eiling 0 ft 0 - 0 ft 0 - THERMAL EXPANSION VALVE AC 11102 - 0 MC - Task Lighting 15268 W 46862 BAS CONTROLLER AC 0 - Electric Equipment 6033 W AC - 0 0 SUPPLY AIR TEMPERATURE SENSOR AC 102 16348 20400 0 AC Infiltration SPACE TEMPERATURE SENSOR AC - 0 0 MC - 3070 3070 - CARBON DIOXIDE SENSOR AC Safety Factor 10% 10% 11710 MC 10% 1925 0 >t. Total Zone Loads CONDENSATE PAN OVERFLOW SWITCH AC 26617 - 21176 AC - 160330 25817 FAN PROOVING SWITCH AC 0 Plenum Wall Load 0% 0 AC - - 0 0 0 0 HOT WATER VALVE WITH ACTUATOR Plenum Roof Load 0% 0 Plenum Lighting Load 0% 0 e 0 VIBRATION ISOLATORS AC Return Fan Load 8000 CFM 0 MC 8000 CFM 0 Ventilation Load AIR COOLED CONDENSING UNIT AC -13412 2265 CFM 112701 MC Supply Fan Load 8000 CFM o - CONDENSING UNIT DISCONNECT SWITCH 0 - EC - EC - - 0 - CONDENSING UNIT GROUND FAULT OUTLET / Loss Loads 0% - - EC - 12405 12410 EC 0 1 631305 - 0 0 >> Total System Central Cooling Coil OUTSIDE AIR TEMPERATURE SENSOR AC -5138 - MC - >> Total Conditioning - ONE PER PROJECT LOW AMBIENT KIT AC -I . 1 33805 values are htg valuesare clg loads loads MC Positive values are cig Negative +rallies are htg Positive Negative SPLIT SYSTEM COMMISSIONING AC AC CAU. HVAC SUPPLIER Local Time Zone (G MT +1- N hours) Consider Daylight Savings Time Simulation Weather Data Current Data is Design Cooling Months ................... Air System I nformation Air System Name ... WESTFIELD SOUTHCENTER(1) Equipment Class SPLT AHU Air System Type 2DRITZ Sizing Calculation Information Zone and Space Sizing Method: Zone C FM Sum of space airflow rates Space CFM Individual peak space loads Central Cooling Coil Sizing Data Total coil load 15.6 Tons Total coil load ...... . .......... ....... . 187.8 MBH Sensible coil load 175.4 MBH Coil CFM at J un 1 300 7844 CFM Max block CFM 8000 CFM Sum of peak zone CFM 8000 CFM Sensible heat ratio 0.934 ft 538.7 BTU/(hr 22.3 Water flow © 10.0°F nse N/A Central Heating Coi I Sizing Data Max coil load 133.8 MBH Coil CFM at Des Htg 2357 CFM Max coil CFM 2357 CFM Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Outdoor Ventilation Air Data Design airflow CFM 2265 CFM CFM/ft .. ....... ....... 0.27 CFM/ft DESIGN WEATHER PARAMETERS Location Washington Actual max CFM 8000 CFM Standard CFM 7871 CFM Actual max CFM/ft 0.95 CFM/ft HVAC LOAD CALCULATIONS Calculation Months Jan to Dec Sizing Data User-Modified Deg. Deg. ft °F °F °F 0.800 BTU/(hr-ft-°F) ........................................... ..... .......................................... ..... ....... ...... ......... 8.0 hours ... .......................................... ..... ..... ................ ..... ....... ...... ......... No no neN/A 2001 ASHRAE Handbook .. ............................ ..... .„ ..... ..... ............................... Jan uary t o December Number of zones 6 Floor Area 8430.0 ft Location Seattle IAP, Washington Load occurs at ......... Jun 1300 OA DB / WB 82.0/64.4 °F Entering DB /WB 79.0 164.7 °F Leaving DB /WB 58.0 /56.6 °F Coil ADP 55.7 °F Bypass Factor 0.100 Resulting RH 50 % Design supply temp 58.0 °F Zone T-slat Check 6 of 6 OK Max zone temperature deviation 1.2 °F Load occurs at Des Htg BTUI(hr-ft 15.9 Ent. DB / Lvg DB 66.6 1 110.0 °F Fan motor BHP 0.00 BHP Fan motor kW 0.00 kW Fan static 0.00 in wg CFM/person 22.21 OEM/person NOTES: SET POINTS: SPLIT DX AIR HANDLING UNIT WITH ELECTRIC HEAT NETWORK WIRING AND SEQUENCE z z OCCUPIED HEATING: 70'F COOLING: 74'F UNOCCUPIED HEATING: 60'F COOLING: 857 18/3 CABLE I SENSOR(S)I n 22/2 COMMUNICATION CABLE COMMUNICATION FRONT END TERMINATE NETWORK WIRES ON THE LIGHTING CONTROLLER NETWORK TERMINALS LOCATED IN THE IFS ELECTRICAL PANEL SYSTEM. 0 ACCU-1 2212 COMMUNICA110N CABLE 18/3 CABLE ----c:=:"-c=7) ZON CO2 SENSOR SENSOR (1) ALL WIRE SHALL BE 18/3 UNLESS OTHERWISE INDICATED. (2) NUMBER OF CABLES FURNISHED BY HVAC MANUFACTURER IS INDICATED BY NUMBER OF TICK MARKS ACROSS THE LINE. (3) PURPLE 22/2 WIRE IS PROVIDE BY HVAC SUPPLIER AND IS PLENUM RATED. (4) SCHEMATIC IS FOR REFERENCE ONLY. AT TIME OF CONSTRUCTION, THE HVAC SUPPLIER WILL PROVIDE A COMPLETE DIAGRAM FOR INSTALLATION. SEE RESPONSIBILITY SCHEDULES, THIS SHEET, FOR A UST OF ALL. COMPONENTS AND SENSORS REQUIRING FIELD INSTALLATION. SPLIT DX AIR HANDLING UNIT (AHU) SEQUENCE OF OPERATIONS MANUFACTURER SHALL FURNISH AND/OR INSTALL ALL NECESSARY CONTROL DEVICES TO ACCOMPLISH THE FOLLOWING SEQUENCE OF OPERATION (REFER TO RESPONSIBILITY SCHEDULE FOR FIELD INSTALLATION REQUIREMENTS): DURING OCCUPIED HOURS THE SUPPLY FANS SHALL OPERATE CONTINUOUSLY, AND THE OUTSIDE AIR DAMPER SHALL OPEN TO THE MINIMUM SCHEDULED POSITION (ADJUSTABLE). WHEN THE OUTDOOR TEMPERATURE IS ABOVE 55 DEGREES FAHRENHEIT (ADJUSTABLE), AND THE SPACE TEMPERATURE IS 1'F ABOVE COOLING SET POINT, COOLING SHALL BE ENERGIZED IN STAGES (WHERE APPLICABLE) UNTIL 1'F BELOW SET POINT IS ACHIEVED. WHEN THE OUTDOOR TEMPERATURE IS BELOW 55 DEGREES FAHRENHEIT (ADJUSTABLE), AND SPACE TEMPERATURE IS ABOVE COOLING SET POINT, COOUNG SHALL DEENERGIZE, AND OUTSIDE AIR DAMPERS AND RETURN AIR DAMPERS SHALL MODULATE TO PROVIDE A SUPPLY AIR TEMPERATURE TO SATISFY THE DEMAND FOR COOUNG. IF THE SPACE TEMPERATURE FALLS VT BELOW THE HEATING SET POINT, AND THE OUTDOOR DAMPER IS AT THE MINIMUM POSITION, ELECTRIC HEAT SHALL BE ENERGIZED IN STAGES (WHERE APPLICABLE) UNTIL 1'F ABOVE SET POINT IS ACHIEVED. DURING UNOCCUPIED HOURS, THE SUPPLY FANS SHALL DEENERGIZE AND THE OUTDOOR DAMPER SHALL CLOSE. IF THE SPACE TEMPERATURE RISES VF ABOVE THE COOLING SET POINT, THE FANS SHALL ENERGIZE, AND THE OUTSIDE AIR DAMPERS SHALL REMAIN CLOSED. COOLING SHALL BE ENERGIZED IN STAGES (WHERE APPLICABLE). WHEN THE SPACE TEMPERATURE FALLS BELOW COOLING SET POINT, COOLING AND FANS SHALL DEENERGIZE. IF THE SPACE TEMPERATURE FALLS BELOW THE HEATING SET POINT, THE FANS SHALL ENERGIZE, AND THE OUTSIDE AIR DAMPERS SHALL REMAIN CLOSED. ELECTRIC HEAT SHALL BE ENERGIZED IN STAGES (WHERE APPLICABLE). WHEN THE SPACE TEMPERATURE RISES ABOVE THE HEATING SET POINT, ELECTRIC HEAT AND FANS SHALL BE DEENERGIZED. THE REUEF SHALL HAVE A GRAVITY RELIEF DAMPER WHICH WILL KEEP THE PRESSURE IN THE SPACE FROM BUILDING UP. MANUFACTURER PROVIDED PAN OVERFLOW SWITCH WILL DISABLE ALL FANS, COOUNG, HEATING, AND CLOSE OUTDOOR AIR DAMPER IF HIGH WATER IS SENSED IN THE PAN. A FIELD INSTALLED CO2 SENSOR SHALL MODULATE THE OUTDOOR AIR DAMPER CLOSED DURING OCCUPIED OPERATION FROM SCHEDULED CFM TO CODE ALLOWED MINIMUM, FROM CO2 OF 1000PPM TO 500PPM. A DUCT MOUNTED SMOKE DETECTOR SHALL DEENERGIZE THE SUPPLY AND REUEF FAN, AND CLOSE THE OUTDOOR AIR DAMPER WHEN ACTIVATED. HVAC LOAD CALCULATIONS NTS OODM041JOLOAD B NOTE TO CONTRACTOR ITEM(S) NOT SHOWN ON ANY OF THE RESPONSIBILITY SCHEDULES ARE THE RESPONSIBILITY OF THE CONTRACTOR. LOCAL AREA REQUIREMENTS YES NO O El ▪ Z ID 1. SMOKE EVACUATION 2. CARBON DIOXIDE MONITORING 3. HURRICANE ZONE 4. SEISMIC ZONE YES NO El El 5. SPECIAL CURB HEIGHT REQUIREMENTS El El 6. FIVE MILE COASTAL PROXIMITY 0 SI 7. OTHERS, I.E. METHANE, CARBON MONOXIDE, SOUND SENSITIVE, ETC. DESCRIPTION. . . ABBREVIATIONS, RESPONSIBILITY SCHEDULES AC AHJ BAS EC FAC HVAC EQUIPMENT SUPPLIER AUTHORITY HAVING JURISDICTION BUILDING AUTOMATION SYSTEM ELECTRICAL CONTRACTOR FIRE ALARM CONTRACTOR GC GENERAL CONTRACTOR LC LANDLORD CONTRACTOR LD LIGHTING PACKAGE DISTRIBUTOR LL LANDLORD ESD&C EXPRESS STORE DESIGN & CONSTRUCTION MC MECHANICAL CONTRACTOR MECHANICAL RESPONSIBILITY SCHEDULES, NETWORK WIRING AND SEQUENCE NTS OODMO41A4SCHD A SHREMSHOCK4ENGINEERI NG, INC. 6130 S. SUNBURY ROAD WESTERVF 0 0' 614-545-4550 co LO EXPIRES .1■1. .11■1. i i2;- : c. "-ee ' 1 L.6, ,, , / L1-'"6: : 1° :::- sC LP] . . v L.j 7 .jC. :. .i= "' : S = :: til"j :: "I i i 2 :: !;v71' 1 :-.9 2 :1: C', Ldg 22E 'cl C.) c) c) - .. ! 11 t 1 8 ! ! ! ! li !!! is lYi'7' ! X 0w c.c. 0_ 1- C..) 0_ EC Li.d -‹ 111 z LU I cn co Cr) DO w ce C le) Z CP U1 Lil Our I X O DE- W REVISIONS: A\k REQUIRED BY: ".' LANDLORD COMMENTS B.D. COMMENTS * INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: "t• • JUN (i 6 Mai 0 0 PERMIT CENTER DRAWING NUMBER: I- L.11 0- 10 ›- C Z 0- 0 05 0 (7) O W v) V) 0 W 1 DATE 05/27/0S 04/18/2008 BJ D BJ D JTP MECHANICAL RESPONSIBILITY, SCHEDULES DESIGN COOLING DESIGN HEATING COOLING DATA AT Jun 1300 COOLING OA DB1WB 82.0 °F1 64.4 °F HEATING DATA AT DES HTG HEATING OA DB / WB 23.0 °F / 192 T ZONE LOADS Details Sensible • (13 TUlh r) Latent (BTU/hr) • • Details Sensible (BTUM 0 Latent (BTUIhr) Window& Skylight Solar Loads 0 if 0 - Oft' .. Wall Transmission 0 ft 0 - 0 ft 0 - Roof Transmission 8430 ft 23790 - 8430 ft 19251 - Window Transmission 0 ft2 0 - 0 ft 0 - Skylight Transmission 0 ft 0 - 0 ft 0 - Door Loads 0 ft 0 - 0 ft 0 - - Floor Transmission 8430 ft 0 0 - - 8430 ft 0 Pa rtitions 0 ft 0 ft 0 - C eiling 0 ft 0 - 0 ft 0 - Overhead Lighting 3972 W 11102 - 0 0 - Task Lighting 15268 W 46862 0 0 - Electric Equipment 6033 W 18924 - 0 0 - People 102 16348 20400 0 0 Infiltration 0 0 - 0 0 Miscellaneous - 3070 3070 - 0 0 Safety Factor 10% 10% 11710 2347 10% 1925 0 >t. Total Zone Loads 1 28806 26617 - 21176 Zone Conditioning - 160330 25817 - 21104 0 Plenum Wall Load 0% 0 - - 0 0 0 0 - - Plenum Roof Load 0% 0 Plenum Lighting Load 0% 0 - 0 0 Return Fan Load 8000 CFM 0 - 8000 CFM 0 Ventilation Load 2265 CFM 9894 -13412 2265 CFM 112701 Supply Fan Load 8000 CFM o - 8000 CFM 0 - Space Fan Coil Fans - 0 - - 0 - Duct Heat Gain / Loss Loads 0% - - 0 170224 175363 - 12405 12410 0% 0 1 631305 - 0 0 >> Total System Central Cooling Coil Central Heating Coil -5138 - 133805 - >> Total Conditioning - 170224 12410 loads loads -I . 1 33805 values are htg valuesare clg loads loads Key. Positive values are cig Negative +rallies are htg Positive Negative Local Time Zone (G MT +1- N hours) Consider Daylight Savings Time Simulation Weather Data Current Data is Design Cooling Months ................... Air System I nformation Air System Name ... WESTFIELD SOUTHCENTER(1) Equipment Class SPLT AHU Air System Type 2DRITZ Sizing Calculation Information Zone and Space Sizing Method: Zone C FM Sum of space airflow rates Space CFM Individual peak space loads Central Cooling Coil Sizing Data Total coil load 15.6 Tons Total coil load ...... . .......... ....... . 187.8 MBH Sensible coil load 175.4 MBH Coil CFM at J un 1 300 7844 CFM Max block CFM 8000 CFM Sum of peak zone CFM 8000 CFM Sensible heat ratio 0.934 ft 538.7 BTU/(hr 22.3 Water flow © 10.0°F nse N/A Central Heating Coi I Sizing Data Max coil load 133.8 MBH Coil CFM at Des Htg 2357 CFM Max coil CFM 2357 CFM Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Outdoor Ventilation Air Data Design airflow CFM 2265 CFM CFM/ft .. ....... ....... 0.27 CFM/ft DESIGN WEATHER PARAMETERS Location Washington Actual max CFM 8000 CFM Standard CFM 7871 CFM Actual max CFM/ft 0.95 CFM/ft HVAC LOAD CALCULATIONS Calculation Months Jan to Dec Sizing Data User-Modified Deg. Deg. ft °F °F °F 0.800 BTU/(hr-ft-°F) ........................................... ..... .......................................... ..... ....... ...... ......... 8.0 hours ... .......................................... ..... ..... ................ ..... ....... ...... ......... No no neN/A 2001 ASHRAE Handbook .. ............................ ..... .„ ..... ..... ............................... Jan uary t o December Number of zones 6 Floor Area 8430.0 ft Location Seattle IAP, Washington Load occurs at ......... Jun 1300 OA DB / WB 82.0/64.4 °F Entering DB /WB 79.0 164.7 °F Leaving DB /WB 58.0 /56.6 °F Coil ADP 55.7 °F Bypass Factor 0.100 Resulting RH 50 % Design supply temp 58.0 °F Zone T-slat Check 6 of 6 OK Max zone temperature deviation 1.2 °F Load occurs at Des Htg BTUI(hr-ft 15.9 Ent. DB / Lvg DB 66.6 1 110.0 °F Fan motor BHP 0.00 BHP Fan motor kW 0.00 kW Fan static 0.00 in wg CFM/person 22.21 OEM/person NOTES: SET POINTS: SPLIT DX AIR HANDLING UNIT WITH ELECTRIC HEAT NETWORK WIRING AND SEQUENCE z z OCCUPIED HEATING: 70'F COOLING: 74'F UNOCCUPIED HEATING: 60'F COOLING: 857 18/3 CABLE I SENSOR(S)I n 22/2 COMMUNICATION CABLE COMMUNICATION FRONT END TERMINATE NETWORK WIRES ON THE LIGHTING CONTROLLER NETWORK TERMINALS LOCATED IN THE IFS ELECTRICAL PANEL SYSTEM. 0 ACCU-1 2212 COMMUNICA110N CABLE 18/3 CABLE ----c:=:"-c=7) ZON CO2 SENSOR SENSOR (1) ALL WIRE SHALL BE 18/3 UNLESS OTHERWISE INDICATED. (2) NUMBER OF CABLES FURNISHED BY HVAC MANUFACTURER IS INDICATED BY NUMBER OF TICK MARKS ACROSS THE LINE. (3) PURPLE 22/2 WIRE IS PROVIDE BY HVAC SUPPLIER AND IS PLENUM RATED. (4) SCHEMATIC IS FOR REFERENCE ONLY. AT TIME OF CONSTRUCTION, THE HVAC SUPPLIER WILL PROVIDE A COMPLETE DIAGRAM FOR INSTALLATION. SEE RESPONSIBILITY SCHEDULES, THIS SHEET, FOR A UST OF ALL. COMPONENTS AND SENSORS REQUIRING FIELD INSTALLATION. SPLIT DX AIR HANDLING UNIT (AHU) SEQUENCE OF OPERATIONS MANUFACTURER SHALL FURNISH AND/OR INSTALL ALL NECESSARY CONTROL DEVICES TO ACCOMPLISH THE FOLLOWING SEQUENCE OF OPERATION (REFER TO RESPONSIBILITY SCHEDULE FOR FIELD INSTALLATION REQUIREMENTS): DURING OCCUPIED HOURS THE SUPPLY FANS SHALL OPERATE CONTINUOUSLY, AND THE OUTSIDE AIR DAMPER SHALL OPEN TO THE MINIMUM SCHEDULED POSITION (ADJUSTABLE). WHEN THE OUTDOOR TEMPERATURE IS ABOVE 55 DEGREES FAHRENHEIT (ADJUSTABLE), AND THE SPACE TEMPERATURE IS 1'F ABOVE COOLING SET POINT, COOLING SHALL BE ENERGIZED IN STAGES (WHERE APPLICABLE) UNTIL 1'F BELOW SET POINT IS ACHIEVED. WHEN THE OUTDOOR TEMPERATURE IS BELOW 55 DEGREES FAHRENHEIT (ADJUSTABLE), AND SPACE TEMPERATURE IS ABOVE COOLING SET POINT, COOUNG SHALL DEENERGIZE, AND OUTSIDE AIR DAMPERS AND RETURN AIR DAMPERS SHALL MODULATE TO PROVIDE A SUPPLY AIR TEMPERATURE TO SATISFY THE DEMAND FOR COOUNG. IF THE SPACE TEMPERATURE FALLS VT BELOW THE HEATING SET POINT, AND THE OUTDOOR DAMPER IS AT THE MINIMUM POSITION, ELECTRIC HEAT SHALL BE ENERGIZED IN STAGES (WHERE APPLICABLE) UNTIL 1'F ABOVE SET POINT IS ACHIEVED. DURING UNOCCUPIED HOURS, THE SUPPLY FANS SHALL DEENERGIZE AND THE OUTDOOR DAMPER SHALL CLOSE. IF THE SPACE TEMPERATURE RISES VF ABOVE THE COOLING SET POINT, THE FANS SHALL ENERGIZE, AND THE OUTSIDE AIR DAMPERS SHALL REMAIN CLOSED. COOLING SHALL BE ENERGIZED IN STAGES (WHERE APPLICABLE). WHEN THE SPACE TEMPERATURE FALLS BELOW COOLING SET POINT, COOLING AND FANS SHALL DEENERGIZE. IF THE SPACE TEMPERATURE FALLS BELOW THE HEATING SET POINT, THE FANS SHALL ENERGIZE, AND THE OUTSIDE AIR DAMPERS SHALL REMAIN CLOSED. ELECTRIC HEAT SHALL BE ENERGIZED IN STAGES (WHERE APPLICABLE). WHEN THE SPACE TEMPERATURE RISES ABOVE THE HEATING SET POINT, ELECTRIC HEAT AND FANS SHALL BE DEENERGIZED. THE REUEF SHALL HAVE A GRAVITY RELIEF DAMPER WHICH WILL KEEP THE PRESSURE IN THE SPACE FROM BUILDING UP. MANUFACTURER PROVIDED PAN OVERFLOW SWITCH WILL DISABLE ALL FANS, COOUNG, HEATING, AND CLOSE OUTDOOR AIR DAMPER IF HIGH WATER IS SENSED IN THE PAN. A FIELD INSTALLED CO2 SENSOR SHALL MODULATE THE OUTDOOR AIR DAMPER CLOSED DURING OCCUPIED OPERATION FROM SCHEDULED CFM TO CODE ALLOWED MINIMUM, FROM CO2 OF 1000PPM TO 500PPM. A DUCT MOUNTED SMOKE DETECTOR SHALL DEENERGIZE THE SUPPLY AND REUEF FAN, AND CLOSE THE OUTDOOR AIR DAMPER WHEN ACTIVATED. HVAC LOAD CALCULATIONS NTS OODM041JOLOAD B NOTE TO CONTRACTOR ITEM(S) NOT SHOWN ON ANY OF THE RESPONSIBILITY SCHEDULES ARE THE RESPONSIBILITY OF THE CONTRACTOR. LOCAL AREA REQUIREMENTS YES NO O El ▪ Z ID 1. SMOKE EVACUATION 2. CARBON DIOXIDE MONITORING 3. HURRICANE ZONE 4. SEISMIC ZONE YES NO El El 5. SPECIAL CURB HEIGHT REQUIREMENTS El El 6. FIVE MILE COASTAL PROXIMITY 0 SI 7. OTHERS, I.E. METHANE, CARBON MONOXIDE, SOUND SENSITIVE, ETC. DESCRIPTION. . . ABBREVIATIONS, RESPONSIBILITY SCHEDULES AC AHJ BAS EC FAC HVAC EQUIPMENT SUPPLIER AUTHORITY HAVING JURISDICTION BUILDING AUTOMATION SYSTEM ELECTRICAL CONTRACTOR FIRE ALARM CONTRACTOR GC GENERAL CONTRACTOR LC LANDLORD CONTRACTOR LD LIGHTING PACKAGE DISTRIBUTOR LL LANDLORD ESD&C EXPRESS STORE DESIGN & CONSTRUCTION MC MECHANICAL CONTRACTOR MECHANICAL RESPONSIBILITY SCHEDULES, NETWORK WIRING AND SEQUENCE NTS OODMO41A4SCHD A SHREMSHOCK4ENGINEERI NG, INC. 6130 S. SUNBURY ROAD WESTERVF 0 0' 614-545-4550 co LO EXPIRES .1■1. .11■1. i i2;- : c. "-ee ' 1 L.6, ,, , / L1-'"6: : 1° :::- sC LP] . . v L.j 7 .jC. :. .i= "' : S = :: til"j :: "I i i 2 :: !;v71' 1 :-.9 2 :1: C', Ldg 22E 'cl C.) c) c) - .. ! 11 t 1 8 ! ! ! ! li !!! is lYi'7' ! X 0w c.c. 0_ 1- C..) 0_ EC Li.d -‹ 111 z LU I cn co Cr) DO w ce C le) Z CP U1 Lil Our I X O DE- W REVISIONS: A\k REQUIRED BY: ".' LANDLORD COMMENTS B.D. COMMENTS * INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: "t• • JUN (i 6 Mai 0 0 PERMIT CENTER DRAWING NUMBER: I- L.11 0- 10 ›- C Z 0- 0 05 0 (7) O W v) V) 0 W 1 DATE 05/27/0S 04/18/2008 BJ D BJ D JTP MECHANICAL RESPONSIBILITY, SCHEDULES DIVISION 22 SECTION 22000 - PLUMBING A. SCOPE OF WORK 1. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL WORK FOR THE PLUMBING SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: 2. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE PLUMBING SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS. 3. RELOCATION OF EXISTING WATER, GAS, WASTE, VENT, OR DRAINAGE LINES TO FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL B. EQUIPMENT AND INSTALLATION 1. A. B. C. D. E. F. G. REFER TO PLANS FOR SCHEDULES OF EQUIPMENT AND FIXTURES. AMERICAN STANDARD, KOHLER AND CRANE MAY BE CONSIDERED WITH APPROVAL FROM ESD &C PROJECT MANAGER. 2. SANITARY PIPING A. C. COMPLETE SANITARY PIPING SYSTEMS OF WASTE, DRAINS, AND VENTS. COMPLETE COLD AND HOT WATER PIPING SYSTEMS, APPURTENANCES AND INSULATION. FIXTURES AND EQUIPMENT AS SCHEDULED. COMPLETE NATURAL GAS OR PROPANE PIPING SYSTEMS (AS APPLICABLE, REFER TO PLANS) CONDENSATE PIPING SYSTEMS (AS APPLICABLE, REFER TO PLANS). TESTS AND ADJUSTMENTS. SUBMIT A COMPLETE SET OF REPRODUCIBLE AS- BUILTS. WASTE, DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE. VENT PIPING ABOVE FLOOR 2" OR SMALLER MAY BE GALVANIZED STEEL ALTERNATE PIPING MATERIALS ARE ACCEPTABLE AS A SUBSTITUTION WHEN THEIR USE IS PERMITTED BY THE LANDLORD, LOCAL CODES AND BUILDING DEPARTMENT OFFICIALS AND DOES NOT AFFECT OTHER TRADES. SUBSTITUTIONS MUST BE LISTED AND QUALIFIED IN BID. NO PLASTIC PIPING ALLOWED. B. INSULATE ALL HORIZONTAL RUNS OF PIPING LOCATED IN CEILING SPACES, WHEN APPLICABLE. INSULATION TO BE AS SPECIFIED FOR WATER PIPING. CONDENSATE PIPING SHALL BE TYPE 'L' DRAWN COPPER TUBE WITH 95 -5 TIN - ANTIMONY SOLDERED JOINTS AND WROUGHT COPPER FITTINGS WITH DIELECTRIC SEPARATION BETWEEN DISSIMILAR METALS. 3. POTABLE WATER PIPING SHALL BE AS FOLLOWS: A. BELOW GRADE: TYPE 'K', ANNEALED TYPE TEMPERED COPPER TUBE FOR PIPE SIZES 2 INCHES AND B. ALL OTHER: TYPE 'L BRAZE BRAZE DINTS BE WITH WROUGHT COPPER FITTINGS AND 95 -5 TIN- SMAL, 4. PIPING OF DISSIMILAR METALS MUST BE DIELECTRICALLY SEPARATED. ANTIMONY SOLDER. 5. GENERALLY, SANITARY AND POTABLE WATER TAPS WILL BE PROVIDED BY THE LANDLORD. FIELD VERIFY EXACT CONNECTION POINTS PRIOR TO SUBMITTING BID. NOTIFY THE LSD &C PROJECT MANAGER, IF CONDITIONS ARE NOT AS SHOWN ON THE PLANS OR AS STATED IN THE SPECIFICATIONS. CONTRACTOR MUST VERIFY THE OPERABILITY OF ENTIRE SYSTEM PRIOR TO TIE -IN AS FOLLOWS: A. SNAKE SANITARY TO MALL MAIN AND REPORT ANY BLOCKAGE. B. TEST WATER PRESSURE TO INSURE MINIMUM PSI MATCHES MOST DEMANDED BY EQUIPMENT SUPPLIED. 6. INSULATE ALL HOT WATER, COLD WATER AND CONDENSATE PIPING WITH 1" THICK (K =0.23 0 75'F) PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD AND SMOKE DEVELOPED RATINGS. 7. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH 1/2" ARMSTRONG "ARMAFLEX" PIPING INSULATION OR TRUEBRO MODEL 102W "HANDI LAV GUARD" INSULATION KIT. 8. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUIT TYPE OF PIPING PROVIDED AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. 9. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. 10. CLEANOUTS AND FLOOR DRAINS SHALL BE INSTALLED PER LOCAL CODES. WALL COVERS ARE TO BE STAINLESS STEEL AND FLOOR COVERS ARE TO BE BRASS, UNLESS OTHERWISE SPECIFIED. PROVIDE FLOOR COVERS WITH INSET AREA FOR CARPETED LOCATIONS. ALL CLEANOUT LOCATIONS SHALL BE APPROVED BY THE ESQ &C PROJECT MANAGER. 11. ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED, AND PLACED AT ALL PIPE PENETRATIONS AT WALLS, FLOORS AND CEILINGS IN FINISHED AREAS. 12. LEAKAGE TESTS SHALL BE PER LOCAL CODES MINIMUM AS FOLLOWS: A. TEST WATER PIPING AT 100 PSIG FOR SIX HOURS. B. TEST DRAIN, WASTE, VENT PIPING BY A 10' WATER COLUMN FOR TWO HOURS 13. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR, WHERE APPLICABLE. 14. PROVIDE WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA OR LOCAL UTILITIES REQUIREMENTS, IF APPLICABLE. REFER TO PLANS TO DETERMINE IF WATER METER IS REQUIRED. END OF SECTION 15200 AD ACCESS DOOR ADA AMERICAN DISABILITY ACT AFF ABOVE FINISHED FLOOR AP ACCESS PANEL CD CFM CI CO CONT CONTR COTG CW CEILING DIFFUSER OR CONDENSATE DRAIN CUBIC FEET PER MINUTE CAST IRON CLEANOUT CONTINUE CONTRACTOR CLEANOUT TO GRADE COLD WATER DET DETAIL DF DRINKING FOUNTAIN DL DOOR LOUVER DS DREAMSTEAMER DTR DOWN THRU ROOF DWG DRAWING (E) EXISTING EWC ELECTRIC WATER COOLER FCO FLOOR CLEANOUT FCU FAN COIL UNIT FD FLOOR DRAIN FPS FEET PER SECOND FS FLOOR SINK GAL GC GPM HB HD HP HW HOSE BIBB HEAD HORSEPOWER HOT WATER INV INVERT GALLONS GENERAL CONTRACTOR GALLONS PER MINUTE ABBREVIATIONS - PLUMBING LAV LAVATORY LB POUND LF LINEAL FEET MECH MECHANICAL MFR MANUFACTURER MTD MOUNTED MTR MOTOR (N) NEW N.C. NORMALLY CLOSED N.I.C. NOT IN CONTRACT N.O. NORMALLY OPEN N/A NOT APPLICABLE NTS NOT TO SCALE P PUMP PD PRESSURE DROP PLBG PLUMBING POC POINT OF CONNECTION PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH (R) RELOCATE RD ROOF DRAIN RPBP REDUCED PRESSURE BACKFLOW PREVENTER RPM REVOLUTION PER MINUTE SCH SCHEDULE SOV SHUT -OFF VALVE OR SCHEDULE OF VALVE UH UNIT HEATER UON UNLESS OTHERWISE NOTED UTR UP THRU ROOF VTR VENT THRU ROOF WC WATER CLOSET WCO WALL CLEANOUT WG WATER GAUGE WH WATER HEATER WHA WATER HAMMER ARRESTER WT WEIGHT DF I PLUMBING SPECIFICATION OONP011JOSPEC F PLUMBING RESPONSIBILITY SCHEDULE ITEM PLUMBING FIXTURES & TRIM DRINKING FOUNTAIN AND ASSOCIATED ACCESSORIES. SEWER AND VENT PIPING TANK WATER HEATER DOMESTIC HOT AND COLD WATER PIPING CONDENSATE DRAIN PIPING SECOND COND. DRAIN PIPING GAS PIPING COND. DRAIN PUMP DREAMSTEAMER FLOOR DRAINS, CLEAN OUTS, WATER HAMMER ARRESTORS, ETC. DREAMSTEAMER DRAIN PIPING AS -BUILT DRAWINGS INSTANTANEOUS WATER HEATER FURNISHED BY LSD&C VENDOR LD DS LANDLORD CONTR. GC GC GC GC GC GC GC GC GC GC INSTALLED BY LANDLORD CONTR. GC GC GC GC GC GC GC GC GC GC OTHER GC RE -USE EXISTING N/A • • REMARKS PLUMBING RESPONSIBILITY SCHEDULE ITEM WC I UR I I MS WH -2 I FD I WHA WCO FCO I FIXTURE WATER CLOSET TANK TYPE LAVATORY UNDERCOUNTER URINAL WALL MOUNTED DRINKING FOUNTAIN MOP SINK WATER HEATER TANK TYPE TRAP PRIMER FLOOR DRAIN ATER HAMMER RRESTER WALL CLEANOUT FLOOR CLEANOUT • ROUGH -IN SERVICES COLD 1/2" 1/2" 3/4" 1/2" 1/2" 3/4" WAITER 1/2" 3/4" eB WASTE 4 2" 2" 2" 2" • VENT 2" 1 1/2" 1 1/2' 1 1/2" 1 1/2" 111111 • 111 • INDIRECT WASTE 3/4" GAS • NTS E 001�011GOSCHD DESCRIPTION KOHLER "HIGHLINE PRESSURE LITE" MODEL NO. K -3519, 1.1 GPF, PRESSURE ASSISTED WHITE WATER CLOSET WITH ELONGATED VITREOUS CHINA BOWL (OR AMERICAN STANDARD "FLOWISE" MODEL NO. 2073.014, 1.28 GPF, ELONGATED TOILET), 17)6" HIGH, WHITE OPEN FRONT SEAT AND COVER fK- 4710 -T. FURNISH WITH BOLT CAPS AND CHROME SUPPLY STOP. (FOR PUBLIC AND NON- PUBLIC RESTROOMS). FLUSH LEVER SHALL BE LOCATED ON THE WIDE SIDE OF THE TOILET. PROVIDE VC-3519-RA FOR RIGHT SIDE FLUSHING HANDLE. KOHLER "KATHRYN" CONSOLE TABLE TOP MODEL NO. K -3029 WITH UNDER - COUNTER LAVATORY MODEL NO. K- 2297 -G, SQUARE LEGS MODEL NO. K -6861 AND "TABORET" FAUCET MODEL NO. K- 8215 -4 WITH POP -UP DRAIN. FURNISH WITH CHROME SUPPLY STOPS AND P -TRAP. INSULATE P -TRAP AND SUPPLY LINES WITH 1/2" ARMSTRONG "ARMAFLEX" PIPING INSULATION OR EQUIVALENT. (FOR PUBLIC RESTROOMS) KOHLER "DEXTER" URINAL MODEL NO. K- 5016 -ET (OR AMERICAN STANDARD #6541.132 "ALLBROOK ", WHITE VITREOUS CHINA) FURNISH WITH SLOAN ROYAL 186 -1 FLUSH VALVE. HALSEY TAYLOR SELF- CONTAINED, BARRIER -FREE, ELECTRIC, REFRIGERATED, WALL- MOUNTED, BI -LEVEL WATER COOLER #HTV8BL -Q. FURNISHED WITH PLUG -IN, 3 -WIRE GROUNDING TYPE SERVICE CORD. STANDARD 120V, 60 HZ, 1PH. 120V RECEPTACLE REQUIRED, RATED AT 15 AMP MINIMUM, TO RECEIVE 3 -WIRE PARALLEL BLADE GROUNDING TYPE MALE PLUG. PROVIDE CHROME SUPPLY STOP AND P -TRAP. SEE MANUFACTURER'S INSTRUCTIONS FOR PROPER INSTALLATION PER ADA. FIAT MOP MOLDED STONE SERVICE BASIN MODEL NO. MSB -2424 WITH VINYL BUMPERGUARD. FURNISH WITH AMERICAN STANDARD FAUCET MODEL NO. 8344.112 WITH INTEGRAL VACUUM BREAKER AND STOPS. PROVIDE 42" RUBBER HOSE WITH FAUCET. RHEEM WATER HEATER MODEL NO. EGSP -6, 6 GALLON, 208V- 10 -60, 3 KW AND 14.4 AMPS. PRECISION PLUMBING PRODUCTS TRAP PRIMER, MODEL NO. P -2, COPPER BODY, ADJUSTABLE WITH 1/2 COPPER TYPE " L " TO FLOOR DRAIN. ZURN FLOOR DRAIN MODEL NO. Z- 415 -6B, CAST IRON BODY, COMBINATION INVERTIBLE CLAMP AND ADJUSTABLE COLLAR, 2" BOTTOM OUTLET WITH 6" ROUND NICKEL BRONZE STRAINER. SIOUX CHIEF 650 SERIES WATER HAMMER ARRESTER OR EQUAL ZURN ZN- 1446 -BP CLEANOUT TEE, DURA - COATED CAST IRON BODY, GAS AND WATER TIGHT BRONZE PLUG AND STAINLESS STEEL WALL ACCESS COVER WITH SECURING SCREW. ZURN FLOOR CLEANOUT MODEL NO. ZN -1400 WITH GAS -TIGHT AND WATER -TIGHT TAPERED THREADED PLUG AND ROUND POLISHED NICKEL BRONZE SCORIATED ADJUSTABLE TOP. PLUMBING FIXTURE SCHEDULE NTS OONPO11EOSCHD REMARKS HANDICAP TYPE HANDICAP TYPE 1.0 GPF HANDICAP TYPE WITH DEEP SEAL P -TRAP D CD D -I I - 3 S NEW WASTE OR SAN. SEWER EXISTING WASTE OR SAN. SEWER CONDENSATE DRAIN EXISTING VENT NEW COLD WATER EXISTING COLD WATER NEW HOT WATER EXISTING HOT WATER SHUT -OFF VALVE FLOOR CLEAN -OUT WALL CLEAN -OUT FLOOR DRAIN DROP POINT OF CONNECTION LEGEND AND SYMBOLS 1. THESE PLANS MAY BE USED FOR CONSTRUCTION ONLY AFTER APPROVAL IS OBTAINED FROM THE BUILDING DEPARTMENT PLUMBING PLAN CHECK DIVISION AND THAT DIVISION'S STAMPED APPROVAL AND AUTHORIZED SIGNATURE APPEAR ON THE PLANS. 2. COORDINATE ALL WORK WITH ALL TRADES INCLUDED BUT NOT LIMITED TO ELECTRICAL, FIRE PROTECTION, MECHANICAL AND STRUCTURAL CONTRACTORS. INSTALL ALL WORK TO CLEAR NEW AND EXISTING ARCHITECTURAL AND STRUCTURAL MEMBERS. NO ITEM SUCH AS PIPE, DUCT, ETC. IS TO BE IN CONTACT WITH ANY EQUIPMENT. 3. REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION WORK. 4. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT FIXTURE LOCATION. 5. CONTRACTOR SHALL PROVIDE CUT SHEETS TO LSD &C FOR ALL EQUIPMENT AND DEVICES FURNISHED BY THE CONTRACTOR THAT DEVIATE FROM SPECIFIED ITEM FOR REVIEW AND APPROVAL PRIOR TO THE PURCHASE OF ANY SUCH EQUIPMENT OR DEVICES. 6. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE EXACT LOCATIONS, SIZES, INVERTS AND CONDITION OF EXISTING SANITARY WASTE PIPING BELOW SLAB, VENT PIPING ABOVE CEILING AND UP THROUGH ROOF AND DOMESTIC COLD WATER SUPPLY PIPING TO TENANT'S DEMISED PREMISES PRIOR TO SUBMITTING HIS BID. NO ADDITIONAL COMPENSATION WILL BE MADE FOR ANY EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOB SITE AND /OR FAILURE TO PREDETERMINE ALL EXISTING CONDITIONS BEFORE SUBMITTING HIS BID. 7. ACCESS TO ALL COMPONENTS AND EQUIPMENT MUST BE PROVIDED TO MEET CODE AND SERVICE /MAINTENANCE EASE. 8. 9. THE CONTRACTOR SHALL VERIFY WITH LOCAL CODES AS TO THE REQUIREMENT /INSTALLATION OF ANY "WATER SAVING" DEVICES TO THE PLUMBING FIXTURES. (EXAMPLE: TOILET, FAUCETS, ETC.). PLUMBING SYSTEM SHALL BE PRESSURE TESTED AND STERILIZED PER LANDLORD'S CRITERIA AND LOCAL AUTHORITY. 10. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL ENSURE THE PROPER WORKING ORDER OF THE SYSTEM(S) AND MAKE ANY ADJUSTMENTS AS REQUIRED. HANDICAP TYPE 1. UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT, MATERIAL LABOR AND SUPERVISION NECESSARY TO COMPLETE THE PLUMBING WORK IN ACCORDANCE WITH THE SPECIFICATIONS AND STANDARDS. 2. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING WASTE PIPING BELOW SLAB, VENT PIPING ABOVE CEILING AND UP THROUGH ROOF AND COLD WATER SUPPLY PIPING ABOVE CEILING PRIOR TO COMMENCEMENT OF ANY WORK. AFTER INSTALLATION AND FINAL CONNECTION OF NEW WASTE PIPING BELOW SLAB, BACK FILL AND PATCH IN ACCORDANCE WITH THE LANDLORD'S CRITERIA REGARDING SUCH WORK. 3. CONTRACTOR SHALL FURNISH AND INSTALL ALL OF THE NECESSARY PLUMBING FIXTURES (SEE PLUMBING RESPONSIBILITY SCHEDULE ON THIS SHEET) TO SERVE THE TENANT'S DEMISED PREMISES AND MAKE NECESSARY INSTALLATION OF DOMESTIC WATER AND SEWER PIPING FROM TENANT'S DEMISED PREMISE TO CONNECTION PROVIDED BY LANDLORD. 4. SANITARY VENTS SHALL BE ROUTED TO THE EXISTING LANDLORD'S POINT OF CONNECTION WITHIN THE TENANT'S DEMISED PREMISES OR TO A POINT APPROVED BY LOCAL AUTHORITY. THE CONTRACTOR SHALL PROVIDE A CAPPED TEE FOR POSSIBLE FUTURE CONNECTION (IF REQUIRED BY THE LANDLORD). CONTRACTOR SHALL COORDINATE ALL ROOF PENETRATIONS WITH THE LANDLORD'S ROOFING CONTRACTOR, AS REQUIRED. VENT THRU ROOF SHALL BE AT LEAST 15 FEET AWAY FROM A/C UNIT FRESH AIR INTAKE. 5. SEAL AROUND ALL PIPES PENETRATING FIRE SEPARATIONS WITH LISTED AND APPROVED FIRE SEAL MATERIAL ONLY LISTED AND APPROVED SEALANTS AND METHODS FOR THE SPECIFIC USE WILL BE PERMITTED. 6. THE CONTRACTOR SHALL INSTALL ALL TOILET FIXTURES IN ACCORDANCE WITH ALL CODES AND AS REQUIRED BY LANDLORD'S CRITERIA. CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE WATER CLOSET AND NO MORE THAN 44" A.F.F. 7. THE CONTRACTOR SHALL ENSURE THAT ALL SLAB PENETRATIONS WITHIN THE TENANT'S DEMISED PREMISES ARE PROPERLY SEALED AND REMAIN WATERTIGHT TO PREVENT ANY POSSIBLE DAMAGE TO OTHER TENANTS AND/OR TO THE BUILDING. FAILURE TO DO SO SHALL BE AT THE RISK AND SOLE EXPENSE OF THE CONTRACTOR. 8. ALL MATERIAL SHALL BE NEW AND OF COMMERCIAL GRADE, AND BEAR UNDERWRITER'S LABORATORIES AND UNION LABELS WHERE SUCH LABELING APPLIES. 9. PLUMBING CONTRACTOR TO FIELD VERIFY PROPER SLOPE OF EXISTING SEWER TO MAIN SEWER PRIOR TO ANY NEW PLUMBING INSTALLATION. 10. PLUMBING CONTRACTOR MUST VISIT THE JOBSITE TO BECOME FAMILIAR WITH MAJOR ITEMS SUCH AS STRUCTURAL ELEMENTS AND OTHER EXISTING JOB CONDITIONS THAT MAY AFFECT THE WORK. ADDITIONALLY, PLUMBING CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DIMENSIONS OF SUCH ITEMS AS WASTE, VENTS, WATER LINES, ETC. 11. PLUMBING CONTRACTOR TO FAMILIARIZE AND FOLLOW SPECIFICATIONS AND DETAILS CONTAINED IN DESIGN CRITERIA OF TENANT HANDBOOK. 12. PLUMBING CONTRACTOR TO CLEAR ALL EXISTING AND NEW DRAIN LINES AND FIXTURES, PRIOR TO TURNING OVER SPACE TO TENANT. 13. PLUMBING CONTRACTOR SHALL PROVIDE ACCESS TO VALVES, TRAP PRIMERS, ETC. INSTALLED BEHIND WALLS, FLOORS OR CEILINGS. 14. NO PLASTIC PIPING ALLOWED. PLUMBING GENERAL NOTES PLUMBING CONSTRUCTION NOTES NTS 00NP011D1LGND NTS OONP011CONOTE NTS OONP011AONOTE C B A SHREMSHOCK ENGIIEERING, INC. 6130 S. WESTERVI 614- 545- D V. 0 w z I-- D i D CO o 700 co W r z 0) LLI cn Cn W a ° Q > U vw (r r (n REVISIONS: tr7 REQUIRED BY: LANRD 8 1A1 1 1 . 8 .D. CO COMMENTS ` INDICATES NO REVISION TO THIS SHEET z • 1- z _ l c - • f; 0 s �« c WI Q CD Liu co 1� co w UJ C ., Cr) X ui _ fir, Q X06 U ID PERMIT CENTER N � U ° O m ai ='Y � ° x � a o C7 4 s C = O C a Y 2 W U Cr_ r �' LLr U W O w 0 b 2 4 U O- y J O O j W Q ;141 r � p U = O w • w • r 4 V l • a �U W W � • H P� W = W r 2 v) r 4 � 0 • 4 U r p W 0 W V1 V] 0 = C r . c2 • a • -C • z � 0 0 = U � 4 N g C? V 1 V1 C 4G 0 C = ] Leg 'uG 4 ~ p C /I ° s = r3 W Y C ]? w�o_rw 0 w a mr,L as V CC x V. cD z N a CO 10 a-) O 0 0 00 0_ O O Lll z LU C) I DATE 05 /27/08 DATE ISSUED: 04/18/2008 DESIGNED BY: PMK DRAWN BY: PMK CHECKED BY: JTP PLUMBING SPECIFICATIONS DRAWING NUMBER: 1 gl VERIFY ALL FIELD CONDITIONS PRIOR TO BID DOMESTIC WATER PIPING DIAGRAM WASTE & VENT PIPING DIAGRAM CONNECT NEW SANITARY LINE INTO THE LANDLORD'S EXISTING SANITARY SERVICE. FIELD VERIFY EXACT LOCATION OF LANDLORD'S MAIN PRIOR TO BIDDING. INSTALL CLEAN OUT AT CONNECTION TO LANDLORD'S MAIN. REFER TO STACK DIAGRAM AND PLUMBING SPECIFICATIONS FOR FURTHER INFORMATION. FIELD VERIFY EXACT LOCATION OF SANITARY CONNECTION PRIOR TO BID. VTR: VENT TO BE EXTENDED THROUGH ROOF. OFFSET 2' -0 AND TERMINATE WITH 3" VENT THROUGH ROOF. CONTRACTOR SHALL MAINTAIN 10' -0" MINIMUM CLEARANCE FROM ALL INTAKE HOODS. REFER TO STACK DIAGRAM AND PLUMBING SPECIFICATIONS FOR FURTHER INFORMATION. CONNECT NEW COLD WATER LINE INTO THE EXISTING COLD WATER TAP. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR FURTHER INFORMATION. FIELD VERIFY EXACT LOCATION OF LANDLORD'S DOMESTIC COLD WATER PIPE PRIOR TO BID. PROVIDE WATER METER WITH REMOTE READER PER LANDLORD'S AND WATER COMPANY REQUIREMENTS. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. WH -2: PROVIDE NEW TANK TYPE WATER HEATER. MOUNT ON SHELF ABOVE MS. ROUTE DRAIN LINE TO MOP SINK. SEE RISER DIAGRAM, PLUMBING FIXTURE SCHEDULE AND DETAIL B ON SHEET P03.1 FOR REQUIREMENTS. WHA: FURNISH AND INSTALL WATER HAMMER ARRESTERS IN THE DOMESTIC COLD AND HOT WATER PIPING AS SHOWN ON THE WATER RISER DIAGRAM. WATER HAMMER ARRESTERS TO BE LOCATED IN AN ACCESSIBLE LOCATION. INSTALL 1/2" COLD WATER PIPE FROM TRAP PRIMER DOWN IN WALL UNDER FLOOR TO FLOOR DRAIN. TRAP PRIMER TO BE LOCATED IN AN ACCESSIBLE LOCATION. ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH STOP VALVES TO ISOLATE EACH FIXTURE. ROUTE THE CONDENSATE DRAIN AND SECONDARY DRAIN FROM AIR HANDLING UNIT TO LAV-2. MINIMUM DRAIN SIZE TO BE 1" OR AS SPECIFIED ON PLAN. CONDENSATE DRAIN SIZE TO BE TRAPPED WITH A TRAP DEPTH OF 1.5 X UNITS TOTAL STATIC PRESSURE. PIPING SHALL BE PVC. 10 PLUMBING CONTRACTOR SHALL INSTALL A 3/8" BALL VALVE ON WALL FOR DREAMSTEAMER. 11 1" PRIMARY CONDENSATE DRAIN FROM EQUIPMENT TO DISCHARGE AT LAVATORY. REFER TO DETAIL K ON SHEET P03.1. PLUMBING CODED NOTES SHREMSHOCK EN91 LEERING, INC 6130 S. S RY� : ROAD WESTERV# • • tt <; 4 OOP 614 -545 = 4 Fl W Wo ca / 4 OZ V~1 4�� W X v� � 4 a r - D N W 2 Q 2 = U V Sod = s OI-".17 O 2 2 ° 2 ° 4 O ' W Li" = n W D a O W ~~ N 0. U O p. 0 V 47 S U -96; A Q W L 0. ~ O y= O a °' ° r'a . W o C ° s 6 0 x� �iI: E S N .' 0 2 p N a W in O� W U W W = = H :aL;:l 4 � l vfa z ° zzic aa � w Q � 0 4 r 1- W p C O � 4 W a VI a V W W 'r 0. r W 2 r ¢aQ td 0 REVISIONS: REQUIRED BY: LANDLORD COMMENTS B.D. COMMENTS * INDICATES NO REVISION TO THIS SHEET s�C trVED JUN mu PERMIT CENTER PLUMBING PLAN AND NOTES DRAWING NUMBER: N ' ^ V W T- co y 00 n O O DATE 05/27/08 DATE ISSUED: 04/18/2008 DESIGNED BY: PMK DRAWN BY: FMK CHECKED BY: JTP IIIIIIIIII IIIIIIIllu ' I II I I]I II I I III III IPI' NSULATED - UL SYSTEM WL 5039 " 1111111 lI! NTS OOPO31AOFLDN CEILING CONDENSATE DRAIN TO SLOPE DOWN TO SANITARY RECEPTOR WITH APPROVED AIR GAP —i CEILING LAVATORY CONDENSATE DRAIN DETAIL VENTED SLOPE CONDENSATE DRAIN DETAIL SLOPE UNION SLOPE FUNNEL TRAP FOR WATER SEAL SINGLE OR MULTIPLE DISCHARGE WATER LINE FROM CONDENSATE DRAIN OF FC /AHU/WATER SOURCE HEATPUMP TO TAILPIECE OF LAVATORY OODP031KOCOND FC, AHU OR WSHP OODPO31J2COND HANGERS (MUST BE WITHIN 6" OF DROP) 1/2" TYPE "L" WATER SUPPLY, CLAMP TO WALL AT TOP, MIDPOINT AND BOTTOM. (DO NOT RUN PIPE INSIDE WALL.) NON —SALES FLOOR DRAIN SEALANT CLEANOUT PLUG FINISHED FLOOR CONCRETE SLAB STRUCTURE AT UPPER LEVEL NOTE: POWER AND WATER TO BE LOCATED WHERE MOST ACCESSIBLE, BASED ON DETAIL DREAM - STEAMER FLOOR SLAB TO TENANT'S SANITARY SEWER CEILING 1/2" TYPE "L" DRAIN DOWN TO FLOOR DRAIN. TERMINATE 1" ABOVE FLOOR DRAIN WATTS SERIES "9DM3" DOUBLE CHECK BACKFLOW PREVENTER WITH VENT PROVIDE A 3/8" BALL VALVE ON WALL INSTALL 3/8" X 72" FLEXIBLE BRAIDED p " TUBING FURNISHED WITH DREAMSTEAMER FINISHED FLOOR SECTION VIEW DREAMSTEAMER DETAIL WALL CLEANOUT DETAIL FLOOR CLEANOUT DETAIL 2' -D" MAINTENANCE CLEARANCE DREAMSTEAMER RECEPTACLE (SEE 1/2" C.W. SUPPLY ELECTRICAL DWGS.) FACTORY POWER WALL CORD WITH PLUG 3/8" BRAIDED FLEXIBLE TUBING FLOOR DRAIN CAULK WITH FLEXIBLE FILLER SLEEVE PIPE FLOOR PENETRATION DETAIL PLAN VIEW NON - COMBUSTIBLE FIRE STOPPING NOTE: ALL FLOOR PENETRATIONS MUST BE SLEEVED AND LIQUID TIGHT. WALL CLEANOUT WALL ACCESS COVER COVER ADJUSTABLE HOUSING OODP031HODRST OODP031GOPFPD OODPO31FOWCOD GRADE AT LOWER LEVEL OODP031EOFCOD INCREASER WHEN REQUIRED VENT THRU ROOF DETAIL UNINSULATED - UL SYSTEM WL 10 THRU FIRE WALL PENETRATION DETAIL VACUUM BREAKER BY P.C. ROOFING MATERIALS (FLASHING, ETC.) PER LANDLORD REQUIREMENTS ---- THERMAL EXPANSION TANK, IF REQUIRED BY CODE 3/4" T & P RELIEF VALVE BY P.C. RUN 3/4" COPPER PIPE TO MOP SINK PLATFORM BY GENERAL CONTRACTOR WATER HEATER DETAIL FINISHED FLOOR SEALANT STRUCTURE AT UPPER LEVEL 5/8" BE OUTS ID FLOOR DRAIN DETAIL 1" FIBERGLASS INSULATION THRU WALL ONLY 3M B CP25WB+ COMPLETEL SPACE BETWE WALL AND L RATED WALL MIN. 12" (E) OR (N) PIPE D FIRE BARRI AULK OR ILL I N AROUND FACES OF WA TURN DOWN INTO STACK NOTE: INSTALLATION TO FOLLOW UL SYSTEM WL 1001 OR WL AND BE A UL TESTED ASSEMBLY. 1" SECONDARY DRAIN NOTE: INSULATE ALL PIPING IN ACCORDANCE WITH SPECIFICATIONS. T.T.Tf .4I�'l��l��/�� /H j�G� /f MIN. 12" ROOFING MATERIAL ROOF CONSTRUCTION SLEEVE ROOF CONSTRUCTION AS REQUIRED VENT STACK rr, not DRAINS TO MOP SINK CONCRETE SLAB OR FINISHED FLOOR GRADE AT LOWER LEVEL MIN. 4" DEEP SEAL OODP031DOVTRD OODP031COPFWP UNION BY P.C. (TYP.) WATER HEATER SEE PLUMBING FIXTURE SCHEDULE FOR ADDITIONAL INFO. 2" WIDE, 20 GA. SHEET METAL BAND AT UPPER THIRD AND LOWER THIRD, SECURE TO WALL FOR SEISMIC BRACING WHERE REQUIRED BY CODE. (BY P.C.) GALV. DRIP PAN BY P.C. OODP031BOWHTR SHREMSHOCKAENGINEERING, INC 6130 S. \.... 4 ``i ; OAD WESTERV # .:. 614 -545 a co Ln ~ W � S d 2 a W I +QWo U .0 L n V1 r ° off n _ rn ( W U 4 0. G] OU a m OU N w w -� q( 00 0 ci _ = L1 O y&) L7 c a = = 0 2 cc a ao =d m y W O N C W W 0. O °C a z 4 1 O W Q N 0 a d taJ sL _ s V W C � .. � a C W x wQ Vri W N y CC ' 1'4 O .!4;; O H 2 _ C a a_ U =oaw w d � C) a� REVISIONS: REQUIRED BY: LANDLORD COMMENTS B.D. COMMENTS * INDICATES NO REVISION TO THIS SHEET JUN Uo 6uti PERMIT CENTER DATE ISSUED: 04/18/2008 DESIGNED BY: PMK DRAWN BY: PMK CHECKED BY: JTP PLUMBING DETAILS DRAWING NUMBER: N 0 CO L() Cr; CO CO CL O I— W 0 0 cks W DATE 05 /27 /OS - - -... - 7 CODED NOTES: ®1 DBL 6" DP, 16 GA BEAM WITH 3 5/8 ", 18 GA TRACK TOP BOTTOM ® DBL 8" DP, 16 GA BEAM WITI-I 3 5/8 ", 18 GA TRACK TOP 4 BOTTOM ®3 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 RECOMMENDATI ONS. ) #12 SCREW @ 12 "c /c #12 SCREW 12 "c /c #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. ® DBL 3 5/8" DP, 16 GA BEAM WITH 3 5/S ", 18 GA TRACK TOP * BOTTOM #12 SCREW @ 12 "c /c, TYP #12 SCREW @ 12 /c CODED NOTES GENERAL NOTES Design Criteria Building Code: IBC 2006 1. Design live loads A. B. Roof loads 1.1. Minimum roof live load 1.2. Ground snow load 1.2.a. Snow exposure factor (ce) 1.2.b. Snow importance factor (Is) 1.3. Flat roof snow load (Pf) 1.4. Rain on snow 1S. Total design snow load 1.6. Design roof live load Floor loads 1.1. Platform 2. Design wind loads A. Basic wind speed (3 second gust) 2.1. Exposure 2.2. Importance factor (I w) 3. Seismic S = 0.489 S = 1.429 S = 1.524 S = 0.782 Seismic importance factor (le) Occupancy Category Seismic design category Seismic site class Response Modification factor (R) Seismic Response Coefficient (Cs) Analysis procedures General =125 psf ▪ 20 psf = 25 psf = 0.9 = = 20 psf = 5 psf = 25 psf + drifting • 25 psf = 85 mph = = 1 B. Components and cladding: use the most stringent wind load obtained from code, underwriter criteria (Factory Mutual, etc.), and the project specifications. Cladding manufacturer shall consider increased pressure coefficients at building perimeter, corners, eaves, and rakes. Loads noted in general notes are obtained from code. 1 ID ID (presumed) 3.5 0.43 Equivalent lateral force method 1. The structure or its modifications are designed to be self - supporting and stable after the building or its modifications are fully completed. It is solely the contractor's responsibility to determine erection procedure and sequence and insure the safety of the construction personnel, public, building and its component parts, and adjacent buildings and properties. This includes the addition of whatever temporary or permanent shoring, bracing, needling, underpinning, or sheet piling, etc. that may be necessary to brace new construction, adjacent buildings, existing walls, and framing to remain so that the structure is braced for wind, seismic, gravity, construction loads, etc. and that no horizontal or vertical settlement or any damage occurs to the adjacent existing structures. Temporary supports shall be maintained in place until permanent supports and /or shoring and bracing are installed. Design of these supports shall be by a registered engineer registered in the state where the project is located in the employ of the contractor. 2. Fall protection support from perimeter columns shall be provided in accordance with OSHA requirements as required. Such material shall remain the contractor's property after completion of the proj ect. 3. It is the contractors responsibility to enforce all applicable safety codes and regulations during all phases of construction. 4. The contractor shall perform all construction for the project in a manner and sequence that are based on accepted industry standards that recognize the interaction of' the components that comprise the structure, without causing distress, unanticipated movements or irregular load paths as a result of the construction means and methods employed. 66. Construction loads shall not exceed design live loads. The contractor shall be responsible for all design required to support construction equipment used in constructing this project. Shoring and reshoring is the responsibility of the contractor. 6. Principal openings through the framing are shown on these drawings. The general contractor shall examine the structural and mechanical drawings for the required openings and shall verify size and location of all openings with the mechanical contractor. Providing all openings required by the mechanical, electrical, plumbing, or other trades shall be a part of the general contract, whether or not shown in the structural drawings. Any deviation from the openings shown on the structural drawings shall be brought to the engineer's attention for review. 7. The existing conditions shown on these documents were based upon existing drawings prepared by Schremshock Architects, Inc dated 3/14/08. The contractor is responsible for field verifying all existing conditions; any discrepancies are to be immediately reported to the engineer and architect prior to proceeding with any of the work in question. 8. All mechanical and electrical duct work, plumbing, piping, wiring, lighting and all architectural items that need to be removed during the modification of, or reinforcing of, existing structure shall be replaced in kind. The contractor shall keep all existing systems in operation during the construction phase of the project. 9. All contractors are required to examine the drawings and specifications carefully, visit the site and fully inform themselves as to all existing conditions and limitations, prior to agreeing to perform the work. Failure to visit the site and familiarize themselves with the existing conditions and limitations will in no way relieve the contractor from furnishing any materials or performing any work in accordance with drawings and specifications without additional cost to the owner. 10. Details labeled "Typical Details" on drawings apply to situations occurring on the project that are the same or similar to those specifically detailed. Such details apply whether or not details are referenced at each location. Notify engineer of clarifications regarding applicability of "Typical Details ". 11. Work these drawings with architectural, mechanical, and electrical drawings. 12. Do not scale drawings. 13. Any discrepancies between structural and architectural drawings shall be brought to the attention of the architect and structural engineer. 14. Should any of the general notes conflict with any details or instructions on plans, or in the specifications, the strictest provision shall govern. Cold Formed Metal Framing 1. The design, installation and construction of cold - formed carbon or low - alloy steel, structural and nonstructural steel framing, shall be in accordance with "The Standard for Cold- Formed Steel Framing - General Provisions, American Iron and Steel Institute" (AISI- general) and AISI- NASPEC. 2. Design of metal stud framing shown is based on CSJ type (1 5/8" flange) studs with Clark Western Building Systems section properties and allowable resisting moment capacity. Alternate manufacturer's framing size shall meet the minimum section properties and allowable resisting moment capacity of the members indicated on the design drawings. Additional costs for an increase in stud size or gage is prohibited. 3. All framing members 16 ga. and heavier shall be formed from steel with a minimum yield strength of 50 ksi. All other framing shall be formed from steel with a minimum yield strength of 33 ksi. 4. All framing shall be galvanized. 5. All connections shall be screwed or welded. Powder driven fasteners are not acceptable for any structural applications. 6 Member web openings shall be positioned a minimum of 10" from connections. 7. All welds shall be touched up with zinc -rich paint. 8. Any deviation from this design shall be approved by the architect /engineer and additional review costs shall be the responsibility of the contractor. ci_ At wall locations where multiple studs are required to support vertical loads, a continuous load path shall be provided to support those loads through the structure inclusive of the floor system to the foundations. This may be accomplished through the use of beams, headers, blocking, stiffeners or other appropriate means based on location and detailing considerations. 10. 055 or plywood sheathing shall be attached to light gage framing with #10 TEK screws at S" o.c. (uno). The screws shall be of sufficient length to penetrate through the cold- formed steel framing member by at least three exposed threads. All screws shall be hot dipped galvanized per ASTM A153 when sheathing is pressure treated or fire retardant treated. 11. All sheathing shall be APA rated sheathing. ABBREVIATIONS A.B. ADD'L. AFF ARCH. B.E BLDG. BLK. BM. SOT. BRDG. BRG. BTJ CANT' L. G.I.P. G.J. CL R. CMU COL. CONC. CONSTR. CONT. G.Y. DET. DIAG. ANCHOR BOLTS ADDITIONAL ABOVE FINISH FLOOR ARCHITECTURAL BASE PLATE BUILDING BLOCK BEAM BOTTOM BRIDGING BEARING BOLTED TIE JOIST CANTILEVER CAST-IN-PLACE CONTROL JOINT CENTERLINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CUBIC YARD DETAIL DIAGONAL i or DIA. - - -- DIAMETER DJ DOUBLE JOIST DK. D.L. DWG. MAILS EA. E.F. E.J. EL. ELEV. E.S. EQ. EQUIP. E.W. DECK DEAD LOAD DRAWING DOWELS EACH EACH FACE EXPANSION JOINT ELEVATION ELEVATOR EACI -I SIDE EQUAL EQUIPMENT EACH WAY EXP. EXPANSION (E) or EXIST- EXISTING EXT. EXTERIOR F /BLDG. FACE OF BUILDING F /CONC. FACE OF CONCRETE F.D. FLOOR DRAIN FIN. FINISH FLG. FLANGE FLR. FLOOR F.S. FAR SIDE OR FOOTING STEP FT. FEET FTG. FOOTING GA. GAUGE G.B. GRADE BEAM G.C. GENERAL CONTRACTOR GALV. GALVANIZED HD'D. HEADED HOR I Z. HORIZONTAL I.F. INSIDE FACE INT. INTERIOR J/B JOIST BEARING JST. JOIST JT. JOINT k KIP L.L. LIVE LOAD (LLI -I) LONG LEG I- IORIZONTAL LW V) LONG WAY LONG LEG VERTICAL MAS. MASONRY MC MOMENT CONNECTION MECH. MECI-IANICAL MFR. MANUFACTURER MTL METAL (NIC) NOT IN CONTRACT N.S. NEAR SIDE NTS NOT TO SCALE O.C. ON CENTER O.F. OUTSIDE FACE 0/0 OUT TO OUT OPP. OPPOSITE PC PRECAST CONCRETE PLCS. PLACES P.S.F. POUNDS /SQUARE FOOT P.S.I. POUNDS /SQUARE INCI -I RAD. RADIUS R.D. ROOF DRAIN REINF. REINFORCING REQ' D. REQUIRED RET. RETAINING SECT. SECTION SIM. SIMILAR TO S.O.G. SLAB ON GRADE SPA. SPACES SQ. SQUARE STIFF. STIFFENER STL. STEEL STRUCT. STRUCTURAL SW SI4ORT WAY SYM. SYMMETRICAL T/ TOP OF TYP. TYPICAL UNO UNLESS NOTED OTHERWISE VERT. VERTICAL W.P. WORK POINT W.W.F. WELDED WIRE FABRIC NI WITH STRUCTURAL SPECIFICATIONS N.T.S. A ■e THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West Streetsboro Road (330) 659 -6688 Ph. Richfield. Ohio 44286 (330) 659 -6675 Fax 5011 a !:4"- O 2 W �r REQUIRED BY: LANDLORD COMMENTS B.D. COMMENTS ' INDICATES NO REVISION TO THIS SHEET 0 z cc z z p z Q ots Lug c a co w u) ci) w O cc pc I- 10. cn aC W 0 J J a W z ✓ I- ci) O ce W ® W J w CL H o CO W J Wa °a CL o w Co 00 r co rn rn1- V) REVISIONS: RECEIVED ll Il l nn ?rim DATE ISSUED: 04/18/2008 DESIGNED BY: TBA DRAWN BY: TBA CHECKED BY: TBA STRUCTURAL SPECIFICATIONS AND NOTES [1 DRAWING NUMBER: N 00 ulrn o r Q co co 0_ oo I- � 0 1-21 w j o C7 Q Q Lir O Z a o_ caa 0 co 0 ib } - ° • ° _ ° 0 W O o >- a: I- a_ C Z C7 oino LLI V) DATE 05/27/08 r n z z 0 C Cn rn v z 0 C U) m v m C) 0 z 0 z z ne w I =c rn '_ - C n r 3 rn N 1 !fl i 0 rta � I 0 N w CI cn A Zm 0m V 0 z 0 03 N G') —1 — 10 73 COWO ao D D oa oaf 0 ° n m PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL SEATTLE, WA 98188 SCOPE: PACKAGE: DESIGN TYPE: HAYWOOD GENERATION: ESD &C PROJECT #: 00005818 WE PROJECT #: 0000581 PKG 2 081 5a 08098 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 EXPRESS STORE PLANNING, INC., D/B/A EXPRESS STORE DESIGN AND CONSTRUCTION ( "ESDC "). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. 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 ESOC. 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 LIABIUTY. J o� EXPRESS STORE PLANNING, INC. d /b /a STORE DESIGN & CONSTRUCTION One Limited Parkway Columb , elephone: 61 ..415.7000 • Fax: b 14. 0 Az P.! 0 cn 0 CEI P1 Ra y N O 0 cD y F n :f INOHda101S DNIIAIVHd MOUES NO REVISION TO THIS SHEET // AREA OF (E) BULKHEAD TO BE REMOVED (E) MALL BULKHEAD I 1 1\ r n z z 0 C Cn rn v z 0 C U) m v m C) 0 z 0 z z ne w I =c rn '_ - C n r 3 rn N 1 !fl i 0 rta � I 0 N w CI cn A Zm 0m V 0 z 0 03 N G') —1 — 10 73 COWO ao D D oa oaf 0 ° n m PROJECT INFORMATION: EXPRESS WESTFIELD SOUTHCENTER SPACE #332 1070 SOUTHCENTER MALL SEATTLE, WA 98188 SCOPE: PACKAGE: DESIGN TYPE: HAYWOOD GENERATION: ESD &C PROJECT #: 00005818 WE PROJECT #: 0000581 PKG 2 081 5a 08098 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 EXPRESS STORE PLANNING, INC., D/B/A EXPRESS STORE DESIGN AND CONSTRUCTION ( "ESDC "). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF ESDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH ESDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE ESDC. 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 ESOC. 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 LIABIUTY. J o� EXPRESS STORE PLANNING, INC. d /b /a STORE DESIGN & CONSTRUCTION One Limited Parkway Columb , elephone: 61 ..415.7000 • Fax: b 14. 0 Az P.! 0 cn 0 CEI P1 Ra y N O 0 cD y F n :f INOHda101S DNIIAIVHd MOUES NO REVISION TO THIS SHEET BUILT - UP BEAM TABLE G MENSION "A" CLEAR OPENING REQUIRED DOUBLE STUD CONT 3 5/8 ", 18 GA A -A UP TO 10' -0" TRACK, TOP BOTTOM DBL STUD PER UP TO 1O' -O" DBL 6" DP, 18 GA STUD 10 -1" TO 15' -0" DBL 8" DP, 18 GA STUD TABLE #8 PAN HEAD SCREWS @ 12" O.C. 15' -1" TO 20' - 0" DBL 10" DP, 16 GA STUD 20' -1" TO 25' -0" DBL 12" DP, 16 GA STUD 25' -1" TO 30' - 0" DBL 12" DP, 14 GA STUD 30' -1" TO 35' -0" DBL 14" DP, 16 GA STUD DIAGONAL SIZE VIEW MAXIMUM LENGTH OF DIAGONAL * SINGLE 3 5/8 ", 18 GA STUD WITH 1 5/8" FLANGE WIDTH A -A UP TO 10' -0" DBL 3 5/8 ", 16 GA STUD W I TH 1 5/8" FLANGE WIDTHS 8 -B 10 TO 14 DBL 3 5/8 ", 18 GA STUD WITH 2 1/2" FLANGE WIDTHS G -C 14' -1" TO 21' -O" CONT. 18 GA. TRACK W/ (1)- #10 -16 TEK SCREW EACH LEG. TYPICAL TRACK TO STUD CONNECTION TYPICAL PARTITION WALL BASE CONNECTION N.T.S. INTERIOR PARTITION PLAN (PACKAGE 2) MIM BUILT -UP COLUMN: DOUBLE 6" DEEP, 20 GA STUDS WITH 3 5/8" DP, 20 GA TRACK EACH SIDE. L 1 I `BUILT -UP BEAM 0 � Q r e PAN HEAD CREWS @ "O.C. TYPICAL CABINET LAYOUT SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY. SEE ARCH DRAWINGS FOR DIMENSIONS, LOCATIONS AND TYPE OF CABINET. CONNECT BEAM TO COLUMN PER DETAIL C /503.1 BUILT -UP BEAM MAY BE CONTINUOUS OVER COLUMN, OR BUTT END OF BEAMS TOGETHER AT CENTER OF COLUMN. HH HN HR HR HR HEE�" 4 HR WATER HEATER SUPPORT ON 2' -O" SQUARE PLATFORM 3/8 " =1' -O" 05DS031RODETL S R 3 /6" METAL STUD OR 6" METAL STUD SEE ARCH. CONT. 18 GA. TRACK W/ 1/4 4) x1 -3/4" EMBED. CONCRETE SCREW ANCHORS @ 16" c/c MAX. .7 .7 .1 .1 .] 4 HORIZONTAL BRIDGING @ 4' -0 c/c VERT. (ATTACHMENT PER MFR. REQUIREMENTS) EXIST. SLAB N.T.S. P 3 5/8 ", 20 GA MTL STUD FRAMING, TYP I 2 -0" 3 5/8 ", 16 GA EDGE JOIST 3 5/8 ", 18 GA EDGE JOIST CONCRETE BONDED PARTICLE BOARD - CONNECT TO SUPPORTS w / #8 SCREWS @ 6" c/c AROUND PERIMETER OF DECK. OUTSIDE EDGE JOIST TO BEAR ON JACK STUD SEE ARCH DRAWINGS FOR PLATFORM LOCATION 3 5/8 18 GA OUTSIDE EDGE JOIST _(2) - #12 SCRENS, TYP SECTION A —A WATER NEATER u, /GALV DRIP PAN I (SEE I PLUMBING II I DWGS) �Ii I SEE ARCH DWGS FOR ELEVATION DRYWALL OUTSIDE EDGE JOIST TO SEAR ON JACK STUD JACK STUD 1 " =1' -0" 05DS031N1PLAT N NOT USED NOT USED M DIAGONAL BRACE, DETAIL A/S 03.1 CENTER DIAG OVER VERT STU D 2 "x2 "x0' -6" LG, 12 GA FRAMING CLIP W/(3) - #12 SCREWS EA LEG CONT 18 GA TRACK W/(2) - #12 SCRENS IN EACH FLANGE OF EACH VERT NALL STANDARD 3 5/8" DP, IS GA MTL STUD @ 16" O.C. CONT 18 GA TRACK W/(4) - #12 SCREWS IN FLANGE OF EACH VERT NALL STANDARD WALL STANDARDS PER ARCH DRAWINGS INSTALL HORIZ BRIDGING PER DETAIL K /Al2.1. INSTALL PER MANUF. RECOMMENDATIONS. CONT TRACK W/0.145" DIA PONDER DRIVEN ANCHORS @ 8" O.C: V #12 SCREW, TYP BUILT -UP BEAM, SEE TABLE BELOW. BEAM TO BEAR ON BUILT -- UP COLUMN EACH END PER DETAIL C /503.1 1 5/8 "x20 GA MTL STUD @ 16" O.C. FOR CLEAR OPENINGS OVER 25' -0 ", CONSULT STRUCTURAL ENGINEER FOR DESIGN TYPICAL CABINET/ FOCAL SECTION (PACKAGE 2) DIAG BRACE / / / CODED NOTES: / / / / / / J1 MAX 1 O1 6 ", 16 GA MTL STUD WITH 6 ", 16 GA m DEEP LEG TRACK. ATTACH O TO EXIST STL EXIST JOIST CHORD OR BEAM FLG 1„I/(3) - #12 SCREWS 1 0 0 VIEW A —A #12 SCREWS @ 6" O.C. MAX AND 2" FROM EACH END O 2 x 2 x 12 GA x 6 LG FRAMING CLIP, ONE SIDE OF DIAG, W/(3) - #12 SCREWS EACH LEG. L DIAGONAL BRACING ATTACHMENT TO EXIST MTL DECK OR COMP CONC SLAB — EXIST BAR JOISTS OR. STEEL BEAMS @ 6' -8" O.C. MAX EXISTING BAR JOISTS OR STEEL BEAMS a• �i , 0 L k \ DIAGONAL PARALLEL TO EXIST BAR JOISTS OR STEEL BEAMS PARTIAL PLAN VIEW DIAGONALS PARALLEL TO CONNECTION AT EXIST BEAM ATTACH O TO EXIST STL W/(3) - #12 SCRENS f 1 1 EXIST JOIST CHORD OR BEAM FLG 1 DIAG BRACE VIEW 8 -8 CONTACT STRUCTURAL ENGINEER FOR REVISED DETAILS I F JOIST OR BEAM SPACING EXCEEDS 6' -8 ". SEE VIEW B -B FOR CONNECTION EXIST BAR JOISTS OR STEEL BEAMS 0 SEE VIEW B -B FOR CONNECTION 0 CONTINUOU BEFORE INSTALLING ANCHORS, CONTRACTOR SHALL VERIFY WITH MALL MANAGEMENT THAT ATTACHMENT SHOWN IS ACCEPTABLE. (6) - #12 SCREWS AT EACH ATTACHMENT CONTINUOUS DIAGONAL PERPENDICULAR TO EXIST BAR JOISTS OR STEEL BEAMS SEE VIEW B -B FOR CONNECTION 1 MAX VIEW C —C 0 0 0 L 1 PARTIAL PLAN VIEW EXIST BAR JOISTS OR STEEL BEAMS @ 6' -8" O.C. MAX DIAGONALS PERPENDICULAR TO EXIST MTL DECK OR COMP CONC SLAB DIAG BRACE EXIST BAR JOISTS OR STEEL BEAMS TYPICAL DIAGONAL BRACE CONNECTION 1 1/2 " =1' -0" 05DS031GOSECT 1 -1/2 ": 1' -0" [ 1 1•1_ 1_1:1 1 Ic i Lt i 13 f L «i E SEE PLAN * SECTIONS FOR BUILT -UP BOX BEAM 16 GA. PLATE EACH SIDE WITH (8) - #10 PAN HEAD SCREWS. 3 5/8" OR 6" DEEP STUDS AS REQU I RED BY OTHER SECTIONS AND DETAILS LIGI- ITGAGE BoX BEAM TO COLUMN CONNECTION (TYP, UNLESS NOTED) 18 GA BASE TRACK (TRACK DEPTH SHALL MATCH STUD DEPTH). LIGNTGAGE BOX COLUMN BASE CONNECTION (TYP, UNLESS NOTED) 4 4- 4- 4 4 16 GA TOP TRACK (TRACK DEPTH SHALL MATCH STUD DEPTH). STOP FULL LENGTH TRACKS OF BUILT -UP COLUMN SHORT OF TOP TRACK STOP FULL LENGTH TRACKS OF BUILT -UP COLUMN SHORT OF BASE TRACK (2) - #8 PAN HEAD SCREWS EACH SIDE (4) -1/4 4) TAPCON SCREWS W/ 1 1/4" MIN. EMBEDMENT BUTT - SPLICE 4 4- 4- 4 AT INTERIOR PARTITIONS (SEE DETAIL R /503.1 WHERE BEAMS ARE BUTT- SPLICED OVER COLUMN LIGHTGAGE BOX COLUMN DETAIL CONNECT TO EXISTING STRUCTURE PER DETAIL E/S03.1 DIAGONAL BRACE. SEE VIEWS A -A, B -B C -C FOR SIZE. INSTALL DIAGONAL BRACING AT 46 "c /c, MAX. UNLESS NOTED * CONTACT STRUCTURAL ENGINEER FOR LENGTHS LONGER THAN 21 -0" SINGLE 3 5/8 ", 16 GA. DIAGONAL , 5/8 "- VIEW A —A C� 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 DBL 3 5/6 ", 16 GA. STUDS WITH 1 5/6" WIDE FLANGES 1 5/8 " ---..„ VIEW B -8 evrD JUG -16 2 (10 A � dp I''� � 1��6����� �a:,cr -ice "� -_ 2 ° x2 ° x0' -6" LG, 12 GA FRAMING CLIP W/(3) - #12 SCREW EA LEG DETAIL AT INIALL STANDARDS CONT 18 GA TRACK W/(2) - #12 SCREWS I N EACH FLANGE OF EACH VERT WALL STANDARD (4) - #12 SCREWS DBL 3 5/5", 18 GA. STUDS WITH 2 1/2" WIDE FLANGES 2 #12 SCREWS @ 12 "c/c VIEW C —C TYPICAL DIAGONAL BRACING 3 " =1' -0" 05SS031C1COLM [i1 �:1sk1 l,Iil C ®■ THORSON BAKER & Associates, Inc. Consulting Engineers (330) 859 -Sass Ph. 330 659-6675 Fax 3030 West Streetsboro Road Richfield. Ohio 44288 o ::,!:w = J i o w a ,* w - nn w C o oo - w 6aa S '�O W m 2 O w ' j O O a a U O = v 0 4 - • NaM = W w OU ° F1o2 ✓ - a Vl La= V $ a W =4 9 � 2 a o (A y 2,1 V] w . W 4 y w= [7 O H C1 4 g r= z 17, O? ..42,-, ,-W c Q��; W 0 - 0 ° 0 -Ow w W H --N ti W 0 N m v, W 1M141=1= = S ~ s N = N H~ N avl a z <0 0° N p r Y C 4 ° W o � �a�0a� 5031 � REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: Z 0 • C.) 0 C.f l z p 4E co a W ri r Q W CO co w co cc W O cc 1— LL � x co LU L CC W H z W 0 I J a c o I- w � V w C1/ � J X ° w ICJ < LL O W ■ INDICATES NO REVISION TO THIS SHEET co oo V) t-- I/'l REVISIONS: @. U e DRAWING NUMBER: 0 C 0 • ZZ PERMIT CENTER 04/18/2008 TBA TBA TBA STRUCTURAL CONSTRUCTION DETAILS N a0 � o r o c 00 IZ o ° DATE 05/27/08 STRUCTURAL NOTES 2. DESIGN PLATFORM LIVE LOAD = 125 PSF CONNECT CONCRETE BONDED PARTICLE BOARD DECKING TO SUPPORTS w / #8 SCREWS @ 6" c/c AROUND PERIMETER OF DECK, AT PANEL EDGES AND AT INTERIOR SUPPORTS. CODED NOTES Ol SEE DETAIL H/504.1 FOR TYPICAL CONNECTION OF EDGE JOIST TO CLOSURE TRACK. O PROVIDE DIAGONAL CROSS BRACING ONE FACE OF WALL PER DETAIL N/504.1 DENOTED TI-4U5 — — — ON PLAN. O PROVIDE DIAGONAL CROSS BRACING FACE OF WALL PER DETAIL J /504.1 DENOTED THUS -- — -- ON PLAN. 4" CONT WELDS AT END —I OR 2 -12 STRUCTURAL AND CODED NOTES CEMENT SO PARTICLE BOA SECTION OF 3 5/8 ", 18 GA I— TRACK FOR ATTACHMENT OF 1-- IEADER TO FULL 1 HT STUD #10 SCREW (TYP) DBL STUD @ EDGE OF EACH OPNG 6" DP, 18 GA BLOCKING @ 24 "c /c, MAX. AT EACI -1 END, CLIP FLANGES, SEND WES AND CONNECT TO JOIST W/(2) - #12 SCREWS DSL 6" GA JO LINT HOLD TRACKE BUILT -UP B SHORT OF "CONNE 3 5/8" DP, 18 GA BOTTOM TRACK CONT NALL TRACK #12 SCREW @ 12" c /c. (1) - #12 SCREW AT EACH PIECE OF BLOCKING 05ISO41S1NOTE ENING- OR" TRACK ATFORM SECTION 3 5/8" DP, 20 GA STUD BRACE @ 48" c/c 2 x 2 x 12 GA x 0 LONG FRAMING CLIP w/(2) - #12 SCREWS EACH LEG SEE ARCH DNGS FOR CEILING ELEV 20 GA CONT TRACK 3 5/8" DP STUD TE: PROVIDE STANDARD 24" SQ SS PANEL IN WALL IF WATER IS LOCATED BEl -IIND WALL AC HEAT , 20 GA 6" c/c 6" DP, 18 GA BLOCKING @ 24 "c /c, MAX. AT EACH END, CLIP FLANGES, BEND WEB AND CONNECT TO JOIST W/(2) - #12 SCREWS (1) - #10 SCR AT 16 "c /c 3 5/8 ", 18 GA L STUDS @ c MAX. T ATTACH LV I NG TO TI-1 I (1) - #10 SCREW AT EACH BLOCKING ATFORM SECTION PLATFORM BRACING DETAIL N.T.S. 05SSO41ROSECT 3/4" - T -0" SEE ARCH DRAWINGS (5) - #12 SCREWS AT EACH STRAP 3" WIDE, 16 GA DIAGONAL STRAP 18 GA STUDS (DEPTH VARIES, SEE OTHER SECTIONS) (1) - #I2 SCREW AT EA STUD (5) - #12 SCREWS AT EACH STRAP 1/2" DIA SLEEVE ANCHOR N/ 3" EMBED (HILTI I-ILC SLEEVE ANCHOR OR EQUAL) 0.145" DIA. POWDER DRIVEN ANCHOR @ 16" O.C. MAX AND 2" FROM EA END. ■ IMF A mci, ZIELIMEINA FOR CEILING ELEVATION I I { i t i t — 6" DP, 16 GA JOIST O o BEFORE INSTALLING ANCHORS, CONTRACTOR SHALL VERIFY WITH MALL MANAGEMENT THAT ATTACHMENT SHOWN IS ACCEPTABLE. CONCRETE BONDED PARTICLE BOARD 1 I EXIST CONC SLAB I I S /LTT20 HOLD DOI11N I TENSION TIE BY SIMPSSON STRONG -TIE COMPAN'$ N/ (8) - #12 SCREWS AT VERT STUD, TYP -i CONT 16 GA DEEP LEG TRACK TOP * BOTTOM N/ (1) - #10 SCREW @ EA FLANGE OF EA VERT STUD I I I I I I I I I I !'14 *I" "i1►N:1 ►ui• PLATFORM SECTION PLATFORM BRACING DETAIL 05SSO41M1SECT NOTE: PROVIDE STANDARD 24" SQ ACCESS PANEL IN NALL IF WATER I- IEATER IS LOCATED BEI -4IND NALL (2) - #10 SCREWS 0 @ 16" O.C.t, TIROUGI -1 FINISH INTO EXIST DEMISING WALL STUDS EXISTING DEMISING WALL 3 5/8" DP, 20 GA STUD BRACE @ 48" c/c 2 x 2 x 12 GA x 0'-4" LONG FRAMING CLIP w/(2) - #12 SCREWS EACH LEG P CONT. 3 5/8" DP, 20 GA STUD • / / / (2) - #10 SCREWS AT EACH JOIST 6" DP, 16 GA JOIST (SEE PLAN FOR SPACING ) / i / 1 / I I 1 0 0 0 0 7 D SEE ARCH DINGS FOR CEILING ELEV (2) - #10 SCREWS AT EACH JOIST 3 5/8" 18 GA MTL STUDS @ 16" c/c MAX. (INSTALL ONE STUD AT EACH JOIST) CONT 16 GA CLOSURE TRACK PROVIDE (1) - #12 SCREW EA FLANGE OF EA JOIST 20 GA CONT TRACK 3 5/8" DP, 20 GA STUD @ 16" c/c DO NOT ATTACH SHELVING TO THIS WALL CONCRETE BONDED PARTICLE BOARD N.T.S. 05SSO41L1SECT 3/4" - 1' -0" ts11 *Ii :f 1LEI :1inI L 6" DP, 16 GA EDGE JOIST SEE ARCH DRAWINGS FOR CEILING ELEVATION (5) - #12 SCREWS AT EACH STRAP 3" WIDE, 16 GA DIAGONAL STRAP 18 GA STUDS (DEPTH VARIES, SEE OTHER SECTIONS) (1) - #12 SCREW AT EA STUD (5) - #12 SCREWS AT EACH STRAP 1/2" DIA SLEEVE ANC •R N/ 3" EMBED (HILTI HLC SLEEVE ANCHOR OR EQUAL) 0 BEFORE INSTALLING ANCHORS, CONTRACTOR SHALL VERIFY WITH MALL MANAGEMENT THAT ATTACHMENT SI -IOWN IS ACCEPTABLE. #12 SCREW @12 c/c MAX 0.145" DIA. PONDER DRIVEN ANCHOR @ 16" D.C. MAX AND 2" FROM EA END. CONCRETE BONDED PARTICLE BOARD EXIST CONC SLAB I � 0 S /LTT20 HOLD DOWN TENSION TIE BY SIMPSON STRONG -TIE COMPANY N/ (8) - #12 SCREWS AT VERT STUD, TYP --- CONT 16 GA DEEP LEG TRACK TOP * BOTTOM W/ (1) - #10 SCREW @ EA FLANGE OF EA VERT STUD J NOTE: CONNECT 16 GA CLOSURE TRACK TO 16 GA "EDGE" JOIST W /2 "x2 "x12 GA x 6" LG FRAMING CLIP W/(3) - #12 SCREWS EACH LEG 6 ", 16GA CLOSURE TRACK 6 ", 16 GA EDGE JOIST PLATFORM DETAIL N.T.S. 05DSO41HOCORN CEMENT BONDED PARTICLE BOARD 6" DP, 18 GA BLOCKING @ 24 "c /c, MAX. AT EACH END CLIP FLANGES, BEND NE AND CONNECT TO JOIS W/(2) - #12 SCREWS SEE ARCH DRAWINGS FOR CEILING ELEVATION 6" DP, 16 GA JOIST @ 16" c/c MAX (2) - #10 SCREWS AT EACH PIECE OF BLOCKING 6 ", 20 GA MTL STUDS @ 16" c/c MAX ALL JOIST DIRECTLY OVE NALL NOTCH JOIST ABOVE NALL AS REQ'D FOR PLUMBING RUN PROVIDE 1 1/2" COLD-ROLLED CHANNEL AT 5' -0 "c /c MAX. SCREW OR WELD TO EACH STUD PER MANUFACTURER'S ECOMMENDATIONS (FOR ERAL BRACING) Y ICAL 0.145" DIA. ANCHOR @ 16 AND 2" FROM E ATFORM SECTION LL WALLS: ONDER DRIVEN .C. MAX END. N.T.S. 05SSO41GOSECT H 6" DP, 18 GA BLOCKING @ 24 "c /c, MAX. AT EACH END, CLIP FLANGES, BEND WEB AND CONNECT TO JOIST W/(2) - #12 SCREWS (2) - #10 SCREWS @ 16" THROUGH FINISH INTO EXIST DEMISING WALL STUDS (1) - #10 SCREW AT 16" c/c EXISTING DEMISING WALL MAY OCCUR Y CEMENT BONDED PARTICLE BOARD #10 SCREW SEE ARCH DRAWINGS FOR CEILING ELEVATION 6" DP, 16 GA JOIST (1) - #10 SCREW AT EACH PIECE OF BLOCKING 3 5/8 ", 18 GA MTL STUDS @ 16" c /c/ MAX. PROVIDE 1 1/2" COLD- ROLLED CHANNEL AT 5' -0" c/c MAX. SCREW OR HELD TO EACH STUD PER MANUFACTURER'S RECOMMENDATIONS (FOR LATERAL BRACING) PLATFORM SECTION PLATFORM SECTION N.T.S. 05SSO41D0SECT D CEMENT BONDED PARTICLE BOARD SECTION OF 3 5/8 ", 18 GA TRACK FOR ATTACHMENT OF HEADER TO FULL HT STUD #10 SCREW (TYP) DBL STUD @ EDGE OF EACH OPNG VIEW A -A OPENING CONT CLOSURE TRACK. PROVIDE (1) - #12 SCREW EA FLANGE OF EA JOIST 6" DP JOIST DBL 6" DP, 16 GA JOIST LINTEL HOLD TRACKE OF BUILT -UP BEAM SHORT OF "CONNECTOR" TRACK A 3 5/8" DP, 18 GA BOTTOM TRACK CONT WALL TRACK #12 SCREW @ 12" c /c. N.T.S. 05SSO41COSECT C PLATFORM FRAMING PLAN 'C 6" DP, 18 GA BLOCKING @ 24" O.C. MAX 0 CO E <0 O � ( I ) 0_ TYP AT CORNERS 6" DP, 16 GA JOISTS @16 " 4 ALL WALLS SHALL SE 3 5/8" DP, 18 GA MTL STUDS @ 16" O.C., UNLESS NOTED. \ / 0 DOOR HEADER 6" DP, 18 GA BLOCKING @ 24" O.C. MAX DENOTES LOCATION OF SIMPSON HOLD -DOWN BRACKETS. (SEE DETAILS J * N /504.1) I la 1/2" =1' -0" II is THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West Streetsbo o Road (330) 659-6688 Ph. Richfield, Ohio 44286 (330) 659 -6675 Fax D 2 N s W H N O d l=w!!I 2 ::Ft ° W S omd = ac cn 0 /\ REQUIRED BY: CC W I— z W 0 2 I- (f)0 CD CI) W H Z W J w Cr r g CL F- w � X WQ ° na [L O W - (n W • INDICATES NO REVISION TO THIS SHEET Z 0 o Z � � —J oe s W 0 � Q co • LLI co CC W 0 CC I U) 7C 03 W � aW °asp z W a e Q ~ V en W o ow'"�� n_ csoa� � w a = W = a a�0 U U O N �aa o W Q d w O N � = U V y O m W .. _ s°a oenn = = O O W V Q X n 0 fA J O fl N E W H 2 = C 1 = Vl 4 en W a Y W J i-j V 7 p = o =ads~ a =a �iN<n n w 2 4 } N clo= m Um 6 w a T V W d U N C �= W Nd J J no ao 1 CO cri REVISIONS: 0 �tii11 PERMIT CENTER N 000 o T o a0 o0 0_ oo I— Z Cu ( c cr a ct 0- Y W O Z W Q W IMmwmiummi CO 0 o Q 0 DATE 05/27/08 DATE ISSUED: 04/18/2008 DESIGNED BY: TBA DRAWN BY: TBA CHECKED BY: TBA 5041 PLATFORM FRAMING PLAN AND DETAILS DRAWING NUMBER: 1 NOT USED S BOX BEAM TO BOX BEAM CONNECTION N.T.S. R SEE DETAILS KC ON THIS SHEET FOR TYPICAL STUD WALL CONNECTION TO EXISTING ROOF DECK ) (2)- #10 -16 TEK CREWS AT 16" c/c 6 "x18GA. MET STUDS @ 1 -" NOT c/c CEILING SEE ARCH. DRAWING 501.1 FOR CODED NOTES 8 "x18GA. META UD5 @ 16" c /c, TYP. SECTION SECTION N.T.S. N.T.S. P NOTE: SEE DRAWING 501.1 FOR CODED NOTES SEE DETAILS KC- ON THIS SHEET FOR TYPICAL STUD WALL CONNECTION TO EXISTING ROOF DECK) (2)- #10 -16 TEK SCREWS AT EA. STUD, TYP. 3 5 /8 "xlBGA. METAL STUDS @ 16" c/c 6 "xIBGA. METAL STUDS @ 16" c/c (4)- #10 -16 TEK SCREWS TYP. (UNO) CEILING SEE ARCH, NOT USED SECTION SECTION (E) METAL ROOF DECK (2)- 412 -24 SELF - DRILLING SCREWS @ 12" c/c (MAX.) 18GA. DEFLECTION TRACK ATTACH TO STUD W /(1)- #10 -16 TO EACH SIDE OF STUD 3 5/8" METAL STUDS @ 16" c/c N.T.S. (E) METAL ROOF DECK (2)- 412 -24 SELF - DRILLING SCREWS @ 2' -0" c/c LT.GA. PLATE. ATTACH TO (E) DECK 14/(2)- #12 -24 SELD- DRILLING SCREWS @ 2' -0" c/c 18GA. DEFLECTION TRACK ATTACH TO STUD 14/(1)- #10 -16 TO EACH SIDE OF STUD 3 5/8" METAL STUDS @ 16" c/c N.T.S. M L K 3 5/8 "xIBGA. METAL STUDS @ 16" c/c NOTE: SEE DRAWING 501.1 FOR CODED NOTES SEE DETAILS Kll:L ON THIS SHEET FOR TYPICAL STUD WALL CONNECTION TO EXISTING ROOF DECK. (2)- #10 -16 TEK SCREWS AT EA. STUD, TYP. (4)- 410 -16 TEK SCREWS, TYP. (UNO) 6" xI8GA. METAL STUDS @ 16" c/c SECTION N.T.S. 3 5/8 "x18GA. METAL STUDS @ 16" c/c (2)- #10 -16 TEK SCREWS AT EA. STUD, TYP. NOTE: SEE DRAWING 501.1 FOR CODED NOTES SEE DETAILS KItL ON THIS SHEET FOR TYPICAL STUD WALL CONNECTION TO EXISTING ROOF DECK. 3 5 /8 "x18GA. METAL STUDS @ 16" c/c (4)- #10 -16 TEK SCREWS TYP. (UNO) 6 "xI8GA. METAL STUDS @ 16" c/c SECTION SECTION N.T.S. N.T.S. H 3 5/8 "xIBGA. METAL STUDS @ 16" c/c (2)- 410 -16 TEK SCREWS AT EA. STUD, TYP. NOTE: SEE DRAWING 501.1 FOR CODED NOTES SEE DETAILS KC ON THIS SHEET FOR TYPICAL STUD WALL CONNECTION TO EXISTING ROOF DECK) (4)- #10 -16 TEK SCREWS TYP. (UNO) 2 I/2 "xI8GA. METAL STUDS @ 16" c/c 6 "xI8GA. METAL STUDS @ 16" c/c G 3 5/8 "xIBGA. METAL STUDS @ 16" c/c (STUD DETAILS K4L ON THIS SHEET FOR TYPICAL WALL CONNECTION TO EXISTING ROOF DECK. (4)- #10 -16 TEK SCREWS TYP. (UNO) 2 1 /2 "x18GA. METAL STUDS @ 16" c/c NOTE: SEE DRAWING 501.1 FOR CODED NOTES 6 "xIBGA. METAL STUDS @ 16" c/c (2)- 410 -16 TEK SCREWS AT EA. STUD, TYP. CEILING SEE ARCH. SECTION D (2)- #12 -14 TEK SCREWS @ 16" c/c TYP. 18GA. TRACK TYP. (3)- 1412 -14 TEK SCREWS AT EA. STUD, TYP. NOTE: SEE DRAWING 501.1 FOR CODED NOTES SEE DETAILS K$L ON THIS SHEET FOR TYPICAL STUD WALL CONNECTION TO EXISTING ROOF DECK. 6 "x18GA. METAL STUDS @ 16" c/c � 16GA. STRAP SEE PLAN 0 0 + (4)- #10 -16 TEK SCREWS TYP. (UNO) CEILING SEE ARCH. CONNECT TO STRUCTURE PER DETAIL E/S01.3 3 5/B" DIAG. BRACE. SEE DETAIL A/5013 3 5/8 "xI8GA. METAL STUDS (MIN.) @ 16" c/c UNLESS NOTED OTHERWISE SECTION N.T.S. C 7 II JI rr 0 II� rm • 1 1 /2 "x16GA. STRAP ON TOP OF HORIZONTAL STUD W/ (2)- 410 -16 TEK SCREWS AT EACH STUD N NOTES: Tr r SHELF CONSTRUCTION: 3/4" F.R.T. APA RATED SHEATHING, STRUCTURAL 1, FASTENED TO ALL SUPPORTING FRAMING ® 6" O.C. WITH NO. 8 HOT DIPPED GALVANIZED FLAT HEAD SCREWS WITH A MINIMUM HEAD DIAMETER OF 0.292 INCH. THE SCREWS SHALL BE OF SUFFICIENT LENGTH TO PENETRATE THROUGH THE COLD — FRAMED STEEL FRAMING MEMBER BY AT LEAST THREE EXPOSED THREADS. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF ALL FULL & PARTIAL PARTITION WALLS. (E) DENOTES EXISTING. DENOTES PARTITION ABOVE PLATFORM (SEE ARCH.) PROVIDE CONT. VERTICAL DEFLECTION TRACK AT TOP OF WALL. SEE SHEET S01.1 FOR CODED AND GENERAL NOTES. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ALL WALLS, BOX COLUMNS & BOX BEAMS. Z _ :!0 t 6 70 1' ki\nia DENIM WALL FRAMING PLAN • THORSON BAKER & 3030 West Streetsboro Road Richfield, Ohio 44286 D I— W a 0 /, REQUIRED BY: * INDICATES NO REVISION TO THIS SHEET Associates, Inc. Consulting Engineers 330 659 -6685 Ph. 330) 659 -6675 Fax 0- ow REVISIONS: iUai U 0 2Lki i PERMIT CENTER DRAWING NUMBER: s o:77'M o a. '''.02. W : = La u W - a UQ - = = U::1;:.! rn O!L: ¢ .i 6 C 0 N l a2 UN 0U' 4 0 W _ L, : ::' 8 1 0 CC y,. 2�' c. 0 S �` O U D d 4 w } U fA 0 � VW)H ,!7:1 Z = 1 v pa a v7 ¢�c7 0 C W = W 0 a- 0 2 $ = 3 p 0 C 2 : W 2fnL ¢ U W Y W ti O > U ?w `- YN U U --- W a rn U W d 4 8 DENIM WALL PLAN AND DETAILS C O 00 I t7 Q) co co moo Z U W 0 a� � w w 0- < O 120 O O co >- Q° 2 ° O DATE 05/27/08 DATE ISSUED: 04/18/2008 DESIGNED BY: TBA DRAWN BY: TBA CHECKED BY: GRB 1/4 "_ V -0" UNIT WEIGHT, LBS. ROD SIZE. IN ROD REINFORCMENT 3 LATERAL BRACE =<500 3/8" UNISTRUT P1000 T STIFFENER w/P2485 CRADLE CLIP c 10 "c /c UNISTRUT P1000 (MAX UNBRACED LENGTH = 10' -0" 500<WT. =<1000 1/2" UNISTRUT P1000 T STIFFENER w/P2485 CRADLE CLIP 14 "c /c UNISTRUT P1000 (MAX UNBRACED LENGTH = 10' -0" 1000<WT.=<1500 5/8" UNISTRUT P1000 T STIFFENER w/P2485 CRADLE CLIP ® 16 "c /c UNISTRUT P1000 (MAX UNBRACED LENGTH = 9' -0" 1500<WT.=<2000 3/4" UNISTRUT P1000 T STIFFENER w/P2485 CRADLE CLIP 0 20 "c /c UNISTRUT P1000 (MAX UNBRACED LENGTH = 7' -0" 1 STRUCTURAL NOTES: 1. CONTROLLING BUILDING CODE: IBC 2006 2. EXISTING FLOOR CONSTRUCTION: BUILT -UP ROOF OVER METAL DECK OVER STEEL BEAMS 3. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 4. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. MECH UNIT UNIT DIMENSIONS SHALL BE COORDINATED WITH APPROVED MANUFACTURER DRAWINGS. 5. SUPPORT FRAMING SHOWN IS FOR THE MECH UNITS SPECIFIED ON MECHANICAL DRAWING. IF A DIFFERENT UNIT IS TO BE USED, CONTACT ENGINEER BEFORE PROCEEDING. 6. ALL STEEL SHALL BE ASTM A36. 7. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ". (LATEST EDITION) 8. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH "AMERICAN WELDING SOCIETY" SPECIFICATIONS (LATEST EDITION). 9. WELDING ELECTRODES SHALL BE E70XX, LOW HYDROGEN. 10. IF EXISTING STRUCTURE IS DIFFERENT THAN SHOWN, CONTACT STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY WORK IN THAT AREA. STRUCTURAL NOTES AHU -ANNO -103 N P1000T UNISTRUT P3008 NUT 3/8 "x1" HHCS 20" 0.C. MAX 1/2" DIA A307 THREADED ROD P2485 CRADLE CLIP BY UNISTRUT SECTION X-X FOR REINFORCEMENT, SEE TABLE BELOW 0 z U a 0 FOR ROD SIZE, SEE TABLE BELOW NOTES: 1. ROD SHALL MEET THE MIN. SPECIFICATION OF ASTM A575 AND A576 THREADED ROD. 2. 1/4" DIA. 7x19 AIRCRAFT CABLE MAY BE USED IN LIEU OF UNISTRUT BRACE. 3. PLEASE NOTE ROD REINFORCEMENT IS 8" SHORTER THAN ROD LENGTH. ROD HANGER REINFORCING N.T.S. AH -DET -1 3/16 MINIM V 0 3/16 V L4x4x3 /6 L4x4x3/8x0' -5" EXIST STEEL BEAM VIEW A -A m TYP L4X4 TO L4X4 N.T.S. A L4x4x3 /8x0' -5" I I ROOF LOAD L4X4 TO EXIST BEAM N.T.S. BEXEAISM T STEEL A CONNECTION DETAILS N.T.S. P i 45'±15' C8x11.5 EXIST STEEL BEAM (TYP) I- HANGER ROD SEE TABLE EXIST METAL DECK 1 J DOUBLE NUT AND LOCK WASHER, TYP C8x11.5 L AIR HANDLING UNIT #12 SCREWS ® 8 "c /c- L 2 1/2x 2 1/2 1/4 SPRING ISOLATOR, TYP SINGLE NUT WITH FLAT WASHER, TYP. DOUBLE NUT AND LOCK WASHER, TYP. H C S03.1 FOR CONNECTION TO EXIST STEEL THIMBLE DBL CLAMP SEE PLAN FOR SIZE AND LOCATION BENT PLATE N.T.S. HANGING UNIT w /SEISMIC BRACING AHU -DET -201 HOLE= ROD SIZE + 1/16", TYP. 1 1/4" PLATE 1/8"x 3" LONG Air 135'±15' 3" 9/16 "0 HOLE TYP. SEISMIC CABLE CONN. N.T.S. AHU -DET -105 H AIRCRAFT C THIMBLE DBL CLAMP BENT PLATE (SEE DETAIL 5/501.3 FOR MORE INFORMATION) SEISMIC CABLE CONN. 1/8 EXIST STEEL BEAM (n'P) N.T.S. AHU -DET -103 w EXIST BEAM \ ,r 1 3/16 V \LL C8x11.5 L3 1/2x3 1/2x5/16 TYP CHANNEL TO BEAM PARTIAL ROOF FRAMING PLAN N.T.S. AHU -DET -102 DOUBLE NUT & LOCK WASHER ROD HANGER C8x11.5 HANGER ROD PLATE 3/8x5x0' -5" rir.,0 FOR COMPLP COVED JUN 16 2.008 Ci Of T li ��]{� 1 : e, R ELI. � �� �I 105104 AHU - DET -101 NEW MECH UNIT WT = 1050# SEE MECH DWGS FOR MANUFACTURER & MODEL # cB) II / r 1 EXIST C8x11.5 C8x11.5 45' 24' -0" EXIST BEAM HANGER ROD PER DETAIL 0/503.1 NEW ROOF MOUNTED CONDENSER UNIT WT = 1180# CURB CORNER BEARING POINT BEAM 1/4" DIA 7x19 AIRCRAFT CABLE, TYP - -/ i C8x11.5 C8x11.5 • \ W x W CONDENSER UNIT MUST BE FASTENED TI-IRU METAL DECK TO STEEL SUPPORTS. DETAIL S4ALL FOLLOW UPON REVIEW OF ROOF FRAMING BY T-IF ENGINEER. NO STRUCTURAL DRAWINGS WERE AVAILABLE AT TIME OF DESIGN. BEFORE FABRICATION OF MECH EQUIPMENT SUPPORT STEEL AND BEFORE INSTALLATION OF HVAC DUCTWORK, CONTRACTOR SHALL LOCATE EXISTING BUILDING DRAWINGS AND FORWARD TO STRUCTURAL ENGINEER FOR REVIEW /ANALYSIS & WRITTEN APPROVAL. IF NO STRUCTURAL DRAWINGS ARE AVAILABLE, CONTRACTOR SHALL FIELD MEASURE THE FOLLOWING MEMBERS, AND FORWARD INFORMATION TO STRUCTURAL ENGINEER FOR REVIEW /ANALYSIS & WRITTEN APPROVAL BEFORE FABRICATION OF MECH EQUIPMENT SUPPORT STEEL AND BEFORE INSTALLATION OF HVAC DUCTWORK: 1. COLUMN SIZE & SPACING. 2. STEEL BEAM SIZE & SPACING (DEPTH, FLANGE WIDTH & THICKNESS). 3. ROOF SLAB CROSS- SECTION, INCLUDING ROOFING MATERIAL & INSULATION. FIELD MEASUREMENTS OF STEEL MEMBERS MUST BE EXACT DIMENSIONS AND NOT "NOMINAL" DIMENSIONS, TAKING INTO CONSIDERATION THE THICKNESS OF PAINT OR OTHER COATINGS. FORWARD INFORMATION TO: COMPANY NAME STREET ADDRESS CITY, STATE ATTN: PHONE NO. FAX NO. THORSON BAKER & Associates, Inc. 3030 West Streetsboro Road Richfield, Ohio 44286 Nick Novak (330) 659 -6688 (330) 659 -6675 MECHANICAL EQUIPMENT SHALL NOT BE INSTALLED UNTIL THE ROOF STRUCTURE HAS BEEN REVIEWED BY THE ENGINEER, AS ROOF REINFORCEMENT MAY BE REQUIRED. 1/4" 1' -O" D ■s THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West Streeteboro Road Richfield, Ohio 44286 5051 =.n 0 t00 L .. w ❑_-U [L ro W * REQUIRED BY: ' INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: Q V Z - 'I- z Z 0 o a W I- W CD CD Ce W CC I a CD X co W 0 a z W 0 I I° J D CO 0 co � ~W rn Z W J `°' U X � W °n 0..0w tri REVISIONS: U O , W o o aIX LIJ 00_ o < W - PERMIT CENTER DRAWING NUMBER: (330) 659 -6688 Ph. (330) 659 -6675 Fax a U Dow y v 1 PEA [V a o0 cn 03 CO O O O CO O '- DATE 05/27/08 04/18/2008 TBA TBA TBA MECH SUPPORT FRAMING PLAN AND DETAILS