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HomeMy WebLinkAboutPermit D08-254 - WESTFIELD SOUTHCENTER MALL - BATH AND BODY WORKS - RELOCATION AND EXPANSIONBATH AND BODY WORKS 231 SOUTHCENTER MALL D08 -254 Parcel No.: 6364200010 Address: 231 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: BATH AND BODY WORKS Address: 231 SOUTHCENTER MALL , TUKVVILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contractor: Name: HORIZON RETAIL CONST INC Address: 1516 S GREEN BAY RD , RACINE WI 53406 Phone: Contractor License No: HORIZRC072N5 doc: IBC -10/06 CRAM' 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 DEVELOPMENT PERMIT Contact Person: Name: TIM SCHENK Address: 1120 E 80 ST, SUITE 211 , BLOOMINGTON, MN 55420 Phone: 800 - 541 -0821 DESCRIPTION OF WORK: RELOCATION AND EXPANSION OF EXISTING BATH AND BODY WORKS STORE. TO INCLUDE FLOORING, WALL CONSTRUCTION, LIGHTING AND STOREFRONT Value of Construction: $300,000.00 Fees Collected: $4,476.00 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: VB Occupancy per IBC: 0019 * *continued on next page ** Permit Number: D08 - 254 Issue Date: 08/19/2008 Permit Expires On: 02/15/2009 Expiration Date: 04/15/2009 D08 -254 Printed: 08 -19 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Water Meter: I hereby certify that I have read and Signature: Print Name: doc: IBC -10/06 City ciliTukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non- Profit: N Water Main Extension: Private: Public: N \,I Permit Center Authorized Signature: i i t�r_a.■ governing this work will be complied , whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. f A <n t -z Permit Number: D08 -254 Issue Date: 08/19/2008 Permit Expires On: 02/15/2009 Date: ig0 ed this permit and know the same to be true and correct. All provisions of law and ordinances Date: / -,5ir 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 -254 Printed: 08 -19 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 231 SOUTHCENTER MALL TUKW BATH AND BODY WORKS PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D08 -254 ISSUED 05/01/2008 08/19/2008 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: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 9: 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. 10: 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. 11: 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. 12: 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. 13: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 14: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary doc: Cond -10/06 D08 -254 Printed: 08 -19 -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 • 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. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 17: 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: ** *FIRE DEPARTMENT CONDITIONS * ** 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: 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. 21: Maintain coverage and operability of portable fire extinguishers, sprinkler systems and fire alarm systems during demolition and construction. 22: 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) 23: 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) 24: 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) 25: 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) 26: 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) 27: 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) doc: Cond -10/06 D08 -254 Printed: 08 -19 -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 • 28: 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) 29: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 30: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 31: 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) 32: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 33: 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) 34: 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) 35: 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) 36: 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) 37: 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) 38: Install mechanical stops between rolling shelving units so that when units are rolled together, a 6 inch flue space is maintained to prevent obstructions greater than 4 ft. wide. 39: 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) doc: Cond -10/06 D08 -254 Printed: 08 -19 -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 40: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 41: 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. 42: Local U.L. central station supervision is required. (City Ordinance #2051) • 43: 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) 44: 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) 45: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 46: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 47: 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) 48: 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. 49: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 50: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 51: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 52: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * *continued on next page ** D08 -254 Printed: 08 -19 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 construction or the performance of work. Signature: Print Name: -- Date: r -/9 - o g rill- G/er F c doc: Cond -10/06 D08 -254 ordinances governing or local laws regulating Printed: 08 -19 -2008 CITY OF TUKWIL Community Developm epartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us SITE LOCATION Site Address: ZS I So.).�lnc-e_Y\ c M 0.\\ Tenant Name: Rxuir -n ° t2ady Wet Property Owners Name: V...&r ∎e. \di epscpo`fak' c r Mailing Address: 11601 W% \S1n: GouNPNIOSa LOS CONTACT PERSON - who do we contact when your permit is ready to be issued Name: T.•cv■ 'rYsP hte._ Mailing Address: t 1 ZID E1..S;c gON4x ACC e _k • Cvake E -Mail Address: } mS (� p�G{ py . Lpafv‘ GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: T. (3. • b . Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: (V\Q j1 fl)r&Aec Mailing Address: 2.t.ri0 AiNney . ul0,.1p �l \rl14Y ed CA q � 1 'Cit State Contact Person: (Vhi CQ 3Clyv \c r o J Day Telephone: S \O J-3 E -Mail Address: Fax Number: S10 I Wog 1(011 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name PaA:DS ? PISCnc\ (Op S Mailing Address:AOR,C) LOP—S Skcet?AS eC L 1 Contact Person: 35 1 N.. Q:\Applications\Forms- Applications On Line 3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building PernOlo. 5-2.54 � P4Oti- Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. ofrio+ (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 ** King Co Assessor's Tax No.: (p3(vi-IrZO- 00\ Suite Number: Cad y Floor: A "Y \eS c Gjm City New Tenant: ❑ Yes State Day Telephone: ROO 1 S&& \ • OK 2.1 State , ON 4 1 }7.BCo City State Day Telephone: 3 65q - (o Con E -Mail Address: Fax Number: 3Q (0S (o(e7S Zip 2\ , F3\c>awl■r M SS -".o City State Zip Fax Number: 9Sz) $SS4 -1 4909 City Day Telephone: Fax Number: Expiration Date: Zip Zip Zip ..No Page I of 6 BUILDING PERMIT INFORM6ION - 206 - 431 -3670 • Valuation of Project (contractor's bid price): $ gOO, OOb Existing Building Valuation: $ Scope of Work (please provide detailed information): \OCLIpyy * ekpYSxw\ ck Qx �C�ir� 1h L \t.rke bc ∎ -' c u3DA\ ConS }'c'v. * cw ' c,kon2 c\ -- cnk Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: *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: ▪ Sprinklers Automatic Fire Alarm Q:\Applications \Forms - Applications On Line '3 2006 - Permit Application.doc Revised: 9 -2006 bh ❑.. No If yes, a separate permit and plan submittal will be required. Floor area of accessory dwelling: Compact: Handicap: " to }h gkn}i �J ffil No If "yes ", explain: ❑ 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 %, CoCo t 4 2 Floor 3` Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORM6ION - 206 - 431 -3670 • Valuation of Project (contractor's bid price): $ gOO, OOb Existing Building Valuation: $ Scope of Work (please provide detailed information): \OCLIpyy * ekpYSxw\ ck Qx �C�ir� 1h L \t.rke bc ∎ -' c u3DA\ ConS }'c'v. * cw ' c,kon2 c\ -- cnk Will there be new rack storage? ❑ Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: *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: ▪ Sprinklers Automatic Fire Alarm Q:\Applications \Forms - Applications On Line '3 2006 - Permit Application.doc Revised: 9 -2006 bh ❑.. No If yes, a separate permit and plan submittal will be required. Floor area of accessory dwelling: Compact: Handicap: " to }h gkn}i �J ffil No If "yes ", explain: ❑ 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 INTION - 206 - 433 -0179 • Scope of Work (please provide detailed information): Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑...ValVue ❑ .. Renton ❑...Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...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 ❑ ...C onstruction /Excavation/Fill - Right -of -way Non Right -of -way ❑ ...T otal Cut ❑ ...Total Fill cubic yards cubic yards 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 ❑ ...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ... Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection Irrigation " Domestic Water 57 ❑ ...Permanent Water Meter Size... 57 ❑ ... Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public Q:\Applications \Forms - Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh WO # WO # WO # ❑ ... Deduct Water Meter Size Private Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund /Billing: Name: Mailing Address: Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser ii .4 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct , 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 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 INFI IATION - 206 - 431 -3670 • MECHANICAL CONTRACTOR INFORMATION Company Name: T. (3 . D 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 D, 000 Scope of Work (please provide detailed information): 1 0 e .) A 1 ku. i +ewYn per a. / Mx dv C_AkZO c • k Ala'. a • Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ii Replacement .... ❑ C,aths: tin Fuel Type: Electric IS Gas....❑ Other: Indicate type of mechanical work being installed and the quantity below: Q:\Applications \Forms- Applications On Line\ -2006 - Permit Application.doc Revised: 9 -2006 bh Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain t Sinks 'L Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain water system — per drain (inside building) 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 PIPINIIRMIT INFORMATION - 206 - 43170 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: "'T•g• �- 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): $ td, ezo Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Nei.' Wa - \0521 lava rti Mop A i h lC c1e.mo Building Use (per Int'l Building Code): M Occupancy (per Int'l Building Code): Pr1 Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\Applications \Forms - Applications On Ltnc' 3 -2006 - Permit Apphcatton.doc Revised: 9 -2006 bh Page 5 of 6 PERMIT APPLICATION NOT• Applicable to all permits in this aication 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 fec schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUT ORIZED AGENT: Signature: Print Name: - C i nn GeneK1V-- Mailing Address: 1120 Ea c} iStAko, S *VeF - t / S\ocxvik q �oY1 PA Ili City J State Zip Date Application Expires: Date Application Accepted: Q Q:WpplicationsWorms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date: 413010 Day Telephone: $OD I9t{ -1 - C R21 Page 6 of 6 Receipt No.: R08 -02984 Initials: ]EM User ID: 1165 ACCOUNT ITEM LIST: Description City of Tukwila Department of Community D 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.tukwila.wa.us Payment Check 163973 2,714.50 Payee: HORIZON RETAIL CONSTRUCTION, INC. BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Parcel No.: 6364200010 Permit Number: D08 -254 Address: 231 SOUTHCENTER MALL TUICW Status: APPROVED Suite No: Applied Date: 05/01/2008 Applicant: BATH AND BODY WORKS Issue Date: TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Account Code Current Pmts Payment Amount: $2,714.50 Payment Date: 08/19/2008 10:17 AM Balance: $0.00 2,710.00 4.50 Total: $2,714.50 6301 08/19 9710 TOTAL 2714.50 doc: Receipt -06 Printed: 08 -19 -2008 Dnr:: RECSETS -OR RECEIPT NO: R08 -01455 Initials: BLH User ID: ADMIN Payee: ELDER -JONES 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 TRANSACTIONS: Set Member Amount • • City of Tukwila Department of Community Development SET ID: 5000001023 SET NAME: Tmp set/Initialized Activities D08 -254 1,761.50 EL08 -512 255.50 M08 -133 124.00 PGO8 -145 35.00 TOTAL: 2,176.00 TRANSACTION LIST: Type Method Description SET RECEIPT Amount Payment Check 51377 2,176.00 TOTAL: 2,176.00 ACCOUNT ITEM LIST: Description ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES Account Code Current Pmts 000.345.832.00.0 255.50 000/345.830 1,920.50 TOTAL: 2,176.00 Payment Date: 05/01/2008 Total Payment: 2,176.00 1939 05/02 9710 TOTAL 2176.00 Prod ct: 0 Type of Inspecti n: Address: l ?_ 3 1 5c PALL Date Called: �1 jk2.., r �l Special Instructions: / Date Wanted: , r _ r .� _ C 1 Cf p.m. Requester: Phone 2: (AP 2 31 ! ( 01 0 -11 O F- Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspect (Date: EJ $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: R 16;M - Alt d x,4.3 . - - _ 1. NAI S' stWa°e Prgjgcn. , 1 ,/ _ lic. Type o?mctio : b , I Addres s- S Date Called: Special Instructions: 't(�` a - ` ; i, ` �E Qom- . ; ; '` 4 Date Wanted: ,� ' V - ��a.n�„ Requester: Phone No: r ?_(0 Z -.3 3 (oc, INSPECTION RECORD .0/ 0�� _ 154 Retain a copy with permit [ \ \ J R . INSPE ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 K Corrections required prior to approval. COMMENTS: 1) Alt �i ' — .4 ft /14 � 440 le 411;11 hiALf 4.& ,a9s., Pa GAS. (, 9s, Approved per applicable codes. $60.00 REINSPECT! $N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sche reinspection. Receipt No.: 'Date: Pro l^ Type of Inspection: Add / re� : 1 ! 3 l 1 Date Called: Special Instructions: Date nted:__ Z .5 -0e p.m. Requester: Phone 2 -331 .--- 6 Czo FOM ENTS: r) • , [ 4reA L �C s. $ • 0 ' EINSPECTION E REQUIRED. rior to inspection, fee must be 6300 Southcenter lvd., Suite 1 O. Call to schedule reinspection. 1 Rec..pt o.: !Date: 1 INSPECTION RECORD Retain a copy with permit X62 INSPECTI O. PERMIT -NO. CITY OF TUKWILA BUILDING DIVISION V' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. Corrections required prior to approval. f { Projtai Type of Inspection: Addre s: 1 rmvait l Date Called: Special Instructions: Date Wanted: G — Z 3 -0 (97 a.m. e tr.r117 Requester: Phone No: X7 . 331 3c- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 reg 4 -( PERMIT NO. (2 -3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: rtitt4 Lo 41),-P #� — e-/ 1647. I pector. Date: ❑ $60 oq REINSPECTION FEEjREQUIR D. Prior to inspection, fee must be paid .f 6300 Southcenter Blvd., Suit 100. Call to schedule reinspection. Receipt No.: !Date: J Project: 6 M LA 0- (A Wit& Type o I spectinn: --1—w Address: l rT I ( Date Called: Special Instructions: Date WWa a.rn Requester: Phs5.7 2. _331.5 &L INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 INSPECTION NO. ❑ Approved per applicable codes. Doe -254 Corrections required prior to approval. COMMENTS: p f LI.JuAkIs Pjre4 No ( IA t 11-a,/ tit K L ■S pe &-E ' 4N G4 i kC? tY ;civ VA4( (Receipt No.: Da� = .00 REINSPECTION IEEE REQ /IRED. Prior to inspection, fee must be id at 6300 Southcente Blvd., uite 100. Call to schedule reinspection. 'Date: Proj k e t: t- A A" P t IC( �� 11 CC.rtlt Type of Inspection: F RA AN 1 vQ G Address: Date Called: Special Instructions: Date rd:, I v .. l a,m. m. Requester: Phone No: 7-e2 331 -3 c(- Approved per applicable codes. INSPECTION RECORD Retain a copy with permit 00°8 -2sct INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1� I 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360 Corrections required prior to approval. COMMENTS UJ w'1 l �� I I n 1V S Si (N ' EINSPECTION FEE REQUIRE S . Prior to inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: '1 Sprinklers: y L,0446 Type of Inspection: etrrSS / Address: Suite #: 5, 1, Contact Person : /' /'4 -k 6- Pi 117 bvil , e. Special Instructions: Phone No.: - 3 1 - 396..6, Needs Shift Inspection: Sprinklers: Fire Alarm Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 ' .�"'- 4.Y+7.1`Z+��itYl!t(? 4wnA',`]�a' Diu'. t.-!k �K.: +YRa71.A/�r:A..:XCYk :rr�i'wYi� .- LY'-1 �+.!' ti�: �i. f. �. �...5: °_•_:.JYi.."`�`- �s;Li'1w� CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 ections required prior to approval. COMMENTS: 4 a At.j ff Q- 1. N-ee,A p'r'o A Oe4 o • Inspector: 5lX Date: /D/2 w Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 { Project: iW 4 Itlogri b/ S Sprinklers: Type 67 of Inspection: IT ,4 1-- . C it- /Riga< Address: 2 3/ 5e M 4-z-1-- Suite #: • '‘Conta Person: , -- Permits: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ..:, nw:ii='%i.A Ak;i1. nw 3 PERMIT NUMBERS OS-F- 4 Sl CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, Wa. 98188 206- 575 -4407 INSPECTION NUMBER r ' n Approved per applicable codes. INSPECTION RECORD Retain a copy with permit • i '• ?t'� Corrections required prior to approval. COMMENTS: 140/774/6 - ll fi,tc — DJ� 5riv cK 119 /Alb tftli 6 4 L/# -- X k — D - c 1 FA u - 0I— Inspector: ON • Date: ii14400 Hrs.: n $8000 REINSPECTION FEE REQUIRED. You will receive an invoice from he City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: g 1 1 1 - P, a e Vicril Type of Inspection: PA i rixc— Address: 2•) cc Suite #: iv\ Contact Pe on: ■ f CiloWt\I Special Instructions: Permits: Phone No.: Needs Shift Inspection: - Sprinklers: Fire Alarm: Hood & Duct: . i _ Monitor: Pre -Fire: .. Permits: Occupancy Type: SYCV+ " ":iwa:�nlG ti. A�'." l:a'SYW!L.^_"ikiv4'1fe�ef+p ?>"� Y§ N• vt1Y!.` C1C .� +SCT!'Yp�:iii3��t5:'1SEi. :p t!! MtcT, a': �C� +. ;i�n`.:wf.•«:e:.. �".!Ri.R: Linz 1 .0A per applicable codes. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUI(1NILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Word /Inspection Record Form.Doc 1/13/06 i) -j,s� (0+5- 449 PERMIT NUMBERS Corrections required prior to approval. COMMENTS: Poe. , N ILt..E12•r - •Inspector: Date: • Hrs.. $80.00 REINSPECTION FEE REQUIRED: You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. mAr T.F.D. Form F...P..113 i�- 1 Project Info Project Address Westfeild Southcenter Date 4/24/2008 231 Southcenter Mall For Building Department Use Tukwila, WA 98188 Applicant Name: Limited Brands Applicant Address: Three Limited Parkway, Columbus, OH 43230 Applicant Phone: 614 - 415 -7000 P roject} Summary P RJ -S, UM` 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form FILE COPY Permit No. Revised July 2007 r 7:. "CV2I I :1 (77 7.7,7 '9 (.77".'"771-1. - �R�VIE�E D F CODE COMPLIANCE APP ROVE May 1 52O A 'Tukwila -r� pt TuM �,� Q �� : BUZ' DING RECEIVED CITY OF TUKwu MAY .01 2008 PF.RBAtr I :E'trYE;- Project Info Project Address Westfeild Southcenter Date 4/24/2008 231 Southcenter mall For Building Department Use Tukwila, WA 98188 Applicant Name: Limited Brands Applicant Address: Three Limited Parkway, Columbus, OH 43230 Applicant Phone: 614 - 415 -7000 Project Description Non -Sales Area ❑ Plans Included requirements. ❑ New Building ❑ Addition . Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option 0 Prescriptive O Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Location (floor /room no.) Occupancy Description Allowed Watts per ft ** Area in ft Allowed x Area Sales Area Retail 1.50 3495.0 5242.5 Non -Sales Area Storage Area 0.50 1166.0 583.0 Sales Area Additional Lighting 1.50 3495.0 5242.5 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 11068.0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Sales Area A5: 6" recessed compact fluorescet 25 32.0 800.0 Sales Area BR: 3" recessed MR16 downlight 2 35.0 70.0 Sales Area L5: 6' bare lamp fluorescent strip 2 42.0 84.0 Sales Area L6: (2) 4' fluorescent strips 2 51.0 102.0 Sales Area PS: 20" incandescent decorative pendant 3 40.0 120.0 Sales Area TP(Track) : 50 watts / linear ft. 174 50.0 8700.0 Non -Sales Area F9: 4' bare lamp fluorescent strip 8 32.0 256.0 Non -Sales Area FG: 4 bare lamp fluorescent strip 1 32.0 32.0 Non -Sales Area FK: 4' bare lamp fluorescent 7 32.0 224.0 Non -Sales Area FM: (2) 4' fluorescent strips 1 58.0 58.0 Non -Sales Area N1E: 1' x 4' fluorescent troffer 1 32.0 32.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 10478.0 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting'Summ LTG -INT Revised July 2007 Maximum Allowed Lighting Wattage Proposed Lighting Wattage Notes: 1. For proposed Fixture Description, indicate fi xture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools hospitals, institutions, museums, banks, churches) 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations 1.0 Cafeterias, fast food establishments restaurants /bars 1.3 Post office 1.1 Dormitory 1.0 Retail retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia", assembly spaces 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group I -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses'', storage areas 0.5 Hotel banquet/conference /exhibition hall 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1.2 Libraries 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers 0 Other Qualification 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. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5 -60 watt T -1, T -2, T -4, T -5, T -8 lamps, and d) hard -wired elec- tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. InteriTor _ightin'g 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 TABLE 15 -1 Unit Liahtina Power Allowance (LPA Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w /ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W /ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. „A1 , . t Lighting t i ,. n g Motor, 2006 Washington State Nonresidential n t'fii- Gkini. i ,J;.. M 4 st . LTG -CHK Permit and Trans m Plans C h Energy Code Compliance Forms Revised July 2007 ProectAddress Westfeild Southcenter Date 4/24/2008 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Ene gy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations n.a. 1513.2 Area controls Maximum limit per switch n.a. 1513.3 Daylight zone control Schedule with type and features, indicate locations n.a. vertical glazing Indicate vertical glazing on plans n.a. overhead glazing Indicate overhead glazing on plans n.a. 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location n.a. (a) timer w/backup Indicate location n.a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location yes 1513.6.1 (a) occup. sensors Schedule with type and locations E03.1 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes I 1514 'Max. watts 'Indicate watts for each exit sign 14 w. I LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture E04.1 n.a. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) yes I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I TRANSFORMERS (Section 1540) yes I 1540 (Transformers 'Indicate size and efficiency I I 2006 Washington State Nonresidential Energy Code Compliance Form If "no” is circled for any question, provide explanation: 2006 Washington State Nonresidential Energ Code Compliance Form ecklist LTG Lightng'Motor tx EJ A` , I ° dl's tt$ ' and Transformers Perm Pl a n s 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Lighting - General Requirements 1513 Lighting Controls: Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a 20 ampere circuit loaded to not more than 80 %. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of turning off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk -to -dawn operation shall be controlled by either: a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk -to -dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior: Buildings greater than 5,000 ft and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously illuminated (e.g., 24 -hour convenience stores), or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fixtures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of turning off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -off' feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1514 Exit Signs: Exit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more, which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment. 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1540 — TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified in Table 4 -2 of the "Guide for Determining Energy Efficiency for Distribution Transformers" published by the National Electrical Manufacturers Association (NEMA TP- 1- 2002). Project Info Project Address Westfield Southcenter Date 4/24/2008 633 Southcenter Parkway - Space #644 For Building Department Use Tukwila, WA 98188 Applicant Name: Jeffery M Zunt Applicant Address: 3030 W Streetaboro Road, Richfield, OH 44286 Applicant Phone: 330 -659 -6688 2QOe, Washington 81ate Nonresidential Energy Code Compliance Form Project Summary PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms r - • r ' REVIEWED FOR CODE COMPLIANCE APPROVED MAY 15 2008 Ohl C ', Of Tukwila B . ILD NG LVI eCtry FILE COPY Permit No, • _ ' D C'fl r '� c'!; !scions. RECEIVED CITY OF TUKWILA (Mk ;0.1 2000 PERMIT CENTER Doe-2q4 M Revised July 2007 Cooling Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location AHU -1 Trane LPCA10 167 5000 Econo 11.00 13 .70 Indoor CU -1 Trane TTA150 146 5000 Econo 11.00 13.70 Mall Roof Fan Equipment Schedule Equip. ID Brand Name' Model No. CFM Sp' HP /BHP Flow Control Location of Service AHU -1 Trane LPCA10 5000 1.00 5.00 CV Tenant Space EF -1 Cook ACSC180 5000 0.25 2.00 VS Roof 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 LPCA10 75133 5000 Applicant Address: 22 kw 75133 100.000 330- 659 -6688 Project Info Project Address Westfield Southcenter Date 4/24/2008 633 Southcenter Parkway - Space #644 For Building Dept. Use Tukwila, WA 98188 Applicant Name: Jeffery M Zunt Applicant Address: 3030 W Streetsboro Road, Richfield, OH 44286 Applicant Phone: 330- 659 -6688 2006 Washington State Nonresidential Energy Code Compliance Form 2006 Washington State Nonresidential Energy Code Compliance Forms Mechanical Summary MECH -SUM Revised July 2007 Project Description Briefly describe mechanical system type and features. 0 Includes Plans New split air handling system with outdoor condenser and indoor air handling unit. Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 Compliance Option Q Simple System Q Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 'If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 If required. 4 COP, HSPF Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: Constant vol? Split system? Air cooled? Packaged sys? • <20,000 Btuh? fl Economizer included? If Heating Only: <5000 cfm? L <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 Heating Only 2006 Washington State Nonresidential Energy Code Compliance Form <5000 Air Cooled, Constant Vol? <70% OSA Use Complex Systems (section 1430) ingle Package Unit? Econo ncluded? Simple System Allowed (section 1420) col Ca• <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? Reference Section 1421 J Yes - Yes* Heating /Cooling or Cooling Only Yes Yes 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. Cooling Equipment Schedule Equip. ID Brand Name' Model No. Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location Tukwila, WA 98188 Applicant Name: Jeffery M Zunt Applicant Address: 3030 W Streetsboro Road, Richfield, OH 44286 Applicant Phone: 330 -659 -6688 Fan Equipment Schedule Equip. ID Brand Name Model No. CFM Sp' HP /BHP Flow Control Location of Service Efficiency Tukwila, WA 98188 Applicant Name: Jeffery M Zunt Applicant Address: 3030 W Streetsboro Road, Richfield, OH 44286 Applicant Phone: 330 -659 -6688 Heating Equipment Schedule Equip. ID Brand Name Model No. Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency Tukwila, WA 98188 Applicant Name: Jeffery M Zunt Applicant Address: 3030 W Streetsboro Road, Richfield, OH 44286 Applicant Phone: 330 -659 -6688 Project Info Project Address Westfield Southcenter Date 4/24/2008 633 Southcenter Parkway - Space #644 For Building Dept. Use Tukwila, WA 98188 Applicant Name: Jeffery M Zunt Applicant Address: 3030 W Streetsboro Road, Richfield, OH 44286 Applicant Phone: 330 -659 -6688 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary 2006 Washington State Nonresidential Energy Code Compliance Forms Project Description Briefly describe mechanical system type and features. ❑ Includes Plans Include documentation requiring compliance with commissioning requirements, Section 1416. MECH - SUM Revised July 2007 , Compliance Option Q Simple System Q Complex System Q Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. 'If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 If required. ° COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling or Cooling Only: Constant vol? ❑ Split system? L Air cooled? Packaged sys? j <20,000 Btuh? Economizer included? If Heating Only: 9 Y� <5000 cfm? o � <70 /o 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. C START Heating Only 2006 Washington State Nonresidential Energy Code Compliance Form Reference Section 1421 Simple System —�. Allowed (section 1420) otal Ca . wo economize <240,000 Btuh or 10 %? Heating /Cooling or Cooling Only Reference Section 1423 Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. Mechanical Permit Plans Checklist MECH -CHK 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address Westfield Southcenter Dat 4/24/2008 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 MO2.4 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 MO2.1 yes 1412.2 Deadband control Indicate 5 degree deadband minimum M04.1 n.a. 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types 1404 yes 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage MO2.1 yes 1412.4.2 Optimum Start Indicate optimum start controls M04.1 yes 1412.5 Heat pump control Indicate microprocessor on thermostat schedule M04.1 n.a. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans MO2.4 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy areas 1404 yes 1422 Thermostat interlock Indicate thermostat interlock on plans MO2.1 yes 1423 Economizers Equipment schedule MO2.4 1413 Air economizers yes 1413.1 Air Econo Operation Indicate 100% capability on schedule MO2.4 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 n.a. 1413.3 Integrated operation Indicate capability for partial cooling n.a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary M01.1 yes 1414.2 Duct insulation Indicate R -value of insulation on duct M01.1 yes 1415.1 Piping insulation Indicate R -value of insulation on piping M01.1 1416 Completion Requirements yes 1416.2.1 Commissioning Provide commissioning plan MO2.4 yes 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing 1402.4 yes 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training MO2.4 yes 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report MO2. 4 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. n.a. 1441 Elec. water heater Indicate R -10 insulation under tank n.a. 1442 Shut -off controls Indicate automatic shut -off yes 1443 Pipe Insulation Indicate R -value of insulation on piping P01.1 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 clrclea for any question, proviae explanation: 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Cooling Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry - bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry -bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Cooling Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 ° F dry - bulb /40 ° F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 ° F dry -bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying 1412. Optii.ium Start Controls: Heating and cooling systems with design supply air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space to desired occupied temperature levels immediately before scheduled occupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpoint and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set- up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 000 EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. 2006 Washington State Nonresidential Energy Code Compliance Form 2. are isolated from the exterior with an automatic shut -off damper complying with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall comply with Table 14 -5 requirements. Other ducts and plenums shall be thermally insulated per Table 14 -5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a zone that serves that zone. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington State Plumbing Code (WAC 51 -26) 1416 Completion Requirements (Refer to NREC Section 1416 and the Building Commissioning Guidelines, published by the Building Commissioning Association, for complete text and guidelines for building completion and commissioning requirements.) Structural Calculations For FILE COPY Bath & Body Work351 Westfield Southc mit No. Tukwila, WA pi„ r te.• - .,, ° r `.' EVIEWE F R R CODE COMPLIANCE APPROVED MAY 15 2008 Of Tukwila BUILDING DIVISION Prepared by: THORSON BAKER & Associates, Inc. 3030 W. Streetsboro Road Richfield, Ohio 44286 April 24, 2008 2008 -0187 Y: 1200812008- 01871Documents \Correspondence Outgoing \Miscellaneous 12008- 0187_CCS001(calc cover sheet).doc RECEIVED CITY OF TUKWILA 'MAY .012008 ;EN voB--2,q14 Design Criteria DC -1 Wind and Seismic WS -1 Strorefront Design SF -1 Ledge Framing Design LF -1 Check Existing Structure for Underhung AHU -1 Mechical Unit Check Existing Structure for Condenser CON -1 Mechical Unit Table of Contents Y:12008 \2008- 01871Documents \Correspondence Outgoing \Miscellaneous \2008- 0187_CCS001(calc cover sheet).doc I D E - 5 / 4 j„,) lZ _IA THORSON BAKER & Associates, Inc. Consulting Engineers � ..-4... "3- s+r i L,. _� f?- ✓-.a I ' 3 s ,s4 1 r t. ic c° r i 1 C_ r z L•" Al) 05t-c S G /s fyt /4.. sir-E C_LAss 6 N i� J h -1CIC.J L.—tn./4D '� '-s P ,P /4/41J 72.OG? L- /GJ A 5 !► Project No: 6 - 0 IS Sheet No C Project: , J Date: 4- ///,3 r{ Project Site: - r (A k (..4...)1 Lit / 1.- ' Prepared By - Al t D r 4/9 face 2s 57 L v. L. dr D /Z PP5'1 3- Second Gust Wind Velocity 1 Effective Area Exposure 85 V 1 v 100 V B V Load Direction Pick One Height Width Length 22 (ft) (ft) (ft) Leeward 150 Windward 0 200 Components and Cladding Pressure Height Adj. Leeward Press. Zone 4 Leeward Press. Zone 5 15 1.00 12.20 13.50 20 1.00 12.20 13.50 25 1.00 12.20 13.50 30 1.00 12.20 13.50 35 1.05 12.81 14.18 40 1.09 13.30 14.72 45 1.12 13.66 15.12 50 1.16 14.15 15.66 55 1.19 14.52 16.07 60 1.22 14.88 16.47 THORSON BAKER & Associates, Inc. Consulting Engineers Project No: Project: Project Site: Components and Cladding for Walls Corner Dim. 8.80 (ft) 2008 -0187 BBW Takwila, WA IBC 2006 Wind Date: Prepared By: Principal: 21- Apr -08 JAH GRB (5-Tbiz F - c:�f was THORSON BAKER & Associates, Inc. Consulting Engineers rn„�Ax , c . (,415 3X/4(w ?) 45 4 78 w2 A5ct 7-or, (13,3 - Z) Project No: 2 0 Project: 7 Project Site: 7 N A LOA /.Q 1)5 ° o 2 63 j`" 1rv� fG 1F aft C: Nti Nor; 7 / o Sheet No Date: Prepared By I//°/ Pa z fI THORSON BAKER & Associates, Inc. Consulting Engineers EISru.i (Mzerl- A,uic -e4c GI,""T5) Fp - -4 Op he_„ , (r, 5)( ,155)(6.3 rp ,'I &oC t S' F pruu , -x F ?BEN . 95 4P w � — z) ,52q8 ‘.0? > F ,4, -LS,aP f�N iZes" -- 5 Project No: -2 f3 0 G7 1 57 Sheet No 6AJ - 3 ^� pp Project: /J rJ G Date: //5/ Project Site: U �� '�� f % Prepared By. T 1 Base Shear Site Class D ■ Note: Required values denoted by blue box. S, 1.430 * enter in decimal value not percentage Si 0.489 *enter in decimal value not percentage F 1.000 F„ 1.510 SMS 1.430 SMI 0.738 SOS 0.953 SDI 0.492 Height 20 (ft) C Total Weight Base Shear THORSON BAKER & Associates, Inc. IBC 2006 Seismic Consulting Engineers Project No: 2008 - 0187 Date: 21- Apr -08 Project: BBW Prepared By: JAH Project Site: Takwila, WA Principal: GRB T� Occupancy Cat. Design Category D Basic SFRS Ordinary steel R 4 2 - 20 in ASCE 7 - 05) 0.02 0.1891 (Note: Input Ta if known) 2 (obtain from figure 22 -15 enter integer) 3 0.27238 0.00 (kips) 0.00 (kips) 'px THORSON BAKER & Associates, Inc. Consulting Engineers of.. �'r. -e- - %1 . =-L ( 1, (i—, D A-0 I `1 bL ,/// p . ,& >. r t/V :i .± 13�, A � pit A 2' a5C ( ) )41" )&e,r. M rl�i (Lr4 T, /{ 7 2 ref it- 4' 2 CG tr k),,ti).D SF X Ca ' ° v I " 30 > , 7 K Lam("- • 66q 1 -14-- a 0.1 64 .b4, I- /F .. Project No: Z D _ Q vd ) 7 Project: 8.3t-A--. Project Site: Sheet No Date: Prepared By F K GC, —6) �F tr , � - o'' /t, ' iz' i t. 'PG/44 ?Pc. ► x I (, / l /0PSF x 2 'y" L r {1 ,', w pra Per F 5 F ^ 2 < 4, SJ Z F.1 ac /. ` /h0 3 o a 6 fr.). !G eio A 14) 712 * k oµ , F F I V kt yy '2 T ( ; ; : /0,731,4 0 2s j n 7 I,,/ (5-4F ; 5 F -Z) Rev: 580003 (c)198 20 Engi 15-Jun-2007 Software Single Span Beam Analysis Page 1 2008-0187. ecw: Calculations Description Center Span Left Cantilever Right Cantilever Uniform Loads On Center Span... # 1 0.154 k/ft Center Location Moment Shear Deflection Summary Box Beam at doorway (HI) Gravity 21.00 ft ft ft 0.000 ft 0.00 k -ft 1.62 k 0.00000 in Moments... Max + © Center 8.49 k -ft at 10.52 ft Max - @ Center 0.00 k -ft at 0.00 ft © Left Cant 0.00 k -ft © Right Cant 0.00 k -ft Maximum in 8.49 k -ft Moment of Inertia Elastic Modulus Beam End Fixity On Left Cantilever... # 1 Left Cant Shears... © Left @ Right Maximum Deflections... Center @ Left Cant. © Right Cant Title : Dsgnr: Description : Scope : General Information 40.730 in4 29,000 ksi Pin -Pin k/ft 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 1.62 k 1.62 k 1.62 k Job # Date: 4:27PM 21 APR 08 On Right Cantilever... # 1 Right Cant Reactions... @ Left @ Right -0.571 in at 10.48 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft k/ft [Query Values 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 1.62 k 1.62 k Rev: 580003 User: KW -0602333 Vet 5.8.0, 15- Jun -2007 (c)1983 -2007 ENEi2CALC Engineering Software Description Center Span Left Cantilever Right Cantilever 4.00 ft ft ft On Center Span... # 1 0.030 k/ft Center Location Moment Shear Deflection Box Beam at doorway (HI) Lateral 0.000 ft 0.00 k -ft 0.06 k 0.00000 in Single Span Beam Analysis Moment of Inertia Elastic Modulus Beam End Fixity On Left Cantilever... #1 Left Cant Title : Dsgnr: Description : Scope : 1.062 in4 29,000 ksi Pin -Pin k/ft 0.000 ft 0.00 k -ft 0.00 k 0.00000 in On Right Cantilever... # 1 k/ft Right Cant Page 1 2008-01 87. ecw: Ca i cu lations 0.000 ft 0.00 k -ft 0.00 k 0.00000 in Moments... Max + @ Center Max - @ Center ._ @ Left Cant @ Right Cant Maximum = 0.06 k -ft at 2.00 ft 0.00 k -ft at 0.00 ft 0.00 k -ft 0.00 k -ft 0.06 k -ft Shears... @ Left @ Right Maximum Deflections... @ Center @ Left Cant. @ Right Cant 0.06 k 0.06 k 0.06 k Reactions... @ Left @ Right -0.006 in at 2.00 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft 0.06 k 0.06 k T 7)x-' v4,4). THORSON BAKER & Associates, Inc. Consulting Engineers 7?, C rt-*. ( L Cfi i. DA:Ds: Project No: Zr) 0 C I 7 Sheet No Project: Raw.) Date: Project Site: 7' .fr , LA) A Prepared By zl 0 C rk tjT rt t4t E T>4 sz rat" I I I 24 < A-3 1 31 o SF- ) "P11414 z: ) O 1 - o s3' "601 "02- v, '-Dtt hi 3 1 1 /g TIP 440a) dmersk L 71. AA.Ac. We, P4.1 Pe. rl " F Gis,r (7) It," 6, 1. 11 e T74 sr pr S X ; PO, 7ez,m 3 1 H ,u 3 F 7 I ict° te 4 -4- f e ?) nz,mq 7) 4 ‘ 5 C --5e ) rer, S eu re I OTL / 'S 7 e.e 2) 14 4-r ,e30s (1, 5 , 04- Er4 ): 2,0 7- 201>4F kmiT'S ° C" (4- F < 1.:°4 5 e" )5 "Pt #Q Teo G5 Li= //k ;I, A' b eWA 714) - #0 2 eAt f;474-. • aoSiiv < 1 19 /4 ,/ 1// 5 blii+.1 441G- eh II 14 St: (/) 3 -- le?, I 4 TZde-K-S ,s73 I "J / 7,,oe ,e17.„.47 S r e C Pi 7 '41 r Rev: 580003 User. KW- 0602333 Ver 5.8.0, 15- Jun -2007 (c)1983-2007 ENERCALC Engineering Software Single Span Beam Analysis Page 1 2008- 0187.ecw: Calculations Description Center Span Left Cantilever Right Cantilever On Center Span... # 1 0.051 k/ft Center Location Moment Shear Deflection L Summary Moments... Max + © Center Max - © Center © Left Cant @ Right Cant Maximum = Box Beam at doorway (LO) Gravity General Information r 21.00 ft ft ft Query Values I 2.81 k -ft 0.000 ft 0.00 k -ft 0.54 k 0.00000 in Moment of Inertia Elastic Modulus Beam End Fixity 2.81 k -ft at 10.52 ft 0.00 k -ft at 0.00 ft 0.00 k -ft 0.00 k -ft On Left Cantilever... #1 Left Cant Shears... © Left (de Right Maximum Deflections... © Center Left Cant. @ Right Cant Title : Dsgnr: Description : Scope : 18.782 in4 29,000 ksi Pin -Pin k/ft 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 0.54 k 0.54 k 0.54 k On Right Cantilever... # 1 k/ft Right Cant Reactions... © Left © Right -0.410 in at 10.48 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft Job # Date: 4:27PM, 21 '.z 08 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 0.54 k 0.54 k j Rev: 580003 User: KW -0602333 Ver 5.8.0, 15- Jun -2007 (c)1983 -2007 ENERCALC Engineering Software Description Box Beam at doorway (LO) lateral General Information Center Span Left Cantilever Right Cantilever On Center Span... #1 Query Values Center Location Moment Shear Deflection 4.00 ft ft ft 0.009 k/ft 0.000 ft 0.00 k -ft 0.02 k 0.00000 in Single Span Beam Analysis Moment of Inertia Elastic Modulus Beam End Fixity On Left Cantilever... # 1 Left Cant Title : Dsgnr: Description : Scope : 1.062 in4 29,001 ksi Pin -Pin k/ft 0.000 ft 0.00 k -ft 0.00 k 0.00000 in Job # Date: 4:07PM 22 APR 08 On Right Cantilever... #1 Right Cant Page 1 2008 -0187.ecw:Calculations k/ft 0.000 ft 0.00 k -ft 0.00 k 0.00000 in Moments... Max + @ Center Max - @ Center @ Left Cant @ Right Cant Maximum = 0.02 k -ft 0.02 k -ft at 2.00 ft 0.00 k -ft at 4.00 ft 0.00 k -ft 0.00 k -ft Shears... @ Left @ Right Maximum Deflections... @ Center @ Left Cant. @ Right Cant 0.02 k 0.02 k 0.02 k Reactions... @ Left @ Right -0.002 in at 2.00 ft 0.000 in at '0.00 ft 0.000 in at 0.00 ft 0.02 k 0.02 k THORSON BAKER & Associates, Inc. Consulting Engineers e� 3; i:. t?a:` F` re s�Je b us/A \e0m7'L X `7;L S .... w i ,sa 7o S r t/ u , Woo i) Z.. N(+<77fG Llr+ lk ` 3 Pt t X ,� 33 Z 5, 67-kr /°N. ��- e Pi 7 0,' F x � = p t♦oPLF t 2 Pt F _ !t) pL/a' S t o t t 52 . I.S Z. i3 P/ 54,0 .> , 1/1G (2) Zo )C I Ater , r ubs r,+c. 4 2,g60,&.) Gt 5�f (2) J5`� 6 iecM1. :`e —rrr CCe Ael. JLf : CET . < /, '3Z,,,t 3 X / .!- 7714 Gv Project No: 20e - DI C3 1 Project: g� Project Site: ' Kt I_ .04 O /"'z..F Wl u�; .cao��csG (� 3 t - . �`1 k t_. F F7 ). ` 6 //S7 (i3e)try°LF). ` ,637k1. wt41)t,0 tt = `/ . -c (ltN 732 4ci 1-g /tae' -M L,S r z icr e .. tom JC v O ,,J-raPc A[c , t SZi ,3 <.45,N ✓� ,1)/ ° . /33,.E >, oa��,,, ✓ l� Sheet No Date: Prepared By 5 7 Z /,.) (15z A -PO - gyp 1, ,SZ pj Dt N A4 p' -`ai l . b KL.i < "'• /Nricziet .. i�r S 3 ? ecw7Roc.5 Spa = S3 Pcs t (, = 15.2 45 f Rev: 580003 User: KW-0602333 Ver 5.8.0, 15- Jun -2007 (c)1983 -2007 ENEFkCALC Engineering Software Single Span Beam Analysis Page 1 II 2008-01 87. ecw: Calculations Description General Information Center Span Left Cantilever Right Cantilever Uniform Loads On Center Span... # 1 0.106 k/ft Query Values Center Location Moment Shear Deflection Summary Moments... Max + © Center Max - @ Center @ Left Cant © Right Cant Maximum = Box Beam at Window Gravity 6.00 ft ft ft 0.48 k -ft at 3.01 ft 0.00 k -ft at 6.00 ft 0.00 k -ft 0.00 k -ft 0.48 k -ft 0.000 ft 0.00 k -ft 0.32 k 0.00000 in Moment of Inertia Elastic Modulus Beam End Fixity On Left Cantilever... #1 Left Cant Shears... © Left © Right Maximum Deflections... © Center @ Left Cant. Right Cant Title : Dsgnr: Description : Scope : 5.720 in4 29,000 ksi Pin -Pin k/ft 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 0.32 k 0.32 k 0.32k Job # Date: 4:27PM, 21 APR 08 On Right Cantilever... # 1 k/ft Right Cant Reactions... © Left @ Right -0.019 in at 3.01 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 0.32 k 0.32 k Rev: 580003 User: KW -0602333 Ver 5.8.0, 15- Jun -2007 (c)1983 -2007 ENE(2CALC Engineering Software Description General Information Center Span Left Cantilever Right Cantilever On Center Span... # 1 Center Location Moment Shear Deflection Box Beam at Window (Lateral) 4.00 ft ft ft 0.040 k/ft 0.000 ft 0.00 k -ft 0.08 k 0.00000 in Scope : Title : Dsgnr: Description : Single Span Beam Analysis Moment of Inertia Elastic Modulus Beam End Fixity On Left Cantilever... # 1 5.720 in4 29,000 ksi Pin -Pin k/ft Left Cant 0.000 ft 0.00 k -ft 0.00 k 0.00000 in Job # Date: 4:07PM, 22 APR 08 On Right Cantilever... # 1 Page 1 2008 -0187.ecw:Calculations k/ft Right Cant 0.000 ft 0.00 k -ft 0.00 k 0.00000 in Moments... Max + @ Center Max - @ Center @ Left Cant @ Right Cant Maximum = 0.08 k -ft at 2.00 ft 0.00 k -ft at 0.00 ft 0.00 k -ft 0.00 k -ft 0.08 k -ft Shears... @ Left @ Right Maximum Deflections... @ Center @ Left Cant. @ Right Cant 0.08 k 0.08 k 0.08 k Reactions... @ Left @ Right -0.001 in at 2.00 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft 0.08 k 0.08 k THORSON BAKER & Associates, Inc. Consulting Engineers L i e " Sj 6 -i,2: v __ r✓ G 1(- %'' ✓ X I t''3 S 1- , ` i�l... F I: r t_ o 4 t� C . - „ „ ) 4 r 7$ ,act G l.. 1 t` "iv 4 riq l 1 ,r , 3 Z . DZS - ",,u X Z Ges l4N r u6o 3 e, "x I ' cM _ e It ' c.a Project No: 70 4) ' Of `P.) 7 Sheet No Project: E) t„w.) Date: Project Site: 7 " 31 LA 1 L''" A Prepared By o „uy L .. , 1,33` A 7 = o�SK 'i /`Gera 1 Rev: 580003 User: KW-0602333 Ver 5.8.0, 15- Jun -2007 (c)1983 -2007 ENERCALC Engineering Software Description Dispaly Window Center Span Left Cantilever Right Cantilever On Center Span... # 1 0.014 k/ft # 2 0.067 k/ft Point Loads Magnitude Location Center Location Moment Shear Deflection Summary 2.00 ft ft 0.75 ft 0.075 k 2.500 ft Moments... Max + @ Center 0.02 k -ft at 0,77 ft Max - @ Center -0.04 k -ft at 2.00 ft @ Left Cant 0.00 k -ft @ Right Cant -0.04 k -ft Maximum = 0.04 k -ft 0.000 ft 0.00 k -ft 0.06 k 0.00000 in Title : Dsgnr: Description : Scope : Single Span Beam Analysis General Information Moment of Inertia Elastic Modulus Beam End Fixity On Left Cantilever... # 1 #2 0.710 in4 29,000 ksi Pin -Pin k/ft k/ft #2 Job # Date: 4:27PM, 21 APR 08 Uniform Loads On Right Cantilever... # 1 k/ft k/ft Page 1 2008 -0187.ecw Calculations k Deflections... @ Center @ Left Cant. @ Right Cant k ft Left Cant 0.000 ft 0.00 k -ft 0.00 k 0.00000 in Shears... @ Left 0.06 k @ Right 0.10 k Maximum 0.10 k k ft Right Cant Reactions... @ Left @ Right -0.001 in at 0.86 ft 0.000 in at 0.00 ft -0.000 in at 2.75 ft k ft Query Values 2.000 ft -0.04 k -ft -0.10 k 0.00000 in 0.06 k 0.17 k Member Thickness Area Weight in in lb /ft lx in Gross Sx Rx ly in in in Ry in 33 ksi Effective Properties 50 Si I Effectf'e Properties Ix Sx Ma Va Ix Sx Ma in in in -k lb in in in -k Va lb Torsional Properties Jx1000 Cw Xo Ro Beta in ins in in i 1400S137 -33 ''0.0346 0.595 2.03 i 13249 1.893 4.718 0.081 0.368 - - - - - - 0.237 3.377 -0.505 4.760 0.989 ■ 1400S137 -43 0.0451 0.774 2.63 ' 17.170 2.453 4.710 0.103 0.364 - - - - - 0.525 4.288 -0.497 4.750 0.989 19.109 2.219 43.85 1177 18,345 1.998 59.82 14005137 -54 0.0566 0.967 3.29 21.317 3.045 4.696 0.124 0.358 1177 1.032 5.222 -0.490 4.735 0.989 14005137 -68 ' 0.0713 ° 1.210 4.12 26.455 3.779 4.676 0.147 0.349 24.868 T 3.008 59.43 2365 '' 23.871 2.787 83.44 2365 2.050 6.327 ' -0.481 4.714 0.990 1400S137-97 < 0.1017. 1.703 5.79 36.565 5.224 4.634 0.186 0.331 36.434 - 4.748 93.82 6939 35.366 4.417 132.24 6939 5.871 8.311 -0.461 4.668 0.990 1400S162 -54 0.0566 1.009 3.43 23.302 3.329 4.805 0.218 0.464 21.103 2.496,. 49.32 1177 20.365 2.256 67.54 1177 1.078 8.927 -0.677 4.875 0.981 1400S162 -68 0.0713 1.263 4.30 , 28.952 4.136 4.787 0.262 0.456 27.357 3.357` 66.33 2365 26.375 3.135 93.85 2365 2,141 10.882 -0.667 4.855 0.981 1400S200 -68 0.0713 " 1.335 4.54 32 284 4.612 4:918 0.494 0.608 30.684 3.824 75.56 2365 ' 29.797 3.505 104.93 2365 2.262 19.920 -0.949 5.046 0.965 14005200 -97 ` 0.1017 ` 1.881 : 6.40 44.853 6.408 4.883 0.655 0.590 44.683 . ' 5.917 , 116.93 ; 6939 43.616 5.580 167.07 6939 6.484 26.834 -0.928 5.006 0.966 14005250 -54 0.0566. 1.122 3.82 28.702 4.100 5.057 0.707 0.794 26.756:, 2.929`. 57,88 " ' 1177 26.057 2.553 76.45 1177 1.198 27.489 -1.287 5.278 0.941 1400S250-68 0.0713 1.406 4.78 35.743 5.106 5.042 0.865 0.784 34.239: 4.145 = 81.90 - 2365 33.561 3.555 106.44 2365 2.383 33.827 . - 1.276 5.260 0.941 1400S250 -97 .'0.1017 1.983 ; _ 6.75 49.764 7.109 5.010 1.160 0.765 49.579 :', 6.611 ' 130,64 ` 6939. ` 48.650 6.010 179.95 6939 6.835 ; 45.941 -1.254 5.221 0.942 14005300 -97 . 0.1017 " 2.1605 " 7.35 ` 57.596 8.228 5.163 2.260 1.023 57.393: " _ 7.722 ; 152.59 " 6939 56.383 7.263 217.45 6939 7.449 - 89.955 -1.813 5.567 0.894 1400S300 -118 ` 0.1242 2.6177 8.91 69.222 9.889 5.142 2.666 1.009 69.222' , 9.690 ~ 191.48 ` 12745 69.004 9.295 278.29 12745 13.460 106.565 -1.797 5.540 0.895 1400S350 -97 0.1017 2.2622 7.69 62.507 8.930 5.256 3.296 1.207 62.507 8.762':' 191.08 6939 62.507 8.203 245.60 6939 7.799 128.939 -2.194 5.822 0.858 14003350118. 0.1242 2.7419 - 9.33 75.200 10.743 5.237 3.903 1.193 75.200 1(1743 238,95 12745 -" 75.200 10.260 340.44 12745 14.090 153.185 -2.177 5.796 0.859 14001'100 -54 0.0566 ` 0.905 3.08 18.562 2.615 4.529 0.031 0.186 16.300 1.706 33.71 ` " 1160 15.506 1.474 44.14 1160 0.966 1.354 -0.203 4.537 0.998 14001100 -68 ` 0.0713 1.140 3.88 23.404 3.285 4.532 0.039 0.184 21.674. 2.480 ; 49.01';- ' 2322 20.662 2.207 66.09 2322 1.931 1.680 -0.201 4.540 0.998 _ 14007100 - 97' 1.625 . 5.53 - 33.441 4.659 4.537 0.053 0.180 33.212 4.127 81,54 :•" =`6761 :;; 32.031 3.783 113.27 6761 5.602 2.321, :0.196 4.544 0.998 14007125 -54 0.0566 0.933 " 3.18 19.977 2.814 4.627 0.061 0.256 17.725 1.767 : 34,91 ' . 1160 16.407 1.517 45.42 1160 0.997 2.561 -0.302 4.644 0.996 1400T125 -68 .0.0713 1.175 4.00 25.196 3.536 4.630 0.076 0.254 23.552 2.632 " 52.01 : 2322 22.620 2.293 68.64 2322 1.992 3.191 -0.290 4.647 0.996 14007 125 -97 0.1017 `1.676 -" 5.70 36.024 5.019 4.636 0.104 0.249 • . 35.775' '4.480 ' 88.53 ` 6761 34.588 4.134 123.76 6761 5.778 4.450 -0.294 4.652 0.996 1400 118 0.1242 2.046 6.96 44.068 6.106 4.641 0.123 0.245 44.068 . , 5.853.. 11 ` 12344 = 43.752 5.453 163.27 12344 10.520 5.343 - 0.290 4.657 0.996 1400T150 -54 0.0566 0.962 _ 3.27 21.392 3.013 4.717 0.105 0.330 " 18.620 • 1.810` 35,76 1160 :, 17.153 1.547 46.33 1160 1.027 4.280 -0.414 4.746 0.992 ' 14007150 -68 . 0.0713 1.211 4.12 26.987 3.788 4.721 0.130 0.327 ' 25.409 2.717 - 53.68 2322 <' 23.803 2.352 70.42 2322 ' 2.052 5.349 -0.411 4.750 0.993 - 14007150 -97 '.0.1017 1.727 5.88 38.607 5.379 4.729 0.180 0.322 38.340 4.834 95.52 -;. 6761. 37285 4.332 129.69 6761 5.953 '7.504 -0.405 4.757 0.993 14007200 -54 .0.0566 1.018 `: 3.46 24.221 3.412 4.878 0.242 0.487 20.098 1.868` 36.92 .1160 18.387 1.589 47.56 1160 1.087 9.514 -0.670 4.947 0.982 14007200 -68 " '1.0.0713 1282 4.36 30.571 4.291 4.883 0.301 0.485 27:707 2.830 55,93 °: 2322 `' 25.738 2.432 .72.81 2322 2.173, 11.932 - 0.667 4.952 0.982 14007200 -97 0.1017 1.828 6.22 43.773 6.098 4.893 0.420 0.479 43.679' : 5.174. 102.24 , 6761 41.749 4.559 136.48 6761 6.304 16.863 -0.660 4.961 0.982 14007200 -118 0.1242 , 2.232 7.60 ': 53.606 7.427 4.900 0.504 0.475 53.606' - :.7.062' ;139.54.:: 12344 !` 53.453 6.354 190.23 12344 11.478 20.450 .: - 0.655 4.967 0.983 ' 14007250 -54 0.0566 1.075 . 3.66 ! 27.051 3.811 5.017 0.458 0.653 - 21342: 1 .907. 37.68'' : 1160 19.421 1.616 48.38 1160 1.148 17.531 -0.961 5.150 0.965 14007250 -68 - 0.0713 1.354 4.61 34.154 4.794 5.023 0.573 0.650 29.615 2.906; 57.42 > `2322: 27.352 2.485 74.40 2322 2.294 22.032 -0.957 5.155 0.966 14001250 -97 . 0.1017 1:930 6.57 48.939 6.818 5.036 0.803 0.645 47.449 -" 5386 • "106.42:.;- "6761 ;: 44.883 4.708 140.94 6761 6.654 31.271 - 0.950. 5.165 0.966 14007300 -54 0.0566 1.131 3.85. 29.881 4209 5.139 0.769 0.825 22.429'. '•1.935;: 3824:: 1 20.324 1.635 48.96 1160 1.208 28.762 - 1.278 5.360 0.943 14007300 -68 0.0713 1:425 4.85 37.737 5297 5.146 0.962 0.822 31.291 2.961 ,, 58,50 ' 2322 28.775 2.523 75.54 2322 2.415 36.197 ' -1.274 5.365 0.944 14007300-97. 0.1017 - 2.032 6.91 54.105 7.538 5.160 1.353 0.816 50.615 5.540'. 109.48 6761 " 47.633 4.815 144.17 6761 7.005 51.521 -1.266 5.376 0.945 16005300 -97 ' 0.1017 2.364 8.04 79.844 9.981 5.812 2.334 0.994 78.497 9.011 :178,05. 6043 ' 76.799 8.427 252.35 6043 8.150 121.384 - 1.693 6.134 0.924 16005300 -118 0.1242 2.866 9.75 96.066 12.008 5.790 2.753 0.980 96.066° 11396: 225.20 ; 11088 94.483 10.857 325.05 11088 14.737 143.940 - -1.677 6.107 0.925 16005350-97 " 0.1017 2.466 8.39 86.270 10.784 5.915 3.409 1.176 84.926 9.771:.:193.09; 6043 83.684 8.395 251.34 6043 8.500 174.080 . -2.057 6.372 0.896 16005350 -118 . "0.1242 2.990 10.18 103.892 12.987 5.894 4.038 1.162 103.892 •12.367 244.38 11088 102.530 11.305 338.47 11088 15.376 ' 207.013 -2.040 6.345 0.897 16007125 -118 0.1242 2.294 7.81 62.755 7.637 5.230 0.125 0.233 62.755 " .: 6.965 - 137.62 `i 10783 ` 60.930 6.420 192.21 10783 11.797 " 7.142 -0.263 5.242 0.998 - 16007200- 118 - . 0:1242 .2.481 8.44 75.146 9.145 5.504 0.514 0.455 75146 8.331] 16465 10783 : 73.613 7.433 222.53 10783 12.755 27.551 -0.601 5.555 0.988 For Section Properties Table Notes see page 5 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 B = Beta coefficient lx = 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 Physical & Structural Properties Structural Studs & Track 14 -16" Western Clark sac Member Thickness Area Weight in in lb/ft lx in Sx in Gross Rx in ly Ry in in 33 ksi Effective Properties lx Sx Ma Va in in in -k lb 50 ksi Effective Properties lx Sx Ma Va in in in -k lb Torsional Properties Jx1000 Ctv Xo Ro Beta 414 in in in . ' 2:02 ;040 2.52 r Q:95: 3:15 :- 11296_:• <:4.41 ' 5.589 7.232 8.956 11.076 15.192 1.118 1.446 1.791 2215 3.038 3.498 3.491 3.478 3.461 3.424 0.077 0.097 0.117 0.140 0.177 0.409 0.405 0.398 0.389 0.369 ::'D62k .'2.13 8.025 1.605 3.577 0.168 0.518 F`3 ;183;.`x;.2.66 9.950 1.990 3.565 0204 0.511 0'672 ;2129 2:86. t51� E.357' 1 0�F �r2.44 r "089fi 3.05 ` 3.81 5.36 t`1w754< 5.97 14 7.1�J1 722 r Z4 - .764 '0;51 1 :84 .X UiG73 >;: = :..2 :31 : 2.91 v1 •4.15 241 =;432 15:27 z: 000350:54 r'}000S75n8'r 0 10065260-97, 100033004W ` 000S3b0'1 :f000S3 q.000 fi 1. .� 3.551 0.246 0.51'2 16.967 3.393 3.516 0.320 0.483 9.085 11278 13.994 19.336 10.203 12.677 15.751 21.827 25.660 30.740 28.150 33.770 6.053 7.606 9.598 13.740 6.630 8.333 10.522 15.077 18.470 1.817 2256 2.799 3.867 2.041 2.535 3.150 4.365 5.130 6.150 5.630 6.750 1.191 1.492 1.873 2.654 1.305 1.634 2.053 2.912 3.54 3.676 3.666 3.652 3.622 3.771 3.762 3.749 3.722 3.820 3.810 3.890 3.880 3.346 3.348 3.352 3.358 3.431 3.434 3.438 3.447 3.453 0.309 0.378 0.460 0.609 0.531 0.653 0.799 1.072 2.060 2.430 2.990 3.540 0.025 0.030 0.037 0.051 0.047 0.059 0.073 0.100 0.118 0.677 0.671 0.662 0.643 0.860 0.854 0.844 0.825 1.084 1.070 1.270 1.256 0.213 0212 0.209 0.204 0.290 0.288 0286 0.280 0276 7.207 9.061 11.445 16.413 8.361 10.516 13292 19.087 23.422 9.515 11.972 15.138 21.760 13.427 16.985 24.434 1.419 1.777 2233 3.170 1.646 2.062 2.594 3.686 4.489 1.873 2.348 2.954 4.202 2.633 3.314 4.719 3.507 3.511 3.516 3.526 3.640 3.645 3.651 3.664 3.674 3.751 3.757 3.764 3.780 3.852 3.860 3.878 0.080 0.370 0.100 0.368 0.124 0.366 0.171 0.360 0.183 0.539 0.228 0.537 0284 0.534 0. . ' 0.528 0.476 - 0.523 0.344 0.713 0.429 0.711 0.536 0.708 0.751 0.702 0.714 0.888 0.893 0.885 1257 0.879 r ;:1.99 5 °: =250 :{M3- 5- ( 4F4449. - 2.69~ 3139 ' 6z x':591. r- `x'289 {3s1i4 X5:18 : • `08'. 6.536 8.393 10.732 15.192 1.015 1.389 1.908 2.917 7.370 1.099 32.91 836 "0;425 3.404 9. 91 4 r' •• 0 :836 4:160 11.978 2.154 64.51 3345 - 1658 5.060 16.967 3.269 97.89 9864 4:731 6.708 "8.443 10.769 13.665 0.864 0.865 0.866 0.867 0.779 0.779 0.722 0.723 0.994 0.994 0.994 0.994 0.988 0.988 0.988 0.989 0.989 0.979 0.979 0.980 0.980 0.953 0.953 0.954 0.955 0.956 0.916 0.917 0.918 0.919 0.873 0.874 0.876. For Section Properties Table Notes see page 5 A = Cross Sectional Area lx = Moment of inertia (x -axis) Sx = Section modulus (x -axis) Clark Rx = Radius of gyration (x -axis) ly = Moment of inertia (y -axis) fly = 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 Member Thickness Area in in Gross Weight lx Sx Rx ly Ry lb /ft in in in in in 33 ksi Effective Properties lx Sx Ma Va in in in -k lb 50 ksi Effective Properties Ix Sx Ma Va in in in -k lb Torsional Properties Jxl 000 Cm Xo Ro Beta in in in in 6005250 43 00451 = o: :1.83 .600S250:-54".... 566 0.670 = 2,28 6005250 68 0713 :0.836" -:2.84 :6005250 -97 0; 017: '1 .169. 3.98 6001 43s 6007250. 6007250-68 , .600 :< 600130 -54 600130 . 600730 1 0277 ' : 0.94 `036 ':1.23 6 0452T >`t54 3 , 0.569 .1.94 7 :± 0.811 :2.76 6.-: . 1.00 - 1 1.30 6 0480 1.63 ,0605 • : 2.06 :'.0.86Z- .2.93 0311 1.06 1 0,405 s 138 09 : 1:73 141 2.18 '0 913 3.11 <0346 ;::1:18 .0.40-- .1.53 0565 :1.92 0 712 °i =015 3.45 `0 496 1:69 ::0622 2.12 �0 X83 2,67 p it6 3.80 X231` c 0 854 r 2c-91 12113'`_ 4:15 3.082 3.819 4.727 6.496 1.027 2.396 0.458 1.273 2.388 0.562 1.576 2.378 0.688 2.165 2.357 0.923 0.923 0.917 0.908 0.889 1.526 14 16 : - 2.011 22 39.. 2.518 43 47' 3.094 691 J >: 4.188 1.793 1476: 2.316 X39 2.860 434/ 3.525 4.797 y63.8 2.016 147)z j 2.683 2737 3.319 X1847,. 4.101 69147:;;; 5.612 1416' 2.973 27179 ` 3.763 4.722 69jt 6.496 0.387 0.582 0.777 1.03 1.396 0.481 0.706 0.916 1.164 1.599 0.520 0.806 1.016 1.317 1.871 11.59 17.42 23.26 30.84 50.80 14.40 21.12 30.33 39.4/ 56.73 15.57 24.12 30.41 43.71 64.53 638 1416 2823 5350 10472 638 1416 2823 5350 10472 638 1416 2823 5350 10472 0.826 24.73 1416 1.079 32.31 2823 1.388 41.55 5350 2.063 69.38 10472 0364 3.379 0.715 4.146 1.416 5.071 4.030 6.798 - 1.898 - 1.889 -1.878 - 1.857 3.193 3.180 3.164 3.130 0.647 0.647 0.647 0.648 600S13Z 33 ',0:0346 `0 318 1:08 600113 413 = <0 0451 0.413 1.41 6005137 54 .0.0566 ` 0.514 1.75 600513768 0`0713 , 0.640 2.18 60011:37 97 :0:1'017 0.889 3.03 60011:62 33' 40:0346 0.344 1.17 6 162 X4 0:0451 0.447 • 1.52 600562 68 1 .0:0713 0.693 ; . .2.36 - ':'6005162 97 ;,0.1017 . 0,966. 3.29 600S200 -33 0:0346 037.9 : 129 ;600S200 -43 0 :0451 0492 1.67 ;6005200 54 0.0566 0 613 2:09 600S200 68 0 :0713` •'0 764 , 2:60 6001200 97 '0:1017 1067 "'3.63 6007103 600,7100 5 A600T1D0= 6007100 -6 6007100 97 , _ _ 0fi 600T�25 33 .Oa;" 6001 t25 43 i r 6007 1,2:5= 6001`12 6001125 9 60.07 t .0-3 600Tj5C 600 G1 :5 60071,5 600rf59 007200," 600T2(fi4 6007200 , 600720 60&T 00 Clark 1.582 2.042 2.518 3.094 4.188 1.793 2.316 2.860 3.525 4.797 2.075 2.683 3.319 4.101 5.612 1.267 1.650 2.077 2.629 3.784 1.428 1.861 2.344 2.969 4.281 1.590 2.072 2.611 3.309 4.778 1.913 2.494 3.145 3.990 5.773 2.916 3.678 4.670 6.767 4.212 5.350 7.762 0.527 0.681 0.839 1.031 1.396 0.598 0.772 0.953 1:175 1.599 0.692 0.894 1.106 1.367 1.871 0.412 0.536 0.670 0.841 1.191 0.465 0.604 0.756 0.950 1.347 0.517 0.673 0.843 1.059 1.504 0.622 0.809 1.015 1277 1.816 0.946 1.187 1.495 2.129 1.359 1.712 2.442 Western 2.229 2.223 2.213 2.200 2.170 2.282 2.276 2.267 2255 2.229 2.340 2.335 2.327 2.316 2.293 2.140 2.140 2.144 2.149 2.159 2.204 2.205 2.209 2.215 2.228 2260 2261 2.266 2273 2.288 2.352 2.353 2.359 2.367 2.385 2.425 2.432 2.442 2.462 2.492 2.502 2.524 0.069 0.087 0.105 0.125 0.159 0.116 0.148 0.180 0218 0283 0.209 0.268 0.328 0.400 0.530 0.018 0.023 0.028 0.035 0.047 0.034 0.044 0.054 0.067 0.092 0.057 0.073 0.091 0.113 0.156 0.126 0.163 0203 0.254 0.354 Y• 0.3,03 0.377 0.472 0.662 0.622 0.778 1.096 0.464 0.459 0.452 0.443 0.422 0.581 0.576 0.570 1.560 0.541 0.743 0.739 0.732 0.723 0.705 0254 0252 0250 0.247 0241 0.339 0.337 0.335 0.332 0.326 0.426 0.424 0.422 0.419 0.413 0.604 0.602 0.600 0.597 0.591 0.781 0.779 0.776 0.770 0.957 0.954 0.948 1.094 1.551 2.061 2.629 3.784 1,169 1.670 2241 2.934 ?81 1234 1.775 2.400 3.162 4.778 1.504 2.025 2.641 3.540 5.558 2.210 2.881 3.871 6.157 3.108 4.164 6.681 0250 0.391 0.569 0.813 1.191 0.256 0.402 0.592 0.858 1.347 0260 0.411 0.609 0.891 1.444 0275 0.460 0.717 0.973 1.568 0.457 0.732 1.017 1.656 0.722 1.053 1.724 7.49 11.69 17.05 24.35 41.07 7.66 12.05 17.73 25.69 40.33 7.79 12.31 1824 26.68 4323 8.23 13.76 21.48 29.12 46.94 13.67 21.92 30.46 49.58 21.61 31.53 51.62 622 1377 2728 5350 10885 622 1377 2728 5350 10885 622 1377 2728 5350 10885 622 1377 2728 5350 10885 1377 2728 5350 10$85 2728 5350 10885 0.127 0280 0.549 1.084. 3.066 0.137 0.303 0.594 1.174, 3.329 0.151 0.334 0.655 1295 3.679 0.110 0.129 0244 0.166 0.483 0.207 0.965 0259 2.797 ` 0 :363 0.117 > 0.237 0.260 • 0.306 0.513 0.383 1.025 0.481 2.973 -0.681 0.124 , 0,389 0.275 0.503 0.543 0.630 1:086 0.794 3.148- 1.131 0.336 0.664 1.327 3.849 0:725._ _. 1.448 4.200 0.493 0.625 0.757 0.911 1.179 0.851 1.082 1.318 1.596 2.093 1.577 2.012 2.461 2.997 3.981 1.999 2.516 3.186 4.592 4.119 5.223 7.549. -0.823 -0.813 -0.804 -0.793 -0.770 -1.091 -1.081 -1.072 -1.061 -1.039 -1.479 -1.468 -1.459 - 1.448 -1.427 -0.367 -0.364 -0.361 -0.358 -0.350 - 0.523 - 0.519 -0.516 -0.512 -0.504 -0.691 - 0.687. -0.684 -0.680 -0.672 ''. 0.138: 0.845 -1.057 0.305 1.095 -1.053 0.604 1.376 -1.049 1.206 1.739 -1,045 3:499: 2.496 - 1.036. -1.447 -1.443 -1.438 -1.428 -1.856 -1.851 -1.841 2.421 2.411 2.398 2.380 2.341 2.595 2.585 2.572 2.554 2.518 2.866 2.855 2.842 2.826 2.791 2.186 2.185 2.188 2.192 2.201 2.291. 2.290 2.293 2.298 2.308 2.401 2.400" 2.404 2.409 2.420 2.648 2.647 2.650 2.656 2.667 2.930 2.933 2.938 2.949 3251 3.256 3.265 0.884 0.886 0.888 0.889 0.892 0.823 0,825 0.826 0.828 0.830 0.734 0.736 0.737 0.737 0.739 0.972 0.972 0.973 0.973 0.975 0.948 0.949 0.949 0.950 0.952 0.917 0.918 0,919 0.920 0.923 0.841 0.842 0.843 0.845 0.849 0.756 0.758 0.760 0.765 0.674 0.677 0.682. For Section Properties Table Notes see page 5 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 0.204 1 Q,15 0 246 1006, 0.294 0.996- 0 375 0.975 ;_ Member Thickness Area in in Weight lb /ft lx Sx in in Gross Rx in ly Ry in in 334(si Effective Properties lx Sx Ma Va in in in -k lb I 50 ksi Effective Properties lx Sx Ma Va in in ink lb Torsional Properties Jx1000 Cm Xo Ro in ins in in Beta 362S137 -33 362S1.37 -43 362S137 -54 362S137 -68 362S137 -97 362S162 -33 0.0346 0262 0.89 362S162 -43 0.0451 0.340 1.16 3625162 -54 : 0.0566 0.422 1.44 362S162 -68 0.0713 0.524 1.78 362S162 -97 0.1017 = 0.724 2.46 362S200 -33 0.0346 362S200 -43 0.0451 362S200 -54 0.0566 3625200 -68 362S250 -43 362S250 -54 362S250 -68 362S250 -97 0.0346 0.0451 0.0566 0.0713 0.1017 0.0451 0.0566 0.0713 0.1017` 362T100 -33 0.0346 362T100 -43 0.0451 362T100 -54 0.0566 362T100 -68 : 0.0713 362T100 -97 0.1017 0.0566 0.544 0.0713 0.685 0.1017 0.977 0236: 0.80 0.306 1.04 0.379 129 0.470 1.60 0.648 2.20 0.297 _ 1.01 0.385 1.31 0.479 1.63 0.595 :.2.02 0.826 2.81 0.430. 1.46 0.535 1.82 0.666 2.27 0.927 3.16 0.194 0253 0.318 0.400 0.570 0.66 0.86 1.08 1.36 1.94 362T125 -33 0.0346 0.212 0.72 362T125 -43 0.0451 0276 , 0.94 362I 125 -54 (1.0566 0346 1.18 362T125 -68 0.0713 0.436 1.48 362T125 -97 0.1017 0.621 2.11 362T150 -33 0.0346 0.229 0.78 362T150 -43 0.0451 0.298 1.02 362T150 -54 0,0566 0.374 1.27 362T150 -68 0.0713 0.471 1.60 362T150 -97 ` 0.1017 0.672 2.29, 362T200 -33 0.0346 0.264 , 0.90 362T200 -43 0.0451 0.343 1.17 362T200 -54 0.0566 0.431 1.47 362T200 -68 0.0713 0.543 1.85 362T200 -97 0.1017 0.773 2.63 362T250 -43 0.0451 ` 0.389 1.32 362T250 -54 0.0566 0.487 1.66 0.0713 0.614 2.09 362T250 -97 0.1017 0.875 - 2.98 362T300 -54 362T300 -68 362T300 -97 1.85 2.33 3.32. UlarK Western 0.479 0.616 0.756 0.922 1.229 0.551 0.710 0.873 1.069 1.435 0.648 0.836 1.030 1.265 1.711 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 1.307 1.917 0.966 1.224 1.565 2.300 1.425 1.823 2.682 0.264 0.340 0.417 0.509 0.678 0.304 0.392 0.481 0.590 0.792 0.358 0.461 0.568 0.698 0.944 0.200 0.260 0.326 0.409 0.579 0.232 0,302 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 1.424 1.419 1.411 1.401 1.377 1.450 1.445 1.438 1.429 1.408 1.478 1.474 1.467 1.458 1.44 1.394 1.394 1.400 1.407 1.422 1.438 1.439 1.445 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 0227 0.277 0.337 0.446 0.980 0.541 1.510 0.385 0.946 1.210 0.668 1.504 0.473 0.940 1.490 0.822 1.496 0.578 0.931 2.027 1.118 1.478 0.772 0.912 0.016 0.021 0.026 0.032 0.043 0.030 0.377 0.039 0.048 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 0288 0.286 0.284 0281 0274 0 375 0.373 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 NINNY 0 2.18Q ::, 1.051 1.456 • 2.409.. 2884:.' 0'245: '173q- 248 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 0.957 1.203 1.490 2.027 0.445 0.615 0.832 1.138 1.839 1739 0.672 480 0.914 1.259 18.34: " 4370 2.069 7.94 ' "•'484 0.985 11.19 3104. 1.364 19.21 : "", "4370 2.268 0.198 5.94 0.293 8.78 0.381 11.42 0.493 14.77 0.662 19.83 0235 7.04 0.321 9.62 0.444 13.28 0.574 17.18 0.776 23.23 0.258 7.73 0.376 11.26 0.490 14.66 0.666 19.95 0.928 27.80 0.394 11.81 0.521 15.60 0.690 20.67 1.055 31.59 0.157 4.71 0.219 6.56 0.295 8.82 0.398 11.90 0.579 19.96 1083 2141 3372 4370 5943 0207 0.405 0.797 2.233 1083 0.105 0 293 1335. =. 2141 0.230.. 0.371 1323 3372 0.451 0.449 '' 1314 4370 0.887 0.540 ; 1305... 5943 2.496 0.699. -1,286 ". 2r 2141' 0292 1.219 2:230 2.854 3372 0.571 1.489.. ' 2.222 2.843x` 4370 .1.129: 1.812 -2.213 2.829' 5943 3.197 2.402 - -2,196 2.800:?' 4 83. - 1083 0.118 0.571: " 1 2A 2141 0.261 0.726 _ 1:758 ' 2.41 3372 0.511 Q.884 . -1,750 2.40 4370 1.008 1.070 " ' 1741 2.393 5943 2.847 1404 1.724 2.363' 385" 0.338 1039 0.078 0,041 0481 150 0.464 2141 0.172 0.053 -0.477 -- 0.613 3372 0.339 0.066 ' 0473 1.5 0.792 4703 0.678 ` 0.084 . 0,469 " 1.51 1.152 6622 1.965 0.120. ` 4461 15; 0.368 0.164 4.92 1039 0.085 :. 0,075 -0,667 ' ` 1630 0 832 0.508 0.230 6.89 2141 0.187 0.097. 0.663." 1,628 0834 0.678 0.312 9.34 3372 0,369 0.122 , - 0.659 1632." 0 837,: 0.907 0.427 12.78 4703 0.738 0.155 -4655 1:637 0840'. 1.343 0.675 20.20 6622 2.140 0.223 -0.645,- 1.647 0.846 24- 0.395 0.170 5.09 1039 0.091 0.123 -0.865 ? 1.772 .0..762 - 739. , 0.547 0.239 7.15 2141 0.2Q2 0.160 - 0.860" 1.771 0.764 480_ ° 0.735 0.325 9.74 3372 0.400 0.201. . -0,856 1.774 0.767 104 0.993 0.449 13.43 4703 0.799 0.256 -0.852 t779 0.771;: 370. 1.534 0.733 21.94 6622 2.315: 0.37 " -0.843 ? 1.789 0.778 X99 901 0.908 0.167 5.00 1039 0.105 0.269 1 X82 i'. 2 100 , .0.627 0.252 2141 0.233 0.349 1.277' 2.097_; ,0.629: 0.345 10.34 7.55 3372 0.460 `' 0.441 1.273 °` 2 099 :0.632' 0.480 14.37 4703 0,919 0 562 1.268 2104 0636 0.803 24.06 6622 2.666 0.820 - 1 .259 2.112 0.645 7 0.262 7.85 2141 0.263 0.640 1.715 2.469 '_ = 0.51 0.360 10.77 3372 0.521 0.810: .711" 2.471: 0 520 0.502 15.04 4703 1.040 1:706 2.474` .' 0524 0.851 25.49 6622 1.035 1 696 2. 0.533 3,016' 1.517 0.371 0.519 11.11 3372 4703 1.161 1 0.581 1,33 6 ;: 2158 -2.163 ' 2 2.879 876 ; 0.438 0.435. 15.55 : ,7 ` '; ,. 0.887 26.54 6622 3.367 2.512 -2.147 2.884 £0.446 For Section Properties Table Notes see page 5 A = Cross Sectional Area lx = 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 Physical & Structural Properties THORSON BAKER & Associates, Inc. Consulting Engineers S 4 "-) e_ r (a 5 ;2X-6, /Or'4,m)C II ?LP F e 2 Pi- pL t / 4.466,e- 4 frt) 1-0-$4.--1•=*5 /0 Psrz ) /0 t t. et) t e' e oic e Project No: 2 " o I B 7 Sheet No: Project: 83C,A--) Date: Project Site: - Pi 14 1A-) I t Prepared By P,4 2 ea ; 7 - , ertilt- e e4 L V. 4 4, a leo t/t, 4) /36, 0 ' 4 1 1 6A e 0 3 2 I (0 ,-( MT4L 1-&b 5,4 tA eJe.. L Z 1 eJ 1 c z,AJ (sac rk, F 1"?•6 fr " ( 7 , 4 , t F -3 ,c2/6,„0 > Io , Aj 5‘ ET t 7 , 14 1, L., 1 L I 4a ' (:). ( t, b f(.) P5F ) ( 4-6, f, 1679 7 )1 0 1 L /?6P.S#' Pz-F- z+ 1 - + 6. a:it.y1-4.47.‘ t€ U .0 4. Oen 10- 5 ce Pe, 4 - 3IL (:)S <J/ l< , 1,46g (/) IA 4 /6 4,4 )44 ry ,(2,6 if A — ,14 AA it" ere_ e t i 4 "-i - Ar 2 66 ).4./ Rev: 580003 User. KW-0602333 Ver 5.8.0, 15-Jun -2007 (c)1983 -2007 ENEf2CALC Engineering Software Single Span Beam Analysis Page 1 2008- 0187.ecw:Ledge Framing Description typical joists w/ no storeage load [General Information Center Span Left Cantilever Right Cantilever On Center Span... # 1 #2 Query Values Center Location Moment Shear Deflection Summary 7.33ft ft ft 0.014 k/ft 0.027 k/ft Maximum = 0.28 k -ft 0.000 ft 0.00 k -ft 0.15 k 0.00000 in Moment of Inertia Elastic Modulus Beam End Fixity On Left Cantilever... # 1 k/ft k/ft #2 Moments... Max + @ Center 0.28 k-ft at 3.67 ft Max _ @ Center 0.00 k -ft at 7.33 ft @ Left Cant 0.00 k -ft @ Right Cant 0.00 k -ft Left Cant Shears... @ Left @ Right Maximum Deflections... @ Center @ Left Cant. @ Right Cant Title : Dsgnr: Description : Scope: 2.860 in4 29,000 ksi Pin -Pin 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 0.15 k 0.15 k 0.15 k #2 Right Cant Reactions... @ Left @ Right -0.032 in at 3.67 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft Job # Date: 4:27PM, 21 APR 08 On Right Cantilever... # 1 k/ft k/ft 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 0.15 k 0.15 k Rev: 580003 User: KW- 0602333 Ver 5.8.0, 15- Jun -2007 (c)1983 -2007 ENEI CALC Engineering Software Single Span Beam Analysis Page 1 2008- 0187.ecw:Ledge Framing Description General Information Center Span Left Cantilever Right Cantilever [Uniform Loads I On Center Span... # 1 0.010 k/ft # 2 0.125 k/ft Query Values Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear 0.49 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Summary Moments... Max + @ Center Max - @ Center @ Left Cant @ Right Cant typical joists w/ storeage live load 7.33 ft ft ft Maximum = 0.91 k -ft Moment of Inertia Elastic Modulus Beam End. Fixity 0.91 k -ft at 3.67 ft 0.00 k -ft at 7.33 ft 0.00 k -ft 0.00 k -ft Title : Dsgnr: Description : Scope : On Left Cantilever... # 1 k/ft k/ft #2 Shears... @ Left @ Right Maximum Deflections... @ Center @ Left Cant. @ Right Cant 2.860 in4 29,000 ksi Pin -Pin 0.49 k 0.49 k 0.49 k On Right Cantilever... # 1 #2 -0.106 in at 3.67 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft Job # Date: 4:27PM, 21 APR 08 Reactions... @ Left @ Right k/ft k/ft 0.49 k 0.49 k Rev: 580003 User: KW- 0802333 Ver 5.8.0, 15- Jun -2007 (0)1983-2007 ENERCALC Engineering Software Single Span Beam Analysis Page 1 2008- 0187.ecw:Ledge Framing Description General Information Center Span Left Cantilever Right Cantilever Uniform Loads On Center Span... # 1 0.012 k/ft # 2 0.014 k/ft # 3 0.063 k/ft # 4 0.100 k/ft Query Values Center Location Moment Shear Deflection Summary Moments... Max + @ Center Max - @ Center @ Left Cant @ Right Cant Maximum = typical joists w/ storage live load & part. wall 7.33 ft ft ft 1.27 k -ft 0.000 ft 0.00 k -ft 0.69 k 0.00000 in Moment of Inertia Elastic Modulus Beam End Fixity 1.27 k -ft at 3.67 ft 0.00 k -ft at 0.00 ft 0.00 k -ft 0.00 k -ft On Left Cantilever... # 1 #2 #3 #4 Left Cant Shears... @ Left © Right Maximum Deflections... © Center @ Left Cant. © Right Cant Title : Dsgnr: Description : Scope : 2860 in4 29,000 ksi Pin -Pin k/ft k/ft k/ft k/ft 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 0.69 k 0.69 k 0.69 k Job # Date: 4:27PM, 21 APR 08 On Right Cantilever... # 1 #2 #3 #4 Right Cant 0.000 ft 0.00 k -ft 0.00 k 0.00000 in Reactions... @ Left @ Right -0.148 in at 3.67 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft k/ft k/ft k/ft k/ft 0.69 k 0.69 k I I t THORSON BAKER & Associates, Inc. Consulting Engineers Project No: Project: Project Site: DECK DIMENSIONS Width Length Height TYPICAL JOISTS SPAN Clark W. Allow Longitudinal WIND B H P Transverse WIND B H P TYPICAL STUDS DL LL Joist Span P L Clark Western Allow LATERAL LOADS SEISMIC slab on grade 6.75 ft 7.33 ft 8.00 ft 7.33 ft 9.08 ft OK 10.00 psf 125,00 psf 7.33 658.05 lbs 8.00 ft 2530.00 lbs 5.00 psf 3.00 ft 16.00 ft 0.24 kips 5.00 psf 7.33 ft 16.00 ft 0.59 kips STORAGE DECK DESIGN 2008 -0187 Date: BBW Prepared By: Tukwila, WA Principal: (web stiffeners required) L 3.00 W 7.33 DL 10.00 psf LL 125.00 psf Mech Units 0.00 lbs Wall Weight 0.25 kips WEIGHT 1.16 kips Cs 0.27 V base shear 0.31 kips Vserviee 0.22 kips NOTE: Compare longitudinal, transverse and seismic to determine what will govern. 21- Apr -08 JAH GRB Strap Thickness Gage Thickness 18 0.0451 16 0.0566 14 0.0713 12 0.1017 10 0.1242 XB b(ft) h(ft) Trib(ft) P(kips) M(ft-kips) T =C (kips) Lb(ft) Tb(kips) XB -1 7.33 8 58.64 0.2932 2.3456 0.32 10.8502949 0.434011797 STRAP T 0.43 Fy 33.00 ksi Ar 0.02 in Strap width 3.00 in Strap thickness 0.05 in Strap Area 0.14 OK HOLDOWN T 0.32 kips Tallow 1.45 kips (For Simpson S /LTT20) OK Longitudinal Force XB b(ft) 0.59 kips 0.24 kips XB -3 3.83 8 30.64 0.12 0.96 0.25065274 8.86954903 0.277897098 STRAP T 0.28 Fy 33.00 ksi Ar 0.01 in Strap width 3.00 in Strap thickness 0.05 in Strap Area 0.14 OK h(ft) Trib(ft) HOLDOWN T 0.00 kips Tallow 1.45 kips (For Simpson S /LTT20) OK P(kips) M(ft -kips) T =C (kips) Lb Tb 1,1,,DE214,,"zG, MA); r: THORSON BAKER & Associates, Inc. Consulting Engineers tv 1,A)e k-f 7 (5) et tt.Vg,„710A.1 e: ti (l) 3E4 -t D11...71 r er3// o..rb S re.) fil 7c) etA , 110 0 / Od c t'S t) 0 le, SO (4, 2 .7.i t r ARA. t...‘zok srzt t '1 ,D zi - D ,s7S Project No: a / 7 Sheet No: Project: 7:6 3 6 Date: Project Site: riiKt..01 LA IAJ A Prepared By " 4. ) 4 A) 4 4.-4,/44) e 000 I ,u 1_ 1 4t,s e„. L) r 2 gp p "Pdio I-06 1Z) 2 ? 3,44.A ubl 5 RAJ- 2 c P4• K. t I t' I I 1. /7,, 2L , 141F ,/cOgts ,/701 laft,a0 i' 0 • VA-44, " 47/ L ••-• /LI rt!' &I 7:04 ,4 #0. t ao 3, 14 /'/1 tc " frf L c - Pcv,v`r 10,4 / 2 co C 6 LI 0 c-C- r 2AS otarT ) 1-(a e 11— 1,/" s ti pc l*.d 1-45, 5 , " ■ Rev: 580003 User: KW- 0602333 Ver 5.8.0 15- Jun -2007 (c)1983 -2007 ENERCALC Engineering Software Single Span Beam Analysis Page 1 2008 -0187.ecw:RTU Aynlisis Description Existing Joists w/ AHU Loads [General Information Center Span Left Cantilever Right Cantilever Uniform Loads On Center Span... # 1 0.150 k/ft Point Loads # 2 0.120 k/ft Magnitude Location Center Location Moment Shear Deflection Summary Moments... Max + CO Center Max - @ Center. © Left Cant © Right Cant Maximum = 24.00 ft ft ft 0.250 k 8.167 ft 21.37 k -ft 0.000 ft 0.00 k -ft 3.48 k 0.00000 in Moment of Inertia Elastic Modulus Beam End Fixity On Left Cantilever... #1 k/ft k/ft #2 0.250 k 16.750 ft 21.37 k -ft at 11.98 ft 0.00 k -ft at 0.00 ft 0.00 k -ft 0.00 k -ft Left Cant Shears... @ Left @ Right Maximum Deflections... @ Center © Left Cant. @ Right Cant Title : Dsgnr: Description : Scope : 1,000.000 in4 29,000 ksi Pin -Pin k ft 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 3.48 k 3.50 k 3.50 k On Right Cantilever... #1 k ft #2 Job # Date: 4:27PM, 21 APR 08 [Query Values Right Cant 0.000 ft 0.00 k -ft 0.00 k 0.00000 in Reactions... © Left © Right -0.077 in at 12.02 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft k ft k/ft k/ft 3.48 k 3.50 k Rev: 580007 User: KW- 0602333, Ver 5.8.0, 15- Jun -2007 (c)1983 -2007 ENERCALC Engineering Software Steel Beam Design Page 2008 -0187,eav:RTU Aynliais Description Existing Beam 12 B 14 w AHU Toads General Information Steel Section W12X14 Center Span Left Cant. Right Cant Lu : Unbraced Length DL LL ST Start Location End Location Dead Load Live Load Short Term Location Summary #1 0.120 0.150 Using: W12X14 section, Span = 24. End Fixity = Pinned - Pinned, Lu = 0 Moment fb : Bending Stress fb / Fb Shear fv : Shear Stress fv / Fv Force & Stress Summary Maximum 22.38 k -ft Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left 3.65 k Shear © Right 3.67 k Center Defl. -0.906 in Left Cant Defl 0.000 in Right Cant Defl 0.000 in ...Query Defl @ 0.000 ft 24.00 ft 0.00 ft 0.00 ft 0.00 ft #2 #1 #2 0.250 0.250 8.167 16.750 OOft, Fy = 36.0ksi .00ft, LDF = 1.000 Actual 22.384 k -ft 18.028 ksi 0.759 : 1 3.669 k 1.540 ksi 0.107 : 1 DL Only 11.58 1.85 1.87 -0.470 0.000 0.000 0.000 Reaction © Left 3.65 1.85 Reaction © Rt 3.67 1.87 Fa calc'd per Eq. E2 -1, K *Ur < Cc I Beam Passes Table B5.1, Fb per Eq. F1 -1, Fb = 0.66 Fy Pinned- Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #3 Allowable 29.502 k -ft 23.760 ksi 3.65 3.67 -0.906 0.000 0.000 0.000 3.65 3.67 #4 #4 Title : Dsgnr: Description : Scope : Distributed Loads Note! Short Term Loads Are WIND Loads. II Point Loads Notel Short Term Loads Are WIND Loads. 34.301 k 14.400 ksi Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy 36.00 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi «- These columns are Dead + Live Load placed as noted - -» LL LL +ST LL LL +ST @ Center C Center @ Cants @ Cants 22.38 -0.906 0.000 0.000 0.000 3.65 3.67 #5 #5 #6 Max. Deflection Length /DL Defl Length /(DL +LL Defl) 0.000 0.000 0.000 0.000 #6 Job # Date: 4:27PM, 21 APR 08 #7 #7 k k k ft Beam OK Static Load Case Governs Stress k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k k/ft k/ft k/ft ft ft -0.906 in 612.7 : 1 317.9:1 Rev: 580007 User: KW-0602333, Ver 5.8.0, 15-Jun-2007 (c)1983-2007 ENERCALC Engineering Software Steel Beam Design Page 2 2008-0187.ecw:RTU Aynlisis Description Existing Beam 12 B 14 w AHU loads Section Properties W1 2X14 Depth Web Thick Width Flange Thick Area Rt 11.910 in 0.200 in 3.970 in 0.225 in 4.16 in2 0.950 in Weight hoc Iyy Sxx Syy R-xx Values for LRFD Design.... R-yy J 0.070 in4 Zx Cw 80.60 in6 Zy K Title : Dsgnr: Description: Scope : 14.13#/ft 88.600 in4 2.360 in4 14.900 in3 1.190 in3 4.620 in 0.753 in 17.400 in3 1.900 in3 0.525 in Job # Date: 4:27PM, 21 APR 08 res THORSON BAKER & Associates, Inc. Consulting Engineers S{ S 1 -E?r� f CAF - _00 /Pc l 1 � /r:„ ` 33,N > . (S I,L .'.Y : xtej 4, LE Z S Project No: Project: Project Site: r. k ' «' 4 / et IA 0 ,k) 1.4 -7) � u / Pi? F r„z odi r4 Tr L .!{ Sheet No Date: Prepared By yl z 1148 :TA 41 S F H to Rev: 580007 User: KW -0602333, Ver 5.8.0, 15- Jun -2007 (c)1983 -2007 ENERCALC Engineering Software 'xaxiarx�eatx xn Description Channel for AHU General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : C8X11.5 Center Span Left Cant. Right Cant Lu : Unbraced Length Note! Short Term Loads Are WIND Loads. Dead Load Live Load Short Term Location #1 0.175 0.330 6.00 ft 0.00 ft 0.00 ft 0.00 ft #2 #3 0.175 5.330 Using: C8X11.5 section, Span = 6 End Fixity = Pinned - Pinned, Lu = Moment fb : Bending Stress fb / Fb Shear fv : Shear Stress fv / Fv .00ft, Fy = 36.0ksi O.00ft, LDF = 1.000 Actual 0.143 k -ft 0.211 ksi 0.009 : 1 0.219 k 0.125 ksi 0.009 : 1 Allowable 16.117 k -ft 23.760 ksi 25.344 k 14.400 ksi Beam OK Static Load Case Governs Stress Max. Deflection Length /DL Defl Length /(DL +LL Defl) -0.001 in 67,399.7 : 1 67,399.7 : 1 Max. M + Max. M - Max. M @ Left Max. M @ Right Depth Web Thick Width Flange Thick Area Xcg Dist. Values for LRFD Design.... J Cw Maximum 0.14 k -ft Section Properties C8X11.5 8.000 in 0.220 in 2.260 in 0.390 in 3.37 in2 0.000 in 16.50 in6 DL Only 0.14 Shear @ Left 0.22 k 0.22 Shear © Right 0.20 k 0.20 Center Defl. -0.001 in Left Cant Defl 0.000 in Right Cant Defl 0.000 in ...Query Defl @ 0.000 ft 0.000 Reaction @ Left 0.22 0.22 Reaction @ Rt 0.20 Fa calc'd per Eq. E2 -1, K'Ur < Cc I Beam Passes Table B5.1, Fb per Eq. F1 -1, Fb = 0.66 Fy -0.001 0.000 0.000 0.20 Weight lxx IYY Sxx Syy R -xx R -yy 0.130in4 Zx Zy K Steel Beam Design Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together «- These columns are Dead + Live Load placed as noted -» LL LL +ST LL LL +ST as Center Cad Center (a, Cants (a. Cants 0.000 0.000 0.000 0.000 #4 Title : Dsgnr: Description : Scope : 11.45 #/ft 32.500 in4 1.310 in4 8.140 in3 0.775 in3 3.110 in 0.623 in 9.630 in3 1.570 in3 0.938 in -0.001 0.000 0.000 0.000 0.22 0.20 #5 Fy 36.00 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi 0.000 0.000 0.000 0.000 #6 Job # Date: 4:07PM, 22 APR 08 Page 1 2008- 0187.ecw:RTU Aynlisis MulamormEATem #7 k k k ft k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k Rev: 580003 (c)198 KW-0602333, 00 f(CALC Engi 15-Jun-2007 Software Single Span Beam Analysis Page 1 2008- 0187.ecw:RTU Aynlisis Description Angle under AHU unit General Information Center Span Left Cantilever Right Cantilever 10.00 ft ft ft Uniform Loads On Center Span... #1 Center Location Moment Shear Deflection Summary Moments... Max + © Center Max - @ Center Left Cant Right Cant 0.300 k/ft Maximum = 3.75 k -ft 0.000 ft 0.00 k -ft 1.50 k 0.00000 in Moment of Inertia Elastic Modulus Beam End Fixity 3.75 k -ft at 5.01 ft 0.00 k -ft at 10.00 ft 0.00 k -ft 0.00 k -ft On Left Cantilever... #1 Left Cant Shears... @ Left Right Maximum Deflections... Center © Left Cant. Right Cant Title : Dsgnr: Description : Scope : 8.760 in4 29,000 ksi Pin -Pin k/ft 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 1.50 k 1.50 k 1.50 k -0.266 in at 5.01 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft Job # Date: 5:48PM, 23 APR 08 On Right Cantilever... # 1 k/ft Right Cant 0.000 ft 0.00 k -ft 0.00 k 0.00000 in Reactions... Left Right 1.50 k 1.50 k 1lNiliI 7 x 7 Pre farmed $1ZE fins.) Aft pi 1/16 480 8 , .....3 • 3132 920 16 118 1,700 28 28 5132 • 2,600 46 7 i t IP ' t 4 "" 1 4 51Z C V" ") A Ers ° 41h - ot 1/4 . ` , ^ ) , z 118 1,700 29 9 , 4 19 pf.rom, 5132 - - -2,400 , _ 45 A .,:xi.,6 t qf v 3/16 3.700 65 116 ' 114 - . 110 2,800 5116 _6 9,000 173 65 318 ' • 12.000 243 Itteli: $0Z It 1,0X ti • Tre. to TlAtale: re31131:e op:rev:et: S.D.7.4fe. CL' s lerwhi 1,1.1, t...e ON 'times, 7 x 7 Peet°, Inti GALVANIZED SIZE m-) O 117. th' (IL,.) I A . 11;: ' ,: Z i 1116 430 8 3132 420 16 41` 110 1,700 28 5132 • 2,600 46 3116 3,700 64 1/4 ' 6,100 , 106 9 , 4 19 pf.rom, $1z( v4,4 At t it h rt o tt;E I A . 11;71 : we r A .,:xi.,6 t qf v 3/32 1.050 16 116 2000 . 29 5132 2,800 45 3116 4,100 65 7132 5,600 86 114 7,000 • 110 5/16 9,000 173 316 14,400 ' 243 °lose Window http://www.lynxrigging.com/charts/aireraft.html AIRCRAFT CABLE Close Window I Print this page LYNX Chain & Cable Inc. PO Box 1035 Tannersville, NY 12485 Phone: 1-800-335-5766 Fax: 518-589-6291 Email:info(glypxrigging.coro Page 1 of 1 7/24/2007 6 ru S IA) 1--1&.,11 7 THORSON BAKER & Associates, Inc. Project No: Z ` / S No t`.-1 — 1 Consulting Engineers _ w / Project: . .S/S Date: V Z! U ea r• / S' 0 K- c F- / F LaA-:• n.t1 (5) .I Z 1S ILi L ,► 'CO kLF fit_= ,1 z c7 tG�G Gas 4-'50 / Z. - /' ' Project Site: ,..o Prepared By —TA g ►—'- i f raAD e.- 1r-°j er G rU rz �( r4l..L F� .- aZE ti l S /J N —PG G OI\1 C-46 ?r L.as c 2 -- to ( S E. awre-zeo4LL a stxcrc i>c,/k Gcani 3) LL :" 5wu(( .) /Co LL r /A5 ,)70 V.L. T . 3? -3:..e 1 o,2 , i iSc ZS" Grf5 pr t.pArz . u l f' C T /' 6,?ra A-c.L can.) t( ( —fG Jf 7—`( tiv A4 I, 3, 35 '< il = Li, 3 re r 1 < P /r -9i mftzt4u Rev: 580007 User KW- 0602333, Ver 5.8.0, 15-Jun-2007 (c)1983 -2007 ENERCALC Engineering Software Steel Beam Design Page 1 2008- 0187,ecw:RTU Aynlisls Description Steel Section : WI2X14 Center Span Left Cant. Right Cant Lu : Unbraced Length Existing Beam 12 B 14 w/ condenser Toad ©1' -9" General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 II Distributed Loads Notel Short Term Loads Are WIND Loads. DL LL ST Start Location End Location Dead Load Live Load Short Term Location Summary #1 0.120 0.150 #1 0.175 1.750 Force & Stress Summary 24.00 ft 0.00 ft 0.00 ft 0.00 ft #2 Point Loads Note! Short Term Loads Are WIND Loads. #2 #3 #3 Center Defl. -0.833 in -0.397 Left Cant Defl 0.000 in 0.000 Right Cant Defl 0.000 in 0.000 ...Query Defl @ 0.000 ft 0.000 Reaction © Left 3.57 1.77 Reaction @ Rt 3.42 1.62 Fa calc'd per Eq. E2 -1, K'L/r < Cc I Beam Passes Table B5,1, Fb per Eq. F1 -1, Fb = 0.66 Fy Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together -0.833 0.000 0.000 0.000 #4 Using: W12X14 section, Span = 24.00ft, Fy = 36.0ksi End Fixity = Pinned - Pinned, Lu = 0.00ft, LDF = 1.000 Actual Allowable Moment 20.610 k -ft 29.502 k -ft fb : Bending Stress 16.599 ksi 23.760 ksi fb / Fb . 0.699: 1 Shear 3.572 k 34.301 k fv : Shear Stress 1.499 ksi 14.400 ksi fv /Fv 0.104:1 Title : Dsgnr: Description : #4 Scope: -0.833 0.000 0.000 0.000 #5 #5 Fy 36.00 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi #6 #6 0.000 0.000 0.000 0.000 Job # Date: 4:27PM, 21 APR 08 Max. Deflection Length /DL Defl Length /(DL +LL Defl) #7 #7 k k k ft k/ft k/ft k/ft ft ft Beam OK Static Load Case Governs Stress «- These columns are Dead + Live Load placed as noted --» DL LL LL +ST LL LL +ST Maximum Oniv (5 Center @ Center @ Cants @ Cants Max. M + 20.61 k -ft 9.81 20.61 k -ft Max. M - k-ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 3.57 k 1.77 3.57 k Shear @ Right 3.42 k 1.62 3.42 k 0.000 in 0.000 in 0.000 in 0.000 in 3.57 3.57 k 3.42 3.42 k -0.833 in 725:4: 1 345.8: 1 Rev: 580007 User: KW-0602333, Ver 5.8.0, 15-Jun-2007 _ (c)1983-2007 ENERCALC Engineering Software Steel Beam Design Page 2 2008-0187.ecw:RTU Aynlisis Description Section Properties W12X14 Depth Web Thick Width Flange Thick Area Rt Existing Beam 12 B 14 w/ condenser load @ 1'-9" 11.910 in 0.200 in 3.970 in 0.225 in 4.16 in2 0.950 in Weight hot lyy Sx Syy R-)c< Values for LRFD Design.... R-yy J 0.070 in4 Zx Cw 80.60 in6 Zy K Title: Dsgnr: Description: Scope : 14.13 #/ft 88.600 in4 2.360 in4 14.900 in3 1.190 in3 4.620 in 0.753 in 17.400 in3 1.900 in3 0.525 in Job # Date: 4:27PM, 21 APR 08 Rev: 580007 User. KW- 0602333, Ver 5,8.0, 15- Jun -2007 (c)1983-2007 ENERCALC Engineering Software Steel Beam Design Page 1 2008- 0187.ecw:RTU Aynlisis Description General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section W12X14 Center Span Left Cant. Right Cant Lu : Unbraced Length DL LL ST Start Location End Location Dead Load Live Load Short Term Location Summary Max. M + Max. M - Max. M @ Left Max. M @ Right Existing Beam 12 B 14 w/ condenser load @ 2'-6" Distributed Loads Note! Short Term Loads Are WIND Loads. 11 #1 0.120 0.150 Point Loads Note! Short Term Loads Are WIND Loads. III #1 0.175 2.500 Using: W12X14 section, Span = 24. End Fixity = Pinned - Pinned, Lu = 0 Moment fb : Bending Stress fb /Fb Shear fv : Shear Stress fv / Fv Force & Stress Summary Maximum 20.68 k -ft 24.00 ft 0.00 ft 0.00 ft 0.00 ft #2 #2 OOft, Fy = 36.0ksi .00ft, LDF = 1.000 Actual 20.677 k -ft 16.652 ksi 0.701 : 1 3.566 k 1.497 ksi 0.104:1 DL Only 9.88 -0.400 0.000 0.000 Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together #3 #3 Shear @ Left 3.57 k 1.77 Shear @ Right 3.43 k 1.63 Center Defl. -0.836 in Left Cant Defl 0.000 in Right Cant Defl 0.000 in ...Query Defl @ 0.000 ft 0.000 Reaction @ Left 3.57 1.77 Reaction @ Rt 3.43 1.63 Fa calc'd per Eq. E2 -1, K "Ur < Cc I Beam Passes Table 85.1, Fb per Eq. F1 -1, Fb = 0.66 Fy Allowable 29.502 k -ft 23.760 ksi 34.301 k 14.400 ksi «_ These columns are Dead + Live Load placed as noted - -» LL LL +ST LL LL +ST 0 Center ldz Center Cal Cants @ Cants 20.68 3.57 3.43 -0.836 0.000 0.000 0.000 3.57 3.43 #4 #4 Title : Dsgnr: Description : Scope : -0.836 0.000 0.000 0.000 3.57 3.43 #5 #5 Fy Load Duration Factor Elastic Modulus #6 #6 Max. Deflection Length /DL Defl Length /(DL +LL Defl) 0.000 0.000 0.000 0.000 Job # Date: 4:27PM, 21 APR 08 36.00 ksi 1.00 29,000.0 ksi #7 k/ft k/ft k/ft ft ft #7 k k k ft Beam OK Static Load Case Governs Stress k -ft k -ft k -ft k -ft k k 0.000 in 0.000 in 0.000 in 0.000 in k k -0.836 in 719.8: 1 344.5: 1 Description Depth Web Thick Width Flange Thick Area Rt 11.910 in 0.200 in 3.970 in 0.225 in 4.16 in2 0.950 in Values for LRFD Design.... J 0.070 in4 Cw 80.60 in6 Weight lxx Iyy Sxx Syy R-xx R-yy Title: Dsgnr: Description: Scope : Job # Date: 4:27PM, 21 APR 08 Rev: 580007 User: KW-0602333, Ver 5.8.0, 15-Jun-2007 (c)1983-2007 ENERCALC Engineering Software Steel Beam Design Page 2 2008-0187.ecw:RTU Aynlisis Existing Beam 12 B 14 w/ condenser load @ 2'-6" [Section Properties W1 2X14 14.13 #/ft 88.600 in4 2.360 in4 14.900 in3 1.190 in3 4.620 in 0.753 in Zx 17.400 in3 Zy 1.900 in3 K 0.525 in Rev: 580003 User: KW-0602333 Ver 5.8.0, 15-Jun -2007 (c)1983 -2007 ENERCALC Engineering Software Single Span Beam Analysis Page 1 2008 -0187.ecw:RTU Aynlisis Description Center Span Left Cantilever Right Cantilever On Center Span... # 1 0.150 k/ft # 2 0.120 k/ft Magnitude Location Center Location Moment Shear Deflection L Summary Moments... Max + © Center Max - © Center (de Left Cant Right Cant Existing Joists w/ Condenser Loads 1 -9" General Information 24.00 ft ft ft Uniform Loads Point Loads 0.175 k 1.750 ft Query Values Maximum = 19.59 k -ft 0.000 ft 0.00 k -ft 3.40 k 0.00000 in Moment of Inertia Elastic Modulus Beam End Fixity 19.59 k-ft at 11.98 ft 0.00 k -ft at 24.00 ft 0.00 k -ft 0.00 k -ft On Left Cantilever... # 1 #2 k ft Left Cant Shears... © Left © Right Maximum Deflections... Center Left Cant. © Right Cant Title : Dsgnr: Description : Scope : 1,000.000 in4 29,000 ksi Pin -Pin k/ft k/ft k ft 0.000 ft 0.00 k -ft 0,00 k 0.00000 in 3.40 k 3.25 k 3.40 k On Right Cantilever... #1 k ft #2 Reactions... © Left © Right -0.070 in at 11.98 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft k ft k/ft k/ft Right Cant 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 3.40 k 3.25 k Rev: 580003 User: KW- 0802333 Ver 5.8.0, 15- Jun -2007 (c)1983-2007 ENERCALC Engineering Software Single Span Beam Analysis Page 1 2008- 0187.ecw:RTU Aynlisis Description General Information Center Span Left Cantilever Right Cantilever Uniform Loads On Center Span... # 1 0.150 k/ft # 2 0.120 k/ft k/ft k/ft Point Loads Magnitude 0.175 k Location 2.500 ft Query Values Summary Moments... Max + © Center Max - © Center Left Cant Q Right Cant Maximum = Existing Joists w/ Condenser Loads 2'-6" 24.00 ft ft ft Moment of Inertia Elastic Modulus Beam End Fixity 19.66 k-ft at 11.93 ft 0.00 k -ft at 24.00 ft 0.00 k -ft 0.00 k -ft 19.66 k -ft On Left Cantilever... # 1 #2 k ft Shears... @ Left Right Maximum Deflections... © Center Left Cant. (cD Right Cant Title : Dsgnr: Description : Scope : 1,000.000 "in4 29,000 ksi Pin -Pin k/ft k/ft k ft 3.40 k 3.26 k 3.40 k On Right Cantilever... #1 k ft #2 Job # Date: 4:27PM, 21 APR 08 Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear 3.40 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Reactions... @ Left Right -0.070 in at 11.98 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft k ft 3.40 k 3.26 k PLAN 'VIETs00.9 COPY W/ROUTING SLIP ACTIVITY NUMBER: D08 -254 PROJECT NAME: BATH AND BODY WORKS SITE ADDRESS: 231 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # DATE: 5 -1 -08 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 61i-06 B I tt g e ivislorT Puyi s 5_Lr) bt1 �, � 'O 13 FirePleven t on Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Pla ning Division Permit Coordinator DUE DATE: 5 -6 -08 Not Applicable E Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS R UTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Notation: Documents/routing slip.doc 2-28-02 DUE DATE: 6-3 -08 Approved with Conditions Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 1 'Z Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 .Z G 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 l (v 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 Property Street Address City Kt414 1 w/S- letss We.a`F111Lp r-P' - ,11l/3 Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name j�, C�'l -F 41,44- V ( l e ) (if applicable) / T6 Owner's Phone Number (with Area Code) 20; ) 070 ( Property Contact Phone Number (with Area Code) Owner's Mailing Address LI 4, o) i^)1 LV State ZIP UeS A ts1- C t_�J' C t o A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total F'xture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 0, 6 RCE 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. 1 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 cored data for determination of a revised capacity charge. Vitr/Og Property Tax ID # LL) Party to be Billed (if different from owner) L Lhti P 151 pr 11-0 ' r ' 1' :t45. co L ''(f; by 43 0 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 - No Was building on Sanitary Sewer? .ZYes ❑ 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: RECEIVED seVrS eA rii ! X '�„Jl" t ;�.fi',P '';Y '0 i . f , Art, i Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) = 187 C. Total Residential Customer Equivalents: (add A & B) A B 0. 64, 0 Signature of Owner /Representative Date Print Name of Owner /Representative 1%14, f CI-1 &tom 1058 (Rev. 9/07) • White — Kino County Yellow — Local Sewer Aoencv Pink — Sewer Customer 'T(.4 1 -1 1 4 -- RCE RCE ODB-26q# Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 HANOVER INS CO 1592447 04/10/2002 Until Cancelled 01/01/1980 $12,000.0004/15 /2002 3 HANOVER INS CO 1592447 08/22/1997 04/10 /2002 $6,000.00 2 THE HANOVER INS CO 1601683 08/11/1996 08/11/1997 $6,000.00 1 �� DG 46011010767932 08/11/1993 08/11/1996 $6,000.00 Name Role Effective Date Expiration Date HENDERSEN, JON E Cancel Date 01/01/1980 Amount GUSTIN, ROBERT L 6 01/01/1980 59192110001 HENDERSON, JON E /2009 01/01/1980 JAWORT, DAN AGENT 01/01/1980 Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 6 ZURICH AMERICAN INS CO 59192110001 03/29/200603/29 /2009 $1,000,000.0003 /24/2008 Untitled Page Page 1 of 2 Business Owner Information Bond Information Insurance Information General /Specialty Contractor A business registered as a construction contractor with LFtI 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. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company HORIZON RETAIL CONST INC 2626386000 1458 HORIZON BLVD RACINE WI 53406 OUT OF STATE CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 601483044 ACTIVE HORIZRC072N5 CONSTRUCTION CONTRACTOR 8/25/1993 4/15/2009 GENERAL UNUSED https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License= HORIZRC072N5 08/19/2008 ' ARTMENT OF LABOR AND INDUS •S REGISTERED AS :PROVIDED BY LAW AS CONS T:CONT GENERAL REGIST HORIZON . RETAIL CONST INC 1 HORIZON BLVD RACINE WI 53406 F625 -052 -000 (8/97) Detach And Display Certificate REGISTERED F AS plt.OVIDED, BY LAW AS CONST CONT GENE EXP DATE OR ZZRC072N5'. ?4/15/ r� HORIZON REr, i4 1458 HORIZO RACINE WI L signature . Issued by DEPARTMENT'O,E ; I„ABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold SHEET SHEET TITLE Ai L A A Q 7 ARCHITECTURAL A00 PROJECT INFORMATION A00.0 COVER SHEET A00.1 RESPONSIBILITY SCHEDULE A00.2 DOOR AND FINISH SCI- IEDULES A00.3 NOT Uri' ED A01 TEMPORARY WORK AOI.I DEMOLITION PLAN A02 CONSTRUCTION A02.I CONSTRUCTION PLAN A04 REFLECTED CEILING A04.1 REFLECTED CEILING PLAN _ A05 FLOOR $ WALL FINISH A05.1 FLOOR * WALL FINISH PLAN A06 PRESENTATION $ FIXTURE PACKAGE A06.1 PRESENTATION PLAN A07 INTERIOR ELEVATIONS A07.1 INTERIOR ELEVATIONS AOB STOREFRONT CONSTRUCTION A08.1 STOREFRONT PLAN * ELEVATION A05.2 STOREFRONT SECTIONS A03.3 NOT USED A06.4 STOREFRONT DETAILS AO8.5 STOREFRONT DETAILS AIO CABINET ASSEMBLY A10.1 PERIMETER * PASS -TIRU DETAILS A10.2 PERIMETER CABINETRY DETAILS A10.3 NOT USED A10.4 DEMONSTRATION SINK DETAILS A10.5 PASS -THRU DETAILS All BACKWRAP /CASHWRAP ASSEMBLY A11.1 BAGKWRAP WALL DETAILS Al1.2 CASHWRAP DETAILS Al2 CONSTRUCTION DETAILS Al2.1 PARTITION DETAILS Al2.2 FLOOR, BASE AND TRIM DETAILS Al2.3 CEILING AND LIGHTING DETAILS AI3 BACK OF HOUSE A13.I TOILET ROOM DETAILS A14 NON -SALES ASSEMBLY A14.1 STOCKROOM 51-IELVING DETAILS A14.2 STOCKROOM DETAILS A14.7 STOCKROOM SHELVING DETAILS A15 SPECIFICATIONS A15.I SPECIFICATIONS A15.2 SPECIFICATIONS A15.3 SPECIFICATIONS A15.4 SPECIFICATIONS TOTAL; 30 SHEETS STRUCTURAL 501.1 STRUCTURAL SPECIFICATIONS AND NOTES 502.1 STOREFRONT FRAMING PLAN 503.1 STRUCTURAL CONSTRUCTION DETAILS SO4.1 LEDGE FRAMING PLAN AND DETAILS 505.1 MEGH SUPPORT FRAMING PLAN AND DETAILS S06.1 INFILL SLAB * MASONRY OPENINGS TOTAL: 6 51-IEETS A MEP ELECTRICAL E01.1 ELECTRICAL SPECIFICATIONS E02.1 ELECTRICAL POWER PLAN E02.4 ELECTRICAL POWER PLAN NOTES E03.1 ELECTRICAL LIGHTING PLAN E04.1 ELECTRICAL LIGHT FIXTURE SCHEDULE E04.2 ELECTRICAL DETAILS E05.1 ELECTRICAL PANELS AND RISER DIAGRAM FIRE ALARM FO1.1 FIRE ALARM PLAN F01.4 FIRE ALARM PLAN NOTES AND DETAILS FIRE PROTECTION F02.1 FIRE SPRINKLER HEAD PLAN F02.4 FIRE PROTECTION SPECIFICATIONS AND DETAILS MECHANICAL M01.1 MECHANICAL SPECIFICATIONS MO2.1 MECHANICAL PLAN MO2.4 MECHANICAL PLAN NOTES M03.1 MECHANICAL DETAILS M04.1 MECHANICAL RESPONSIBILITY SCHEDULES PLUMBING P0I.1 PLUMBING SPECIFICATIONS P02.1 FLUMBING PLAN AND DIAGRAMS P03.1 PLUMBING DETAILS TOTAL: 1 SHEETS GRAND TOTAL: 55 SHEETS 1. ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS DOCUMENTS AND THE ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LSD *C 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 LSD4C 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 51-1ALL BE RESPONSIBLE FOR LOSS AND /OR DAMAGE TO THESE ITEMS. 4. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 5. DURING ALL PHASES OF WORK, DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ADJACENT AND NEIGHBORING TENANTS. 6. 'TYP.' SHOULD MEAN THAT THE CONDITION 15 REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT. UNLESS OTHERWISE NOTED, DETAILS ARE USUALLY KEYED AND NOTED 'TYP.' ONLY ONCE WHEN THEY FIRST OCCUR. 7. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 8. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT DIMENSIONS AND NUMBER OF ITEMS PROVIDED. UPON DISCOVERY OF DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND ENGINEERING DRAWINGS, THE GENERAL CONTRACTOR SHALL NOTIFY THE LSDC PROJECT MANAGER IMMEDIATELY. 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 51-1ALL, 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 BIDDING, G.G. TO VERIFY ANY ROOF WARRANTIES WITI -1 LANDLORD AND INCLUDE IN CONTRACT. 11. 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 SHALL 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. FIRE SPRINKLER AND SIGNAGE SHOP DRAWINGS TO BE SUBMITTED UNDER SEPARATE COVER. 13. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS TI-IAN 2 -A OR 2- A/10BC WITHIN 75' TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING DURING CONSTRUCTION. 14. CONTRACTOR TO PROVIDE MINIMUM THREE FIRE EXTINGUISHERS (TWO IN SALES AND ONE IN NON- SALES) OR AS REQUIRED BY FIRE MARSHALL. VERIFY EXACT LOCATIONS WITH L5D4G PROJECT MANAGER PRIOR TO INSTALLATION. G.G. TO MAKE SURE ALL FIRE EXTINGUISHERS ARE CERTIFIED PRIOR TO TURNOVER OF STORE. SEE FIRE PROTECTION SPECIFICATIONS. 15. GENERAL CONTRACTOR TO PROVIDE DRAFTSTOPPING AND /OR FIREBLOCKING IF REQUIRED BY THE LOCAL JURISDICTION. 16. A 44" CLEAR AISLE SHALL BE PROVIDED AND MAINTAINED THROUGH ROOMS TO EXIT DOORS. 17. NO FOOD 15 TO BE PREPARED, STORED OR SERVED ON THE PREMISES. 18. ALL SECURITY DOOR AREAS TO BE PROVIDED WITH A KEY LOCKING DEVICE 50 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). 1GI. ONLY PANIC HARDWARE APPROVED AND LISTED BY THE STATE FIRE MARSHALL SHALL BE INSTALLED. 20. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING 50 OR MORE PERSONS. 21. DOORS OPENING INTO ONE -HOUR FIRE - RESISTIVE CORRIDOR SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP FIRE ASSEMBLY HAVING A MIN. 20 MINUTE RATING. 22. EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND THE TWO LAMPS SHALL BE ENERGIZED FROM SEPARATE CIRCUITS. ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES WIRING SYSTEM. IN THE EVENT OF FAILURE OF THIS SYSTEM, I LLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY BACKUP SYSTEM. EMERGENCY LIGHTING SHALL GIVE A VALUE OF MINIMUM ONE FOOTGANDLE AT FLOOR LEVEL, UNIFORM THROUGHOUT EGRESS PATH. 23. FIRE DAMPERS SHALL BE PROVIDED BY MECHANICAL SUBCONTRACTOR WHERE DUCTS PENETRATE FIRE -RATED WALLS OR CEILINGS. REFER TO MECI- IANICAL DRAWINGS. 24. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE, OR EFFORT. 25. BATHROOM IS NOT TO FACILITATE MORE THAN (15) EMPLOYEES. GENERAL NOTES 1. THE GENERAL CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS AND FURNISH THE STORE MANAGER WITH THE CERTIFICATE OF OCCUPANCY. CONTRACTOR TO ALSO PROVIDE A LIST OF NAMES, ADDRESSES, AND TELEPHONE NUMBERS FOR ALL SUBCONTRACTORS, INCLUDING ALL OWNER PROVIDED SUBCONTRACTORS. A LETTER OF COMPLIANCE WITH THE AMERICAN DISABILITIES ACT SHALL ALSO BE PROVIDED. ALL ITEMS TO BE PERMANENTLY MOUNTED IN SEPARATE 8 I /2" x 1V' PICTURE FRAMES (3 TOTAL) IN MANAGER'S AREA AT FACE HEIGHT, AND ONE COPY PROVIDED TO OWNER'S PROJECT MANAGER. INCLUDE THIS INFORMATION IN THE PROJECT CLOSEOUT PACKAGE. 2. PUNCHLIST ITEMS ARE TO BE COMPLETED WITHIN 7 DAYS OF ISSUANCE AND PRIOR TO THE CONSTRUCTION COMPLETION DATE. 3. PRIOR TO STORE OPENING, THE G.G. IS RESPONSIBLE TO ARRANGE FOR A CERTIFIED INDEPENDENT BALANCING CONTRACTOR TO BALANCE H.V.A.C. SYSTEM. REFERENCE AIR BALANCE COVER FORM AND PROCEDURES LISTED ON MECHANICAL DRAWINGS. CONTRACTOR SHALL PROVIDE THE LANDLORD AND THE OWNER'S PROJECT MANAGER WITH A COPY OF THE BALANCE REPORT. 4. IF REQUIRED BY LANDLORD, THE G.G. 51-IALL SECURE THE NECESSARY APPROVAL OF STORE'S SPRINKLER SYSTEM FROM LANDLORD'S FIRE INSURANCE CARRIER. 5. G.C. SHALL TURN OVER (3) SETS OF KEYS TO STORE MANAGER CLEARLY MARKING EACH KEY FOR IDENTIFICATION. 6. G.G. SI-IALL 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. 7. G.C. 51-IALL EXPLAIN OPERATION OF ALL MECHANICAL SYSTEMS TO STORE MANAGER. S. G.G. SHALL ASSEMBLE AND INSTALL REMAINING OWNER SUPPLIED FIXTURES * HARDWARE ARRIVING ON MERCI - IANDISE TRUCK. q• G.G. IS RESPONSIBLE TO PROVIDE (1) 30 YARD TRASH CONTAINER FOR ALL INITIAL MERCHANDISE PACKING PRIOR TO STORE OPENING. 10. ONE (1) AS -BUILT SET OF DRAWINGS SI-IALL REMAIN ON SITE IN PLAN TUBE HOLDER. 11. G.G. I5 RESPONSIBLE TO INSTALL CABINET SHELVES - SPACING. 12. IF BARRICADE IS REMOVED PRIOR TO STORE OPENING, INSIDE OF STOREFRONT WINDOWS AND BLACK PLASTIC VIEWS INTO THE STORE. REFER TO CABINET SECTIONS FOR G.G. TO INSTALL KRAFT PAPER ON ON GRILLE TO BLOCK CUSTOMER TURNOVER REQUIREMENTS PLAN DETAIL REFERENCE S1 -IEET NUMBER PLAN SECTION REFERENCE 51-IEET NUMBER SECTION DETAIL REFERENCE SHEET NUMBER ELEVATION REFERENCE SHEET NUMBER CABINET /FIXTURE TYPE ABV A.F.F. ALUM BD BLKG B.O. B/W CALCS CLG COL CONC CONSTR CONT C.T.F. C/W EA ELEV ELY EQ EXIST EXT BOARD BLOCKING BOTTOM OF BACKWRAP CALCULATIONS CENTERLINE CEILING COLUMN CONCRETE CONSTRUCTION CONTINUOUS GUT TO FIT CASH WRAP EACH ELEVATION ELEVATOR EQUAL EXISTING EXTERIOR GYP. BD. GYPSUM BOARD I.D. INSIDE DIMENSION BLDG SECTION REFERENCE -• xx/Axx.x ELEVATION HEIGHT TARGET - X' -Y" A.F.F. LOCATION IN SPACE -•Y LOCATION LAYOUT ORIGIN --• LAYOUT POINT SYMBOLS LEGEND ABOVE ABOVE FINISH FLOOR ALUMINUM F.G.D. FINISH CABINET DIMENSION FCIC FURNISHED BY CONTRACTOR; INSTALLED BY CONTRACTOR FD FLOOR DRAIN F.D. FIELD DETERMINED FIN FINISH FL FLOOR FLG FLOORING FLUOR FLUORESCENT FRT FIRE RETARDANT TREATED F.O. FINISHED OPENING FOIO FURNISHED BY OWNER; INSTALLED BY OWNER F.R. FITTING ROOM G.C. GENERAL CONTRACTOR H.C. HANDICAPPED H.D.F. HIGH DENSITY FIBERBOARD HGT HEIGHT HORIZ HORIZONTAL HR HOUR INCAND INCANDESCENT INT INTERIOR LSDC LIMITED STORE DESIGN * CONSTRUCTION LAV LAVATORY L.L. LEASE LINE MAX MAXIMUM M.D.F. MEDIUM DENSITY FIBERBOARD MECH MECHANICAL MFG MANUFACTURER MSC MISCELLANEOUS MIN MINIMUM MTL METAL N.P. NEUTRAL PIER N.T.S. NOT TO SCALE O.C. ON CENTER O.D. OUTSIDE DIMENSION OPNG OPENING PL FLEX PLYWD PREFIN RAD REQD (REF) R.O. SECT SHT SIM SQ STL STRUCT PLATE PLEXIGLASS PLYWOOD PREFINISHED RADIUS REQUIRED REFERENCE ROUGH OPENING SECTION 5HEET SIMILAR SQUARE STEEL STRUCTURE TEMP TEMPERATURE THRU THROUGH T.O. TOP OF TYP TYPICAL U.O.N. UNLESS OTHERWISE NOTED V.C. VOLUME CONTROL VERT VERTICAL V.I.F. VERIFY IN FIELD W/ WITH ND WOOD 1A1/0 WITHOUT CODED NOTE DOOR NUMBER REVISION SYMBOL REVISION CLOUD CEILING HEIGHT CEILING FINISH ADDITIONAL NOTES ---- -• •o • Q c3 NOTE NOTE FINISH CALL -OUT [ • FINISH ADDIT IONAL NOTES NOTE REVISIONS PROHIBITION ON REUSE: THESE DRAWINGS AND SPECIFICATIONS WERE PREPARED FOR USE ON A SPECIFIC SITE CONTEMPORANEOUSLY WITH THEIR ISSUE DATE. THEY ARE NOT INTENDED FOR USE ON A DIFFERENT PROJECT SITE OR AT A LATER TIME. REUSE OF THESE DRAWINGS AND SPECIFICATIONS, OR ANY REPRODUCTION THEREOF, ON ANOTHER PROJECT IS PROHIBITED AND CONTRARY TO LAW UNLESS EXPRESSLY AUTHORIZED IN WRITING BY LIMITED STORE PLANNING, INC., D /B /A LIMITED STORE DESIGN AND CONSTRUCTION ( "LSDC "). THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF LSDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH LSDC. NO REPRODUCTION OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE LSDC. ALL ORIGINALS OR REPRODUCTIONS OF THESE DRAWINGS AND SPECIFICATIONS MUST BE RETURNED TO LSDC UPON COMPLETION OF THEIR INTENDED USE, UNLESS OTHERWISE AGREED BY THE LSDC. COPYRIGHT NOTICE: THESE DRAWINGS AND SPECIFICATIONS ARE COPYRIGHTED AND SUBJECT TO COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. THE PROTECTION INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN CESSATION OF CONSTRUCTION, BUILDING SEIZURE, AND /OR MONETARY LIABILITY. PROJECT SCOPE: THIS PROJECT IS THE RELOCATION AND EXPANSION OF THE EXISTING "BATH BODY WORKS" STORE. WORK 15 TO INCLUDE, BUT NOT BE LIMITED TO, THE PARTIAL REMODEL OF EXISTING FLOORING, WALL CONSTRUCTION, LIGHTING AND CEILINGS AND INCLUDES EXTERIOR STOREFRONT CONSTRUCTION. NOTE: USAGE HISTORY: PROPOSED USE: SCOPE OF WORK BATH $ BODY WORKS GYMBOREE BATH * BODY WORKS SPACE NUMBER(S): 644 4 645 IS TO BE USED EXCLUSIVELY FOR RETAIL SALES STORE TYPE: BATI -I 4 BODY WORKS LOCATION: WESTFIELD SOUTHCENTER LEVEL: 1 OF 1 APPLICABLE CODES: INTERNATIONAL BUILDING CODE W /WASHINGTON AMENDMENTS - 2006 UNIFORM PLUMBING CODE W /WASHINGTON AMENDMENTS - 20% INTERNATIONAL MECHANICAL CODE W /WASHINGTON AMENDMENTS 2006 NATIONAL ELECTRICAL CODE - 2005 WASHINGTON STATE ENERGY CODE - 2006 INTERNATIONAL FIRE CODE VI/WASHINGTON AMENDMENTS - 2006 BUILDING OCCUPANCY USE GROUP: M- MERCANTILE CONSTRUCTION CLASSIFICATION: TYPE: II -B FIRE PROTECTION: DEMISING WALL 1 HR SALES /NON -SALES WALL CEILING 0 COLUMNS 0 SPRINKLERED: ENTIRE SALES * NON -SALES AREA OF STORE TO RECEIVE AN AUTOMATIC FIRE SPRINKLER SYSTEM AS PER APPROVED FIRE PROTECTION PLANS. OCCUPANT LOAD: 122 REQUIRED EXITS: NUMBER: 2 INDEPENDENT EXITS WILL BE PROVIDED MAXIMUM TRAVEL DISTANCE: 250-0" RESTROOM REQUIREMENTS: WATER CLOSETS: 1 REQUIRED FOR MALE 1 REQUIRED FOR FEMALE LAVATORIES: 1 REQUIRED FOR MALE I REQUIRED FOR FEMALE URINALS NOT REQUIRED DRINKING FOUNTAINS NOT REQUIRED PUBLIC ACCESS NOT REQUIRED UNISEX PERMITTED ACCESSIBILITY REQUIREMENTS: ACCESSIBLE TO THE PHYSICALLY HANDICAPPED IN ACCORDANCE WITH THE GUIDELINES OF THE AMERICAN DISABILITIES ACT CODE SYNOPSIS THIS SET OF DRAWINGS WAS ORIGINATED BULLETIN UPDATE NO. 062Fa.00 OB2Fa.01 USING THE BBW 082Fa MASTERS BULLETIN UPDATE SCHEDULE S.F. BREAKDOWN 1. GROSS AREA: (2 ., 3 ' -4 ) DOES NOT INCLUDE tt5 UNIMPROVED AREA 2. SALES AREA: INCLUDES SAL= FLOCK, LLLV -TCR PUBLIC STAIRS, ENTRY (VESTIBULE) w FITTING ROOMS. 3. STOCK AREA: INCLUDES STOCK /STAGING, OFFICE(S) 4. AUXILIARY AREA: MECN /ELEC /TELCO ROOM(S), LAVATORY(5), EXIT CORRIDORS DUMBWAITER 5. UNIMPROVED AREA: ALL SPACE ABANDONED 5Y BRAND OR RETURNED TO LANDLORD 6. LINEAR FRONTAGE: INCLUDES ALL LINEAR FRONTAGE FROM NEUTRAL. PIER TO NEUTRAL PIER 4661 S F 122 3495 5 F. 30 117 961 S F 300 205 SF 300 1 0 SF 46 - L F OCCUPANT LOAD OCCUPANT FACTOR LOAD ABBREVIATIONS KEY PLAN DESCRIPTION CCTV SYSTEM CCTV MONITOR ALARM SYSTEM YES / NO NO NO NO SECURITY MATRIX 1. G.C. TO PROVIDE EJECTOR PUMP ALTERNATE BID. SEE P02.1 ALTERNATES DRAWING INDEX DRAWING ISSUANCE CD N/A BULLETIN UPDATE NO. DRAWING ISSUANCE =l• BULLETIN UPDATE NO. E COVPLLL `°i( ...., i 1" R nn r s Ce 17 r r wt d r° DRAWING ISSUANCE M WESTFIELD SOUTHCENTER TUKWILA, WASHINGTON 98188 AREA CALCULATIONS Limit C BATH & BODY WORKS STORE NO. 4200351 WESTFIELD SOUTHCENTER SPACE NO. 644 231 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 TENANT'S REPRESENTATIVES PROJECT MANAGER: DONALD MARSCHNER (14) 415 -7413 PURCHASING AGENT: BR I A SAALMAN (614) 415 -5277 PROJECT DESIGNER: SARAH WOLF (614) 415 -7353 GENERAL CONTRACTOR BID LANDLORD WE57FIELD CORPORATION TENANT COORDINATION, 14TH 11601 WILSI -LIRE BOULEVARD LOS ANGELES, CALIFORNIA TEL: (310) 478 -4456 CONSULTANTS ARCHITECTURAL MBH ARCHITECTS ATTN: MONICA JAMLANG / JOHN SCI-IM I D 2470 MARINER SQUARE LOOP ALAMEDA, CALIFORNIA 94501 TEL: (510) 865 -8663 / FAX: (510) 565 --1611 MECHANICAL / ELECTRICAL / PLUMBING TI- IORSON BAKER * ASSOCIATES ATTN: JOHN D. KRUTKO 3030 NEST STREETSBORO ROAD RICHFIELD, 01-110 44286 TEL: (330) 659 -6688 / FAX: (330) 659-6675 STRUCTURAL T I- IORSON BAKER t ASSOCIATES ATTN: JO1-IN I --TILL 3030 NEST STREETSBORO ROAD RICI- IFIELD, OHIO 44286 TEL: (330) 659 -6688 / FAX: (330) 659 -6675 FILE COPY s Permit No. O f Plar review approval Is Subject to errors and omissions. Approval of construction documents does not asulhorime the violation of any adopted code or ordinance. Receipt c! approved Field Copy and c Shams is acknowledged: By, • fir Date: cc=' - (9 _ o , City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. DAWN LE BRAKUS FLOOR (206) 502 -6070 90025 SEPARATE PERMIT REQUIRED FOR I echanical Electrical lumbing Gas Piping City of Tukwila BUILDING DIVISION DENNIS MICHAEI STATE OF wAtiu:r••• RECEIVED ;rry b! - n w wuk lAY r) 7008 • v:20s LSD &C PROJECT NUMBER: 00052388 ISSUED: APRIL 25, 2008 BID DATE: JUNE 16, 2008 GENERAL SALES AREA FURNISHED BY INSTALLED BY REMARKS O G L O G EX RIOR CONDITIONS CEILING /LEDGE CEILING • • • • GYP. BD. CEILING @ 6' -6" A.F.F. SWIPLAP OOD PLANKING • • • SF -3, ORIENTED I-10 ONTALLY BRAKE MTL. ( • CIA) • N/A TILE rLBQR+NG MT -2; SEE E ATION FOR SEAM LOC ■ • ONS CERAMIC TILE BASE • WOOD PLANK FLOORING FC -11; E ELEVATIONS METAL CLAD BASE • • 0 SEE A05.1 FC-B • • -2 MT -3; SEE ELEVATIONS ALUMINUM WINDOW SYSTEM • = �- / \� \ ' --- / ' \ • KAWNEER TRIFAB 451. "INTERPON D2000 BONE WHITE" GLAZING FILM _ SF -4, SF -5 AND SF -B (WHERE APPL - — - C D1'N$N • • EXTERIOR ENTRY ODORS HARDWARE ` FRP WALL FINISH WOOD 13A5E • REFER TO DOOR SCI - IEDULE WALK -OFF MAT �� (4 B -3, SURFACE- MOUNTED . • • • FC -14 SEE MEP DRAWINGS REFER TO 5140P DRAWINGS FOR INTERNAL SHELF LIGHTING • CANOPY * LIGHT TROUGH (BRAKE MTL.) • • MOP HOLDER H05E HOLDER • • MT -2 CANOPY LIGHTING • • FRICTION C STRIPE, DOUBLE AND MIRRORS GARCY STUDS _ T • CANOPY DOWNLIGHTS • • IN WALL BEI-IIND UNIT 4 CABINETS 51-IELVING * HARDWARE • • COMPACT FLUORESCENT FIXTURE SIGNAGE (ON CANOPY) • PRESENTATION / FLOOR FIXTURES • • INC DING ATTACHMENT ILLUMINATED SIGN • - G.C. TO USE "LOC TITS" WHEN INSTALLING DOOR/DRAWER PULLS • • • • • EXTERIOR G'r• DE WOOD CAP MARKETING RAILS • • • N/A REFER TO STOR 'ONT INTE • LLY ILLUMINATED HLU1; LED TRANSOM • • • • ACCE550RIES BACKWRAP CABINET • • •H• TOILET PAPER * PAPER TOWEL I- IOLDERS, COAT HOOK ADA SIGNAGE ALUM. KICKPLATES • GENERAL SALES AREA FURNISHED BY INSTALLED BY REMARKS O G L O G L CEILING /LEDGE CEILING • • • • GYP. BD. CEILING @ 6' -6" A.F.F. REFER TO REFLECTED CEILING PLAN • • N/A TILE rLBQR+NG FLOOR TILE WOOD PLANK FLOORING • • • 0 SEE A05.1 FC-B LIGHT FIXTURES $ LAMPS • HARDWOOD TRIMS • • , - * T -5 STANDARD RESTROOM FINISHES WD -3 -- N/A - — - C D1'N$N • • FC -4 FRP WALL FINISH WOOD 13A5E • SF -1 B -3, SURFACE- MOUNTED CABINETRY FRAMING CLIPS • • • SEE MEP DRAWINGS REFER TO 5140P DRAWINGS FOR INTERNAL SHELF LIGHTING • • • MOP HOLDER H05E HOLDER CABINETRY WIRING • • • • FRICTION C STRIPE, DOUBLE AND MIRRORS GARCY STUDS _ T • • • IN WALL BEI-IIND UNIT 4 CABINETS 51-IELVING * HARDWARE • • • SHELVES PRESENTATION / FLOOR FIXTURES • . • G.C. TO USE "LOC TITS" WHEN INSTALLING DOOR/DRAWER PULLS DEPARTMENT SIGNAGE • • • MARKETING RAILS • • N/A SEE A04.1 FOR LOCATIONS CASHWRAP CABINET • • ACCE550RIES BACKWRAP CABINET • • •H• TOILET PAPER * PAPER TOWEL I- IOLDERS, COAT HOOK ADA SIGNAGE ALUM. KICKPLATES • • • FLOORING FILL AND PREPARATION NON -KEYED ROLL TYPE PAPER TOWEL HOLDER • • • • TRAFFIC COUNTER • • CONDUITS 4 J BOX BY G.C. MUSIC SYSTEM SPEAKERS • • WIRING PROVIDED HY G.C. RF TECH WIRING AND ANTENNA • • CONDUITS * J BOX BY G.G. btGUKI 1 T LArItKA N/A CCI V VItW MONII OR N/A CCTV BRACING 4 ANCHORING =KO r< Ai.A STRUCTURAL STRUCTURAL WORK - REFER TO STRUCTURAL DRAWINGS PASS -THRU GYP. BD. PORTAL N/A MECHANICAL WORK - REFER TO MECHANICAL DRAWINGS WOOD PORTAL • • WD -3 METAL LIGHT TROUGH • • PAINT PT -7 PORTAL BASE • • B -3; PAINT PT -7 EXCEPT AT DEMO SINK DEMONSTRATION SINK ft COUNTERTOP • • SIDE $ BACK SPLASHES (FOR COUNTERTOP) • • CERAMIC TILE WALL PLUMBING • SINK ABOVE COUNT RTOP NLY T-4; WALLS ADJACENT BASE AT DEMO SINK • • SURFACE- MOUNTED; 8 -3; PAINT PT -1 DEMO SINK MIRROR • • CORIAN NICIIE SI IELF NON -SALES CEILING (EXPOSED STRUCTURE) • • LIGHT FIXTURES t LAMPS • • FLOORING . • FC -4; FC -5; FC -13 VINYL BASE • • 8 -1 F.R.P. PANEL • • APPLY ON WALLS OVER 9" WIDE. SEE A05.1 FOR LOCATIONS. REAR SERVICE DOOR • • SEE DOOR SCI- IEDULE REAR SERVICE LIGHTING • • MATCH MALL STANDARD REAR SERVICE DOOR DELIVERY BUZZER SYSTEM • • EMERGENCY OPERATIONS CENTER BACK DOOR STICKER • • BULLETIN BOARDS • • MOUNT BOTTOM AT 36" A.F.F. SHELVING UNITS (FIXED * MOBILE) • • PERIMETER SHELVES • • PERIMETER SHELVING HARDWARE • • STANDARDS, BRACKETS, CLIPS, ETC. METAL WALL CORNER GUARDS • • DRAWING PLAN TUBE HOLDER • • HOOKS • • LOCKERS • • MUSIC CONTROL SYSTEM • • MANAGER'S WORKSTATION • • SAFE • • CADINI� T • • TOILET ROOM rYnn1VnGY WI ■ smog ■ AVVGY o 1 n O G L O G L CEILING /LEDGE • • GYP. BD. CEILING @ 6' -6" A.F.F. LIGHT FIXTURES 4 LAMPS • • ALT - ' • - - B OOM FINISHES FLOOR TILE • SEE A05.1 WALL TILE • • , - * T -5 STANDARD RESTROOM FINISHES FLOOR TILE • • FC -4 FRP WALL FINISH • SF -1 PLUMBING FIXTURES • • SEE MEP DRAWINGS MOP SINK WITH 42" 1-105E . • MOP HOLDER H05E HOLDER • • FRICTION C STRIPE, DOUBLE AND MIRRORS . • HANDICAP GRAB BARS • • SHELVES • . SHELVING HARDWARE • • N/A CABINET (NG -17) ACCE550RIES • • TOILET PAPER * PAPER TOWEL I- IOLDERS, COAT HOOK ADA SIGNAGE • • NON -KEYED ROLL TYPE PAPER TOWEL HOLDER • • STRUCTURAL STRUCTURAL WORK - REFER TO STRUCTURAL DRAWINGS MECHANICAL MECHANICAL WORK - REFER TO MECHANICAL DRAWINGS ELECTRICAL ELECTRICAL WORK - REFER TO ELECTRICAL DRAWINGS PLUMBING PLUMBING WORK - REFER TO PLUMBING DRAWINGS STOREFRONT NEUTRAL PIERS REVEAL STRUCTURAL STEEL LEASE LINE TO CLOSURE LINE FLOORING r LIGHT FIXTURES * LAMPS PEDESTRIAN PLAQUE COUNTERTOP AT DISPLAY AREA WOOD FRAME AT DISPLAY WINDOW (SALES SIDE) ANGLE SUPPORT FRY REGLET METAL CORNER INTERIOR CONDITIONS 5HIFLAP WOOD PLANKING BRAKE MTL. (FASCIA) BRAKE MTL. ADI- IESIVE METAL CLAD SASE GLAZING it GLAZING CHANNEL ROLLING GRILLE ROLLING GRILLE ACCESS PANEL CANOPY (BRAKE MTL.) CANOPY UPLIGHT FIXTURES * LAMPS CANOPY DOWNLIGHT5 16" NIGH SIGNAGE (ON CANOPY) 6" TI -TICK METAL FRAME CAP 5" THICK WOOD FRAME J r J 0 G L r J FURNISHED BY INSTALLED BY REMARKS • • • • • • • • • • • • • • • 0 G L • • • • • • • • • • • • • • • • • • SEE A02.1 AT NEUTRAL PIERS AT TENANT'S SIDE OF LEASE LINE PL -1 N/A PREFINISHED WHITE SF -2, ORIENTED HORIZONTALLY MT -2; SEE ELEVATION FOR SEAM LOCATIONS 5 -2 MT -2, MT -3; SEE ELEVATIONS G -4 INCLUDING GRILLE SUPPORT, BY ALUMATEK AT GYP. BD. CEILING MT -2; CANOPY * LIGHT 51-1IELD FLUORESCENT FIXTURE COMPACT FLUORESCENT FIXTURE INCLUDING ATTACHMENT WINDOW AT PLANKING SIDE; MT -2 WINDOW AT MTL. SIDE; WD -3 N/A GENERAL DEMISING WALL (CMU / METAL STUDS) DEMISING WALL GYP. BD. CONCRETE SLAB FLOOR LEVELING (AS REQUIRED) INSULATION (AS REQUIRED) IN -WALL BLOCKING GYP. BD. PARTITIONS DOORS, DOOR FRAMES, $ HARDWARE PAINT / COATINGS TEMPORARY TELEPHONE FIRE EXTINGUISHERS EXIT LIGHTS ACCESS PANELS DEMOLITION DEMOLITION BARRICADE: CONSTRUCTION $ PAINTING BARRICADE GRAPHICS (TENANT) BARRICADE GRAPHICS (MALL) TEMPORARY POWER TEMPORARY LIGHTING DUMPSTER -.. ` ream R. \ LIUts tti FURNISHED BY INSTALLED BY O G L O G L • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • C REMARKS EXISTING EXISTING EXISTING, AS -15 SEE DOOR SCI-1EDULE AT GYP. BD. CEILING VERIFY WITH LANDLORD. G.C. TO PAINT PT -B. PER OWNER'S SPECIFICATIONS PER LANDLORD'S SPECIFICATIONS RESPONSIBILITY SCHEDULE ANNOTATIONS: 0: OWNER G: GENERAL CONTRACTOR L: LANDLORD 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 �' c c�a z L� Uo2or j W W ° w v a i n Dv w z 0 zw = ~ W O w 2 N Z z (n ODtr O LJ Z� Z zet -c0 CC 0 O W W Z = N I _ o ao °a .r DENNIS MICHAEL LEA I- G STATE OF WASHINGTON DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: F U z J o W � a rzz =m a r z rn N o z 1=J Z ▪ Z 0 7 U 4. QW 0 O a W N J W ( 1 v, - O u _ I L+1 is W ar =a y_ z F re 1a a r Q x O w z Z ° a po r3a a = rr�� W z� 3 ° '_ 2 a ° w W w Z Q W � L Z a ° z�z 3 V1 `� L7 [YO , J U -J cw 0 i n- }1Jwom aiy 00 c0 0) 0 z 0 z cn J 1— REVISIONS: 2E n ..� iR 1ECEIV6D d;1T'( OF 11 {R ►P' 1 -- L.In4Vl4 1(�{ i ''.a DRAWING NUMBER: W J - a - W W ° a w a ct cox a La LO W W r ce p--L O v) .HC W tn te � = 0 - are w U ir F . w 0 0 vl z ~ z d_ a � )- - ut - Urea0 Lai w°O? E �sa wa yaz a z o r o a � z � (" o o � ° ° a ' aa? � v Fir ° Z U , 1 00ww r U - :: W W tY a' EE Lr ~9, tLF- x v,a F v1O 1 U O LL W x = (/� rtnn c =0Z x r - SWZa - r N L 0=00ce L. ar- QOaaJ:.. rm3(nawO O OL>a -zo=[� z 0 1- w - :c1-1 Oa z } o m 1- r a p Z a w ^ N a Z O w w U a 2 r W $ � 0 � Ll Z c: Wz W a u ° a z Y 0 z x o 1 p =O ? ~ jc w _ fT Q W ( r jce °w a I _ xi m a07N u h 0 _ j 1. tr U a :c o J O N 7 W i- J Z Z 9 W h -OU a Q OFW[Vl N EL 000z O wa wLJ aax ��oi �a�o ° u U a F W doc a�x�WO w ¢ n O F w W K = rn UN 3 o t70 r,� oZo <I¢ z } � aa 3 w a 1 - tna xgazoodoo D 0 NI co CL O z w 0 wa REQUIRED BY: DAT 04/25/0 SW C M � 3 RESPONSIBILITY SCHEDULE 4200351 PROJECT INFORMATION: QTY NO. LOCATION 1 Q ROLLING GRILLE SALES /NON -SALES CORRI DOR /NON -SALE TOILET ROOM REAR SERVICE BLIND DOOR SIZE (NOMINAL) width x height x thickness 21 -0" x 12' -8" 3 -6" x 7' -0" x 1 3/4" 3 -6" x 7' -0" x 3 -0" x 7' -0" x 3' -6" x 7' -0" x .R. 2' -0" x 7' -O" 1 3/4" 1 3/4" 1 3/4" x 1 3/ DOOR MATERIAL DOOR NOTES 1. UNLESS NOTED OTHERWISE, GENERAL CONTRACTOR TO PAINT ALL DOORS ON SALES FLOOR PT -1 SEMI- GLO55, AND DOORS IN NON -SALES PT -5 SEMI - GLOSS. HARDWARE NOTES 1. DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE, MOUNTED 30" TO 44" ABOVE FINISH FLOOR. FINISH SHALL BE STAINLESS STEEL AT ALL LOCATIONS. SHALL COMPLY WITH FEDERAL AND STATE ACCESSIBILITY REQUIREMENTS. 2. ALL EXIT DOORS TO BE OPENA5LE FROM INSIDE WITHOUT USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. 3. THE FORCE REQUIRED TO OPERATE ANY DOOR SHALL BE MAXIMUM 8.5 LBS. FOR EXTERIOR DOORS, AND 5 LBS. FOR INTERIOR DOORS. 4. ALL LOCKING HARDWARE MUST INCLUDE 'U- CHANGE' LOCK CYLINDERS. ALL DOORS TO BE KEYED ALIKE UNLESS NOTED OTHERWISE. GENERAL NOTES 1. DOORS AT STOREFRONT TO HAVE SIGN WITH 1" CONTRASTING LETTERING ABOVE DOORS STATING "THESE DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS ". 2. EXIT DOORS TO BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 3. DOORS WITHIN THE PATH OF TRAVEL FOR HANDICAPPED TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER, PANIC BAR OR PUSH /PULL HARDWARE. 4. DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE MOUNTED 30" TO 44" ABOVE THE FLOOR AND SHALL BE OPERABLE WITH A MAXIMUM EFFORT OF 5 L55. FOR INTERIOR DOORS AND 8.5 LBS FOR EXTERIOR DOORS. 5. THRESHOLDS SHALL NOT EXCEED 1/2" IN HEIGHT. RAISED THRESHOLDS AND FLOOR LEVEL CHANGES AT ACCESSIBLE DOORWAYS SHALL BE BEVELED WITH A SLOPE NO GREATER THAN I :2. 6. ALL COMPONENTS OF FIRED RATED DOOR ASSEMBLIES SHALL BEAR THE LABEL OF AN APPROVED TESTING AGENCY. 7. BOTH DOORS SHALL BE FINISHED THE SAME UNLESS OTHERWISED NOTED. 8. ALL WOOD DOORS, FRAMES AND TRIM SHALL BE A.W.I. OR W.I.G. CUSTOM GRADE. q. REFER TO MECHANICAL PLAN FOR ANY REQUIRED UNDERCUTS FOR AIR TRANSFER. HARDWARE GROUPS "AT ROLL - UP GRILLE: • HARDWARE AS PROVIDED BY ROLLING GRILLE MANUFACTURER WITH U- CHANGE LOCK CYLINDER WITH THUMB ON STORE SIDE • GC TO PROVIDE AND INSTALL SIGNAGE ON STORE SIDE OF BOTTOM RAIL OF GRILLE STATING "GRILLE TO REMAIN IN FULL OPEN POSITION DURING STORE HOURS WHEN OCCUPIED BY THE GENERAL PUBLIC." ?. :L •a : ;a : •i>, 3k is ��•�•J: : SINGLE ACTING 1/2" TEMPERED GLASS DOOR, VISTAWALL GLASS SYSTEMS, (972) 551 -6100, (OR OWNER APPROVED QUAL). ALL GLAZING CHANNELS, RAILS AND DOOR HARDWARE 51-1ALL BE BRUSHE • INLESS STEEL FINISH. HA • RE (GLAZING CONTRACTOR TO SUPPLY AND INSTALL): ▪ 1 • TOP PIVOT: DORMA PT -20 CENTER HUNG . 1 EA. - • OM PIVOT: DORMA PT -10 CENTER HUNG ▪ 1 EA. Da- PBOLT: RYADON LL05 WITH M -SBTOI TI-IUMBTURN . I EA. CYLI ' R: U- CHANGE #31AK2IAID2 WITH 626 FINISH. PHONE: = 88) 541 -1300, "TEAM FOXTROT" . 2 EA. PULLS: B 5 #26G, 18" PULL, 26D • 2 EA. DUSTPROOF RIES: ASSA #4N1VR825P2 32D FLU MOUNTED IN FLOOR. COORDINATE OPEN L•'- TION WITH OWNER "A3" NEW STOREFRONT EXTERIOR 'Y DOOR: ALUMIN . FRAMED DOOR WITH 1/4" TEMP. GLASS DOORS. KAWNEER 350 -M' •IUM STILE WI J BEVELED STOP. 3 1/2" STILE, 3 1/2" TOP RAIL AND 10" BOTTOM RAI FINISH MATCH KAWNEER "INTERPON D2000 BONE WHITE" HARDWARE: . 1 EA. PIVOT HINGES: KAWNEER #17 INTERMEDIATE PIVOT, CLEAR ANODI D FINI • 1 LOCKSET: U-CI-IANGE #316A01 • • WITH 626 I51-11514. PHONE: (888) 541 -1300, "TEAM FOXTROT ". ONE SET TO OCK DOOR CLOSE THUMBTURN ON INTERIOR. r •UNT 2" BELOW PULLS . 1 EA. CLOSER: KAWNEE OVERHEAD CONCEALED GLOS • 2 EA. DOOR PULL: NS 4#26G, 18" PULL, 26D. . 1 PR FLUSH BOLT . KAWNEER (INACTIVE LEAF). • 1 EA. KICKPLAT • IVES 8400- B26D -8" X DOOR WIDTH MINUS • 1 EA. DOOR • LDERS: IVES FS452 -5 -B26D • TI-IRESI-10 P AS REQUIRED (SEE DRAWINGS) "A4" D BOTTOM OFFSET PIVOT, STANDARD KEY OPERATED FROM EXTERIOR, HA - 0 RE: INGES: REPLACE WITH NON - REMOVABLE PIN HINGES • LOCKSET: REPLACE WITH U- CHANGE. PHONE: (888) 541 -1300, "TEAM FOXTROT" . DOOR HOLDERS: INSTALL IVES FS452 -5 -1326D AT EACH LEAF . MISCELLANEOUS: REPLACE WEATHERSTRIPPING AND THRESHOLD AS REQUIRED SALES/NON -SALES DOOR OR NON - PUBLIC HALLWAY/NON -SALES DOOR: HARDWARE: • 1 1/2 PR HINGES: STANLEY F17q -26D • 1 EA PUSH PLATE: IVES 8200 - B26D -4 "X16" • 1 EA PULL PLATE: IVES 8302 -8- B26D - 4 . 1 EA CLOSER: CORBIN RUSSWIN DC3200 -M82 -68q (MOUNT ON NON -SALES SIDE) . 1 EA KICKPLATE: IVES 8400- B26D -10" X DOOR WIDTH MINUS 2" . 1 EA DOOR HOLDER: (AT NON -RATED DOORS) IVES F5446 -826D . 1 EA LATCHSET; (AT RATED DOORS) CORBIN RUSSWIN CL3310 -NZD -626 . 1 EA SMOKE SEAL: (AT RATED DOORS) PEMKO S88W PUBLIC HALLWAY/NON -SALES DOOR: HARDWARE: 1/2 PR HINGES: STANLEY F17q -26D • 1 - • LATCHSET: U-CI4ANGE #5L15215502 WITH RHODES STYLE LEVER AND FINISH. SPECIFY DOOR HANDING WHEN ORDERING) PHONE: (888) 541 -130• 'TEAM FOXTROT" • 1 EA CLOSE CORBIN RUSSWIN DC320O -M82 -68q (MOUNT ON NO ALES SIDE) ▪ 1 EA KICKPLAT . IVES 8400 -526D-10" X DOOR WIDTH MINUS • 1 EA DOOR HOLEE' . AT NON -RATED DOORS) IVES F5 =26D . 1 EA SMOKE SEAL: (A 'ATED DOORS) PEMKO 586N • B3• REMOTE STOCKROOM DOOR: HARDWARE: • 1 1/2 PR HINGES: STANLEY F179 -26D ' NON - REMOVABLE PIN . 1 EA LATCHSET: U-CI-IANGE #5L1521:.42 H RHODES STYLE LEVER AND 626 FINISH. (SPECIFY DOOR HANDING E'EN ORDE G) PHONE: (888) 541 -1300, "TEAM FOXTROT" . 1 EA CLOSER: CORBIN RU IN DC320O -M82 -68q ( 'UNT ON NON -SALES SIDE) • 1 EA KICKPLATE: IVES .400- B26D -10" X DOOR WIDTH US 2" ▪ 1 EA DOOR HOLD (AT NON -RATED DOORS) IVES F5446 ;26D ▪ 1 EA SMOKE 5 : (AT RATED DOORS) PEMKO 588W "B4" NON -PUB HALLWAY /CLOSET DOOR: HARD , RE: /2 PR HINGES: STANLEY Fl7q -26D 1 EA LATCHSET: CORBIN RU55WIN CL3357 -NZD -626 . 1 EA DOOR STOP: IVES WS402 -1326D • 1 FLUSHBOLT: IVES 43, 26D 12" (AT TOP OF INACTIVE LEAF OF DOUBLE DOOR) "C" ALL DOORS TO RECEIVE PANIC HARDWARE AS SPECIFIED ABOVE. REMARKS / NOTES ALL DOOR HARDWARE _TOILET ROOM DOOR: UNFINISHED HOLLOW METAL DOOR $ FRAME HARDWARE: . 1 1/2 PR HINGES: STANLEY F17q -26D • 1 EA LATCHSET: CORBIN RUSSWIN GL3320 -NZD -626 . 1 EA KICKPLATE: IVES 8400 - 826D -10 "X34" . 1 EA DOOR STOP: IVES W5402 -826D • 1 EA HOOK: ROCKWOOD 606 -B26D CENTERED ON DOOR AT 72" AFF . 1 EA CLOSER: (AT RATED DOORS) CORBIN RUSSWIN DC3200- M82 -68q (MOUNT ON TOILET ROOM SIDE) . 1 EA SMOKE SEAL: (AT RATED DOORS) PEMKO S88W Y �J" ► !r RI 1 100s: " • " OFFICE DOOR: HARDWARE: "E" 1/2 PR HINGES: STANLEY F17 WITH NON - REMOVABLE PIN . I a• • TGHSET: U- CHANGE #5L15218502 WITH RHODES STYLE LEVE D 626 FINISH. CIFY DOOR HANDING WHEN ORDERING) PHONE: (886 • 1 -1300, "TEAM FOXTROT" . 1 EA KICKPLATE: - 8400 - 526 -10 "X34" . 1 EA DOOR STOP: IVE 402 -B26D . 1 EA HOOK: ROCKWOOD 806 -: - • D CENTER • •N DOOR AT 72" AFF . 1 EA CLOSER: (AT RATED DOOR OFFICE SIDE) . I EA SMOKE SEAL: (AT RA • DOORS) P • • S881.-4 IN RUSSWIN DC320O -M82 -68q (MOUNT ON HARDWARE: . 1 1/2 PR ES: STANLEY F17 • 1 EA CHSET: CORBIN RUSSWIN CL3357- NZD -626 KICKPLATE: IVES 8400 -B26D- 10" X DOOR WIDTH MINUS 2" • 1 EA DOOR STOP: IVES 1'45402 -B26D . 1 EA HOOK: ROCKWOOD 806 -B26D CENTERED ON INSIDE OF DOOR AT 72" AFF SERVICE DOOR: HARDWARE: . 11/2 PR HINGES: STANLEY F179 -26D WITH NON - REMOVABLE PIN . I EA PANIC HARDWARE: ARM -A -DOR A101-F02 (SUPPLIED BY OWNER) WITH U- CHANGE CYLINDER. MOUNT AT 45" AFF OR AS REQUIRED BY CODE . 1 EA CLOSER: CORBIN RUSSWIN DC3210 -M62 -68q • 1 EA KICKPLATE: IVES 6400 -526D -10 X DOOR WIDTH MINUS 2" • 1 EA VIEWER: IVES U6 -B26D CENTERED ON DOOR AT 54" • 1 EA LOCK PROTECTOR: GLYNN JOHNSON #1P1-U532D • 1 EA DOOR SWEEP: (AT EXTERIOR LOCATION) PEMKO 216AV • 1 EA DOOR SEAL: (AT EXTERIOR OR RATED DOORS) PEMKO 588W • 1 EA THRESHOLD: (AT EXTERIOR LOCATION) PEMKO 270A . 1 EA DOOR CONTACT: (AT EXTERIOR LOCATION) INSTALLED BY OWNER • 1 EA SIGN PLAQUE: BY OWNER AT EXISTING SERVICE DOORS, PROVIDE AND INSTALL HARDWARE AS NEEDED TO MEET THE ABOVE REQUIREMENTS. ALSO REMOVE OUTSIDE LEVER/LOCK AND INSTALL BLANK COVER PLATES TO CONCEAL HOLES AND PAINT ENTIRE DOOR PER MALL'S REQUIREMENTS. NAP POORS (SALES): HARDWARE: • 4 EA HINGES: 5055 218, 26D • 1 EA DEADBOLT: CORBIN RUSSWIN DL2111, 626 (MOUNT AT 36" AFF) • 1 EA PULL: IVES 425, 26D (MOUNT AT 42" AFF) • 1 EA ROLLER CATCH: IVES 336, 26D . 1 FLUSHBOLT: IVES 43, 26D 12" (AT TOP OF INACTIVE LEAF OF DOUBLE DOOR) BLIND DOORS (NON - SALES): WARE: • 1 •GE: FULL HEIGHT HEAVY DUTY PIANO HINGE, 26D • 1 EA DEA' == : CORBIN RUSSWIN DL2111, 626 (MOUNT AT - AFF) . 1 EA WIRE PULL: 38, 26D 4" (MOUNT AT 42" • 1 EA ROLLER CATCH: I - . 36 26D • 1 EA DOOR STOP: IVES W540 6D "H" :A 'UM KAWNEER 190- NARROW 5 ITH BEVELED ST BOTTOM RAILS. F `y" TO MATCH KAWNEER " INTERCO HARDWARE: DOOR WITH 1/4" TEMPERED GLASS. 1/6" STILE, 2 1/4" TOP AND 000 BONE WHITE" . 1 • 'GE: ROTON FULL HEIGHT ALUMINUM HINGE, CLEAR ANOD ' FINISH LOCKSET: STANDARD KAWNEER LOCKSET WITH 26D FINISH. MOU 44" AFF. ALL DOORS TO 8E KEYED ALIKE. PMI1W- IMIIMMI il PPIPPM- PMIIIMIP■ •IIIII•11=LIIM■M' MMII■sdiMil ■1=== IM METAL 1- IOLLOW METAL HOLLOW METAL 1•- IOLLOW METAL 1- I0LL014 METAL " S,C. WOOD FRAME METAL I- IOLLOW METAL HOLLOW METAL 1- 1OLLOW METAL 1- 1OLLOW METAL WOOD RATING HDWARE GROUP Al 81 81 C F DETAIL NUMBER HEAD JAMB SILL L -1 12.2 08.4 12.2 L -1 M■ CODE FC -13 MATERIAL PAINT FINISHES VINYL COMPOSITE TILE ARMSTRONG ARMSTRONG L.T. CUSTOM FIXTURES BID L.T. CUSTOM FIXTURES TBD DESCRIPTION NO. 844 - "ALOE VERA" TIMELESS SERIES 3; HICKORY: 4" -WIDE X 5/16" X 46" LENGTH 16" X 16" X 5/16" PULITO PORCELAIN- MATTE FINISH W/ 1/8" GROUT JOINTS ATLAS CONCORDE: FORMAT MOSS/TEXTURED 5Q04 18" X 18" RECTIFIED TILE WITH 1/16" GROUT JOINTS NORTHERN LT "DOVER WHITE" 12" X 12" TILE WITH 1/8" JOINTS GROUT COLOR LATICRETE NO. 44 "BRIGHT WHITE" EXCELON NO. 5186q - "HUMMUS" IMPERIAL TEXTURE SUPACORD BROADLOOM "SAFARI" CONTACT MATWORKS NO. 03 - "BISQUEWARE ", 4" HIGH (6" AT TOILET ROOM 4" HIGH OAK WOOD BASE - FIELD VERIFY PAINT GRADE POPLAR SEMI -GLOSS - "WHITE 0100" - 3" x 6" FIELD TILE 1/8" JOINTS LINERS - "WHITE 0100" - 2" x 6" CHAIR RAIL 1 /8" 1 /4" F.R.P. PANELING WITH CORNER it J MOULDINGS AS REQUIRED, COLOR: WHITE 3/4" THICK; q" WIDE W/ 3/4" EXPOSED LAP 3/4 THICK q WIDE W/ 3/4 EXPOSED LAP. SCOTCHCAL SERIES 210 - NO. 210 -324 "FROSTED TBD - TO MATCH MALL STANDARD CONTROL TAC PLUS GRAPHIC FILM SERIES 180. COLOR: DARK GREY *180C -41 CONTROL TAC PLUS GRAPHIC FILM SERIES 180. COLOR: SCOTCHCAL WHITE #3632 -20 N0. q34 -58 - "PEARL ", MATTE FINISH LOCATION / NOTES SALES AREA; RANDOM PATTERN SALES AREA RUNNING BOND PATTERN FROM LEFT TO RIGHT AS NON -SALES PROCESSING AREA ONLY BASE AT UNIT 4 AND AT UNIT 1 FOCAL, AND IN PASS THRU PAINT PT -1, U.O.N. SIDE OF GLAZING FROM LEASE LINE TO CLOSURE LINE 1 2 1 1 1 O a O a O O DOOR SCHEDULE PT -1 PT -5 PT -7 PT -6 PT -11 FC -4 FC -8 B -1 B -2 8 -3 T -4 MT -2 WD -3 ACT -2 5 -2 5 -4 G -4 5F -1 SF -2 5F -6 PAINT PAINT PAINT PAINT VARNISH FLOOR COVERINGS VINYL COMPOSITION TILE VINYL COMPOSITION TILE WOOD MPIP VINYL BASE WOOD BASE WOOD BASE WALL COVERINGS CERAMIC TILE METAL PANELS METAL PANELS WOOD CEILING ACOUSTICAL CEILING TILE ACOUSTICAL CEILING TILE 1 -14R RATED CEILING TILE I -HR RATED CEILING TILE GROUTS / SEALANTS ADHESIVE WOOD SEALER GROUT GLASS INSULATED STOREFRONT GLASS STOREFRONT GLASS SPECIAL FINISHES FIBERGLASS REINFORCED POLYESTER SHIPLAP PLANKING MALL -MATCH FLOORING PLASTIC LAMINATE MANUFACTURER BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE BENJAMIN MOORE GREEN DOLPI -1N ARMSTRONG ARMSTRONG PERMAGRAIN INNOVATIVE MARBLE AND TILE INC. PRATT $ LARSON LAMBERT LAMBERT ARMSTRONG LATICRETE FORMICA N0. 876 - "WHITE" 14C -41 - "RICI -IMOND GOLD" NO. 2067 -20 "STARRY NIGHT BLUE" FIRE SAFE 108 WOOD INTUMESCENT FIRE RETARDANT WOOD TREATMENT EXCELON NO. 51801 - "TAUPE ", IMPERIAL TEXTURE EXCELON NO. 51816 - "CHERRY RED ", IMPERIAL TEXTURE NON -SALES FIRE LANE, IN FRONT OF ELECTRICAL PANELS 800 523 -5171 JOINTS SIMPLE SOLUTIONS, CC (CREAM CRACKLE), GLOSS FINISH; 3 "X6" BULLNOSE, 1/8" JOINTS MATCH KAWNEER " INTERPON D2000 BONE WHITE" DUNE NO. 1774 - 24" x 24" TILE, ON ARMSTRONG TILE ON SUPRAFINE q /16" FIRE RESISTANT GRID. CORTEGA NO. 823 - 24" x 48" x 15/16" FIRE RESISTANT 1/2" CLEAR TEMPERED GLASS EXTERIOR GRADE PLANKING PREFINISHED BY VENDOR. CRYSTAL" SATIN IMPERVO #314 FINISH AT WALLS, FLAT AT CEILING $ REGAL AQUA GLO SEMI -GLOSS AT TRIM /BASE UNLESS NOTED OTEI- IRWISE NON - SALES, CORRIDORS, DOORS * TOILET ROOM WALLS; SATIN FINISH AT WALLS, FLAT AT CEILINGS LIGHT TROUGH AT PASS -THRU; SATIN AT WALLS, SEMI -GLOSS AT TRIM/BASE BARRICADE; EGGSHELL FOR USE WITH SF -2 4 NON -SALES SHELVING (WHEN REQUIRED) EXTERIOR GRADE BOARD $ INTERIOR OF ILLUMINATED TRANSOM; IG GI-055 NON -SALES * TOILET ROOM FLOOR STANDING AT THE STOREFRONT ENTRY MAM elk. odk. NON - SALES, TOILET ROOM * CORRIDOR AT WALLS ADJACENT TO DEMO SINK; RUNNING 6OND PATTERN; BULLNOSE AT 3" 4 6" EDGE OF TILE STOREFRONT MTL. PANELS L.T. CUSTOM FIXTURES MATCH PT -7 QUARTER CUT WHITE OAK WITH CLEAR FINISH SUPRAFINE q /16 XL EXPOSED TEE SUSPENSION SYSTE NO. 761 - 24" x 48" NON - DIRECTIONAL FISSURED, OR EQUAL. CIRRUS N0. 577 - 24" x 24" x 3/4" FIRE RESISTANT BASE * REVEAL AT STOREFRONT (PLANKING SIDE) TRIMS / CABINETS/ STOREFRONT * PASS -THRU PORTALS NON -RATED CORRIDOR CEILING. TILE AND GRID TO BE WHITE. G.E. BID TILE ON FIREGARD 15/16" GRID. 1200 SERIES SILICONE (800) 255 -8886 WATER -BASE POLYURETHANE, CLEAR SATIN FINISH NO. 44 - "BRIGHT WHITE" FOR USE WITH MT -2 * MT -3 FOR STOREFRONT METAL INSTALLATION NON -SALES WOOD SHELVES FOR USE WITH T -4 (BY G.C.) AT STOREFRONT DISPLAY WINDOWS, FRAMELESS DOORS it SIDELITES AT STOREFRONT DISPLAY WINDOWS FRAMELESS DOORS 4 SIDELITES INTERIOR MALL LOCATION TOILET ROOM WALLS ADJACENT TO MOP SINK, ALL EXPOSED NON -SALE5 WALLS OVER q" WIDE. SEE A05.1 CLASS 'A' STOREFRONT PLANKING; ORIENT HORIZONTALLY APPLY FILM TO INTERIOR SIDE OF TRANSOM GLASS PRIOR TO GLASS INSTALLATION EXTERIOR STOREFRONT CONDITIONS - APPLY FILM TO INTERIOR SPANDREL GLASS- FOR LOCATIONS NI-IERE STRUCTURAL FRAMING 15 RIGHT BEHIND GLASS PLATFORM COUNTERTOP AT DISPLAY AREA FINISH NOTES REFER TO SPECIFICATIONS DIVISION IX FOR MORE INFORMATION. PAINT: ♦ --, COM I. CONTRACTOR TO REVIEW CONSTRUCTION DETAIL SHEETS, FLOOR FINISH PLAN, AND ELEVATIONS FOR HELPFUL CLARIFICATION OF ITEMS AND SURFACES TO BE PAINTED;, 2. CONTRACTOR I5 TO PRIME ALL GYPSUM HOARD. \ M 3. ALL METAL SURFACES PAINTED BY PAINT CONTRACTOR ARE TO BE PRIMED WITH A HIGH QUALITY METAL PRIMER AND FINISHED WITH A HIGH QUALITY SEMI GLOSS fi PAINT. WHERE ALLOWED FINISH COATS MUST NOT REVEAL BRUSH MARKS. SPRAY OR APPLY AS NEEDED. 4. ALL WOOD SURFACES TO BE PRIMED WITH AN ALL - PURPOSE 100% ACRYLIC LATEX PRIMER AND FINISHED WITH A LATEX BASE FAINT AS SPECIFIED ABOVE. 5. FOR EXTERIOR STOREFRONTS: PRIME ALL WOOD WITH ALKYD PRIMER. USE BENJAMIN MOORE MOORCRAFT SUPER SPEC - SEMI GLOSS AS BASE FOR ALL COLORS. 6. USING NON- 51-1RINKING FILLER, FILL AND PUTTY ALL NAIL HOLES, COUNTERSINK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 7. WOOD DOORS: SEAL BOTTOMS, TOPS, AND EDGES. SAND ALL WOOD DOORS BEFORE FINISHING. 8. NAIL WOOD TRIM BOARDS IN LEAST CONSPICUOUS LOCATIONS. SET AND FINISH SMOOTH. q. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE PAINTING. 10. SAND ENAMELED FINISI-IES APPLIED TO WOOD OR METAL BETWEEN COATS WITH FINE SANDPAPER TO PRODUCE SMOOTH AND EVEN FINISH. 11. MAKE FINISH WORK UNIFORM, SMOOTH, FREE OF RUNS, SAGS, DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS 51-1ARP AND GLEAN WITHOUT OVERLAPPING. FLOOR COVERING: 1. MARBLE TILES ARE TO BE INSTALLED MAINTAINING A CONSISTENT GROUT JOINT WIDTH THROUGHOUT THE MAXIMUM GROUT JOINT WIDTH 15 TO BE 1/8 ", U.O.N. 2. CERAMIC TILES ARE TO BE INSTALLED MAINTAINING A CONSISTENT GROUT JOINT WIDTH THROUGHOUT THE MAXIMUM GROUT JOINT WIDTH IN SALES AREA 15 TO BE 1/8 ", U.O.N 3. G.G. TO PROVIDE ZINC DIVIDER STRIP AT WOOD TO MARBLE, WOOD TO COCOA MAT, AND AT THE NON -SALES DOOR BETWEEN FLOOR FINISI-IES, WHERE APPLICABLE. TILE AND GROUT SEALANT: 1. APPLY 511 IMPREGNATOR SEALER TO ALL SURFACES PRIOR TO GROUTING USING A MIRA BRUSH APPLICATOR OR A CLEAN, WHITE COTTON TOWEL. APPLY SUFFICIENT AMOUNT TO MOISTEN ALL SURFACES WITHOUT SATURATING JOINTS. AFTER SEALER STANDS FOR 3 -5 MINUTES, BUFFING WITH A CLEAN, DRY TOWEL I5 IMPORTANT. ALLOW TO CURE FOR 24 HOURS BEFORE GROUTING. 2. AFTER GROUTING, REMOVE ALL EXCESS GROUT AND RESIDUE. ALLOW TO DRY FOR 24 HOURS. IF RESIDUE OR HAZE REMAINS, USE GROUT, CONCRETE AND FILM REMOVER, FOLLOWING LABEL INSTRUCTIONS. 3. APPLY 511 IMPREGNATOR SEALER TO ALL GROUT WITH A THIN PAINT BRUSH OR THE APPLICATOR TIP. REMOVE ANY SEALER FROM PRE - FINISHED SURFACES BEFORE SEALER DRIES. FOR LARGER JOBS, GROUT MAY BE SEALED BY TREATING ENTIRE AREA, INCLUDING MARBLE, A SECOND TIME. ENSURE SEALER DOES NOT PUDDLE. 4. SEALER WILL BE DRY TO THE TOUCH IN 45 -60 MINUTES AND MAY BE USED FOR NORMAL FOOT TRAFFIC. IT 15 RECOMMENDED TO KEEP SEALED SURFACES DRY AND FREE FROM STAIN FOR 72 HOURS. ....--Y O OC s r FINISH SCHEDULE 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 z o N Ow ZZ°� Q.F-U OQO.. Jv REQUIRED 0?: DENNIS MICHAEL HEAT: STATE OF WASHING h x: r I r W w O Z c Z W Z O O ~ a Z 0 2 O wo a ~ ` • 'z away 0 aD w Q c 0 D C 0 0 U N w z_�OO w wz od REVISIONS: SECEIVPil tom' OF TTI ,r.:tvr11A 21 i 'Es-1ri1 f ;E1R3 9 DATE ISSUED: 04/25/08 DESIGNED BY: S DRAWN BY: CHECKED BY: J DOOR AND FINISH SCHEDULES DRAWING NUMBER: Z 0 1- W N w U 0 ° wrj r 0 Z ce O Z M m ' tiawa0� w S I- W Y N Z W D N 3 a0 �a O W z d L J Q N z OYOO Z W= 0 4 C N a O z d. d J OW 7 N UC z 0OJ 0 O w r J z Z w�O�a W W ND�OO _z ZUZ° - W W� a a az ��o IPmLa zaa3 W ~ a ~ ~ w away ~Oar YN ?-? -TONG a W a a D- O a 0I00¢t+ -z U H U U Q? 0 7 w Z 0 w 0 0 1 EC zN co CC N 0 z 0 U CC 0 D D z O a N 0 r 0 Ig es CO rir) D TE 1. TI-115 SECTION 15 INCLUDED FOR GENERAL REFERENCE WORK TO BE PERFORMED BY THE GENERAL CONTRACTOR (G.C.), APPLIED AS NEEDED TO STORE. SEE SELECTIVE DEMOLITION IN SPECIFICATIONS. 2. G.C. TO REMOVE ALL EXISTING LEASEHOLD I AS REQUIRED TO ACHIEVE LEASE PLAN CONDITION. DEMOLITION INCLUDES, BUT 15 NOT LIMITED TO THE REMOVAL OF ALL EXISTING PARTITIONS, CEILINGS, FLOOR COVERINGS, PLATFORMS, DISPLAY SHOW WINDOWS, CABINETS, ETC. UNLESS NOTED OTHERWISE. DEMOLITION AL5O INCLUDES THE REMOVAL OF ALL EXISTING ELECTRICAL, MECHANICAL, AND PLUMBING FIXTURES AND EQUIPMENT, UNLESS NOTED OTHERWISE WITHIN LEASE SPACE AND ON THE ROOF. SEE MEP DRAWINGS FOR SELECTIVE DEMOLITION. 3. G.G. TO COORDINATE WITH LANDLORD AND THE OWNERS OF ALL ADJACENT TENANTS A CONVENIENT TIME TO PERFORM DEMOLITION WORK. G.G. 15 TO PROVIDE AND INSTALL ALL. TEMPORARY MEANS OF EGRESS, TEMPORARY LIGHTING, AND ALL SAFETY DEVICES IN ACCORDANCE WITH STATE AND LOCAL CODES AND LANDLORD REQUIREMENTS. 4. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK, PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE(5). PROVIDE BRACING OR SHORING AS REQUIRED. G.C. WILL ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT, DAMAGE OR INJURY. 5. G.C. TO EXERCISE EXTREME CARE DURING DEMOLITION AS TO NOT DISRUPT OR DAMAGE ANY EXISTING UTILITIES OR SPRINKLER LINES WHICH SERVICE ADJACENT TENANTS. G.C. WILL BEAR THE SOLE RESPONSIBILITY OF ANY SUCH DISRUPTION OR DAMAGE. 6. G.G. TO COORDINATE THE REMOVAL, DISCONNECTION AND /OR CAPPING OF ANY UTILITIES WITH LANDLORD'S FIELD REPRESENTATIVE. ALL ABANDONED ELECTRICAL /TELEPHONE CONDUIT, PLUMBING LINES, DRAIN LINES, AND MECHANICAL DUCTWORK AS THE RESULT OF DEMOLITION SHALL 8E REMOVED BACK TO THE LANDLORD'S ORIGINAL POINT. G.C. TO PLAGE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. 7. HVAC SUBCONTRACTOR TO INSPECT EXISTING CONDITIONS PRIOR TO DEMOLITION, AND DETERMINE WHETHER ANY COMPRESSOR REFRIGERANT LINES ARE PRESENT THAT MUST BE PROPERLY DRAINED (TO E.P.A STANDARDS) PRIOR TO DEMOLITION. SEE DEMOLITION NOTES IN MEP SPECIFICATIONS. 5. ANY AND ALL COMBUSTIBLE MATERIALS SHALL BE REMOVED FROM CEILING PLENUM. THIS WORK 51-1ALL INCLUDE, BUT 15 NOT LIMITED TO, EXISTING LANDLORD AND /OR ADJACENT TENANT ITEMS THAT ARE NOT SUITABLE FOR R.A. PLENUM (I.E. TELEPHONE, FIRE ALARM CABLES, ETC.) VERIFY SITE CONDITIONS_ 9. G.G. 15 RESPONSIBLE FOR PATCHING AND REPAIRING EXISTING FLOOR SLAB AND DEMISING WALLS AFTER COMPLETION OF DEMOLITION AND PRIOR TO THE COMMENCEMENT OF NEW CONSTRUCTION. G.C. TO PATCH, REPAIR AND LEVEL EXISTING FLOOR SLAB AND INFORM OWNER OF ALL SEVERE IRREGULARITIES IN EXISTING SLAB. 10. G.G. TO CUT ALL NECESSARY OPENINGS. ALL PROTRUSIONS, MARKS, CRACKS, BROKEN AND /OR OTHER EVIDENCE OF DAMAGED OR UNSOUND STRUCTURAL CONDITIONS SHALL BE REMOVED, REPLACED, REPAIRED, OR RESTORED AS DIRECTED BY GOVERNING AUTHORITIES. 11. G.G. TO COORDINATE WITH LANDLORD RESPONSIBILITY IN PERFORMING ANY AND ALL ROOF WORK. SUCH ITEMS SHALL INCLUDE, BUT 15 NOT LIMITED TO ROOF CURBS, VENTS, PITCH PANS, FAN UNITS, ETC. PATCH AND REPAIR ROOF AND /OR DECK TO ORIGINAL AND WEATHERTIGHT CONDITION. VERIFY SITE CONDITIONS. 12. G.C. TO COORDINATE THE REMOVAL, DISPOSAL AND /OR RETURN OF ALL EXISTING SECURITY SYSTEMS WITH OWNER'S PROJECT MANAGER. THE G.C. I S FAILURE TO COORDINATE REMOVAL OF THESE ITEMS WILL RESULT IN A FINE THAT IS EQUIVALENT TO THE COST OF THE REPLACEMENT VALUE OF THE EXISTING SECURITY SYSTEM. 15. G.G. IS RESPONSIBLE FOR THE REMOVAL OF ALL UNUSED, ABANDONED AND EXTRANEOUS ITEMS. BURNING MATERIAL ON SITE 15 NOT PERMITTED. 14. G.C. TO NOTIFY OWNER IMMEDIATELY OF ANY SEVERE DISCREPANCIES OR IRREGULARITIES DISCOVERED DURING DEMOLITION WHICH MIGHT AFFECT THE PROPOSED STORE DESIGN, ESPECIALLY IN REGARDS TO HEIGHT AVAILABLE FOR CEILING, MECHANICAL DUCTWORK, RECESSED LIGHTING AND ROLL -UP GRILLES. 15. THE ARCHITECT HAS NO KNOWLEDGE OF AND 51-IALL NOT BE HELD LIABLE IF ANY ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION_ THE CONTRACTOR SHALL ISOLATE THE AFFECTED AREA AND CONTACT TI-4E OWNER FOR FURTHER INSTRUCTIONS BEFORE PROCEEDING. THE ARCHITECT HAS NO KNOWLEDGE OF AND SHALL NOT BE LIABLE FOR ANY DAMAGES CAUSED BY THE EXISTING WATER LEAKAGES AND MOLDS. 16. G.C. IS RESPONSIBLE FOR MAINTAINING FIRE RATING AT EXPOSED CEILING LOCATIONS DUE TO DEMOLITION OF (E) CEILING DEMOLITION NOTES 17. THE G.C. SHOULD NOT CUT THE MAIN TELEPHONE WIRES LEADING TO THE TERMINATION STRIP (DMARC BLOCK) OR PHONE SYSTEM 18. IF THE DMARC 15 TO BE RELOCATED, (DUE TO DESIGN, SITE CONDITIONS OR DOWNS IZED SPACE), IT 15 TO BE COORDINATED WITH LIMITED TECHNICAL SERVICES (LTS). THE PRIMARY CONTACT IS JEFF SCHEETER AT 614.415.6166. THE SECONDARY CONTACTS ARE BRENDAN SPIVEY AT 614.415.4077 AND ZELDA WARD AT 614.415.2160 19. THE G.C. 15 TO ALLOW ADEQUATE TIME FOR RELOCATION IN THE CONSTRUCTION SCHEDULE. 20. IF THE WALL WITH THE TELEPHONE BLOCK IS SCHEDULED FOR DEMOLITION, THE ENTIRE BACKING PANEL SHOULD BE REMOVED FROM THE WALL (WITHOUT DISCONNECTING THE WIRING) AND MUST BE SAFELY SECURED IN THE CEILING UNTIL IT CAN BE RELOCATED TO THE NEW AREA OR REINSTALLED ON THE WALL. 21. NO EMERGENCY LIGHT5 ARE TO BE ON THE PERIMETER DEMISING WALL FOR INTERFERENCE WITH 5IGNAGE. IF EMERGENCY LIGHTS EXIST FROM LANDLORD OR PREVIOUS TENANT, THEY ARE TO BE REMOVED AND THE WALL PATCHED AND RETURNED TO A LIKE NEW CONDITION. DEMOLITION NOTES (cont) DE- IMAGING SHALL OCCUR ONCE BATH $ BODY WORKS HAS RELOCATED AND VACATED FROM THEIR FORMER LEASE SPACE OR FROM A TEMPORARY SPACE INTO THE NEWLY CONSTRUCTED OR REMODELED SPACE, AND NORMALLY FOLLOWING THE OPENING DATE OF THE NEW STORE. THE DE- IMAGING OF THE SPACE SHALL INCLUDE THE FOLLOWING: S. 9. 1. G.C. TO REMOVE ALL STOREFRONT 5IGNAGE INCLUDING: PIN - MOUNTED OR SURFACE MOUNTED LETTERS OR LOGOS, ILLUMINATED 5IGNAGE, AND SIGNAGE OR LOGOS APPLIED TO THE GLASS. 2. G.C. TO PATCH AND REPAIR ALL HOLES RESULTING FROM THE REMOVAL OF SIGNAGE AND PAINT TO MATCH EXISTING STOREFRONT. 3. G.G. TO CLEAN GLASS TO REMOVE ANY RESIDUE FROM THE REMOVAL OF SIGNAGE OR LOGOS. 4. G.C. TO PAINT OUT ANY EXISTING SURFACE PAINTED SIGNAGE OR LOGOS TO MATCH THE EXISTING STOREFRONT. 5. G.G. TO REMOVE ALL AWNINGS AND FRAMES, PATCH AND REPAIR HOLES, AND PAINT TO MATCH THE EXISTING STOREFRONT. 6. G.G. TO REMOVE SIGN AND MURAL (IF APPLICABLE) AT BACKWRAP, PATCH HOLES AND PAINT TO MATCH EXISTING WALLS. 7. G.C. TO REMOVE ALL DEPARTMENTAL SIGNAGE (IF APPLICABLE). G.G. TO REMOVE ALL SIGNAGE INSIDE THE STORE OR VISIBLE IN THE STOREFRONT WINDOWS. G.G. TO DISPOSE OF ALL EXISTING SIGNAGE AND LOGO ELEMENTS, AND LEAVE SPACE CLEAN. 10. G.C. TO DESTROY ANY FLOOR FIXTURES LEFT IN THE VACATED SPACE, VERIFY WITH LSD$C PROJECT MANAGER. 11. G.C. TO BLACKOUT ALL STOREFRONT WINDOWS. 12. G.G. TO REMOVE UTILITIES FROM LIMITED BRANDS NAME. DE- IMAGING NOTES - ALLOWANCE 1. UNLESS OTHERWISE DIRECTED BY THE OWNER'S CONSTRUCTION MANAGER: G.G. TO CONSTRUCT TEMPORARY INTERIOR PHASING BARRICADE(5) OF 5/8" GYP. BOARD EACH SIDE OVER 3 5/5" METAL STUDS @ 24" O.C. BARRICADES ARE TO BE FULL HEIGHT AND BE ADEQUATELY SECURED AND BRACED - BEING STRUCTURALLY NEATLY TAPE OR SEAL AT CEILING AS REQUIRED FOR DUST PROOF CONDITION. TAPE AND SPACKLE GYP. BOARD SMOOTH. PRIME AND FINISH PAINT TO MATCH STORE WALL COLOR. G.G. 15 TO INSTALL OWNER SUPPLIED, SURFACE MOUNTED WALL STANDARDS AT 24" O.C. FROM FLOOR TO CEILING ON SALES SIDE OF BARRICADE, INSTALL IN -WALL BLOCKING AS NECESSARY BEHIND EACH STANDARD. (FEE FOR CONSTRUCTION AND FINISH OF WALL MUST INCLUDE INSTALLATION OF WALL STANDARDS). RELOCATION OF BARRICADE WILL BE REQUIRED BY G.G. AT PHASE TURNOVER. 2. NOT USED. 3. IF APPLICABLE, G.C. TO TEMPORARILY RELOCATE ONE EXISTING CASHWRAP, INCLUDING ALL NECESSARY POWER, CONTROL, AND TELEPHONE WIRING TO ACCOMPLISH SAME. 4. ALL CONSTRUCTION WORK MUST BE ACCOMPLISHED IN HARMONY WITH STORE PERSONNEL AND NOISY WORK TO BE ACCOMPLISHED BEFORE OR AFTER BUSINESS HOURS. PHASED PROJECT NOTES GRAPHIC - INSTALLATION BY OWNER'S VENDOR PAIR OF 3' -0" FLAT PANEL DOORS WITH CONCEALED HARDWARE AND NO TRIM. PAINT PT -6 -4" HIGH BASE B -1 (APPLICABLE MALL LOCATION ONLY IF PERMITTED BY LANDLORD) 1. GENERAL CONTRACTOR 15 TO CONSTRUCT A STOREFRONT BARRICADE PER LANDLORD /MALL SPECIFICATIONS. FINISHES PER LSIDnC SPECS. SEE NOTE 1:t3 2. IF LANDLORD /MALL HAS NO SPECIFICATIONS, THEN: GENERAL CONTRACTOR 15 TO CONSTRUCT TEMPORARY BARRICADES) OF 3 -5/6" METAL STUDS AT 24" D.C. WITH ONE LAYER OF 5/8" GYP. BD. (MALL SIDE) TAPED AND SPACKLED SMOOTH. INSTALL A 4 MIL PLASTIC OR GYP. BD. BACK TO MALL BULKHEAD TO CREATE DUST -PROOF CONDITION. SUBSTITUTE GYP. BD. AND PLASTIC WITH 5/6" EXTERIOR GRADE PLYWOOD, FULL HEIGHT, AT EXTERIOR STOREFRONTS. BARRICADES ARE TO BE ADEQUATELY SECURED AND BRACED TO MALL SULK- HEAD FRAMING, FOR LATERAL STABILITY, AND BARRICADE MUST BE STRUCTURALLY SOUND. 3. PRIME AND PAINT BARRICADE PT -6, SEMI - GLOSS. 4. CARE 15 TO BE TAKEN WHEN DISASSEMBLING AND REMOVING BARRICADE. GENERAL CONTRACTOR 15 TO RESTORE MALL FLOORING AND BULKHEAD TO A 'LIKE NEW' CONDITION AND FINISH. 5. GENERAL CONTRACTOR TO CONSULT WITH MALL REPRESENTATIVE FOR HOURS IN WHICH WORK ON BARRICADE CAN OCCUR. 6. PROVIDE PLAN LAYOUT AND FIELD DIMENSIONS TO OWNER FOR GRAPHIC INSTALLATION. (APPLICABLE STRIP CENTER /STREET LOCATION WHEN NO BARRICADE IS REQUIRED / ALLOWED; ONLY IF PERMITTED BY LANDLORD) 1. GEN. CONTR. IS TO HANG OWNER PROVIDED 3'X4' POSTER 5IGNAGE AT INSIDE FACE OF STOREFRONT WINDOW OR ON "MALL WALL ". CENTER ON GLASS - APPLY W/ CLEAR TAPE. STOREFRONT BARRICADE NOTES C EXTENT OF DEMOLITION TEMPORARY BARRICADE DEMOLITION PLAN LEGEND 1. TEMPORARY STOREFRONT ENTRANCES, WHEN REQUIRED, SHALL BE CONSTRUCTED BY G.C. OF ALL NEW MEMBERS AND FINISHES TO MATCH PERMANENT STOREFRONT CONSISTING OF TEMPERED GLASS, ALUMINUM FRAMING AND GLASS DOOR ALUMINUM FRAME. ALL DOORS 514ALL HAVE A NEW CYLINDER LOCK BY U- CHANGE LOCK INDUSTRIES, INC. AND DOOR PULL BY P.F. CORPORATION. ALL KEYS TO BE TURNED OVER TO STORE MANAGER. 2. GENERAL CONTRACTOR SHALL PROVIDE CONDUIT AND CIRCUITING FOR TEMPORARY SENSORMATIC AND TEMPORARY EXIT SIGNAGE AS REQUIRED. TEMP. STOREFRONT ENTRY NOTES 0 LEASE LINE PORTION OF (E) BULKHEAD TO BE DEMOLISHED; SEE A08.2 FOR EXTENT OF DEMOLITION (E) DEMISING WALL TO REMAIN. REMOVE EXISTING FINISHES TO FACE OF DEMISING WALL. TAKE CARE NOT TO DISTURB EXISTING FACE OF GYP. BD. (E) COLUMNS TO REMAIN. REMOVE EXISTING FINISHES AND MAINTAIN EXISTING RATING AS REQUIRED. (E) MALL ELECTRICAL EQUIPMENT / CONDUIT TO REMAIN 3" ROOF DRAIN THROUGH DECK TO REMAIN (E) MALL DUCTWORK TO REMAIN, SI -40WN HATCHED (E) FIRE ALARM PANEL TO REMAIN PORTION OF (E) DEMISING WALL TO BE DEMOLISHED, SHOWN DASHED (E) PARTITIONS / CABINETS / DOORS TO DE DEMOLISHED, SHOWN DASHED (E) PLUMBING LINE(S) 4 FIXTURES TO BE DEMOLISHED. CUT AND CAP AS REQUIRED. SEE MEP DRAWINGS. (E) VAC UNIT, CURB AND DUCTWORK TO BE DEMOLISHED, SHOWN DASHED. SEE MEP DRAWINGS. REPAIR ROOF TO NEW CONDITION_ (E) ELECTRICAL EQUIPMENT TO BE REMOVED, SHOWN DASHED. SEE MEP DRAWINGS. STOREFRONT BARRICADE. G.G. TO CONSTRUCT ACCORDING TO TENANT CRITERIA. G.G. TO PAINT PT -8 AND SUPPLY FIELD DIMENSIONS TO OWNER FOR GRAPHIC INSTALLATION. BASE TO 5E 4" HIGH 5-1. (E) SPRINKLER MAIN TO REMAIN (E) SERVICE DOOR TO BE REMOVED. RETURN TO LANDLORD IF REQUIRED. (E) NEUTRAL PIER TO BE DEMOLISHED; G.C. TO EXTEND WALL AND BUILD (N) NEUTRAL PIER, SEE A02.1 (E) STEEL I -BEAM TO REMAIN; MAINTAIN EXISTING RATING AS REQUIRED DEMOLITION PLAN KEYNOTES iv mil 12 TYP. • i ". TYP. TYP. 1 1 I II II LJ i TYP. 17 TYP_ O / � - - -. T - I \ / I 1 L - L s 1 - -J L TYP. \ \ L m / - - - -� 1 I ." 1 L I /\ I I I I/ \I I I V_ - ___. _ TYP . TYP, TYP. LOWEST POINT OF (E) DECK: 16' -9" A.F.F. (V.I.F.) LOWEST POINT OF (E) STRUCTURE: TBD (V.I.F.) -0 TYP. TYP. B.O. (E) MALL CONDUIT T T LJ I r 12' -q" A.F.F. T. T I I LL 13' -O" A.F.F. B.O. (E) MALL DUCTWORK 14' -6' A.F.F. B.D. (E) SPRINKLER MAIN A.F.F. 17 TYP. TYP. `r B.O. (E) MALL DUCTWORK _ A.F.F. B.O. (E) SPRINKLER MAIN 15' -4" A.F.F. `r B.O. (E) MALL DUCTWORK 15' -4" A.F.F Tao. (E) MALL DUCTWORK 13' -O" A.F.F. B.O. (E) SPRINKLER MAIN 13' -0" A.F.F. C) TYP. s TYP. B.O. (E) SPRINKLER MAIN e • (D TYP ❑J 0 TYP FE L L L - - - fr` A.F.F. B.O. (E) ROOF DRAIN ' -0" PREF. 3 -O" MIN. J I 1 I TYP. L , \ ■ / Tcr ci DEMOLITION PLAN 5 W E 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 w � ' n c ' � � mz o�zv��o 5 00 Lr cc N ! .,,, Otn aoa? o zW�ov �w O Z x N Z w o „a 7o o z 0 W LE 0 [n W 0 oa r y J zWwo ¢ 2aw o W ~ ~ W t _ t WM d x a Ww w w1 '- Z N I= w aCQ L.,zi • 7 O z a O acr -50 W m ▪ x W 0 } c , ~viz' z ax - a )- u� ti tra c5 $ w 0 a Z E ▪ z jc cn w < - o a re O O J tnoF- <oa O ZWOaa z < c W� - oa_Ww� m wIO�m!IC: [> =Nr¢ xN Z 0 J lYSOZZ Q. _ at- cjoa[L:.. co 0 0 c\I DENNIS MICHAEL HEAT(- STATE OF WASHINGTON 0 Z ® W ao 0 00 0 I .= el) co D 0 <Z O oa ~ W Z _ = � W � " H o w N H REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: re CO a O x W Z 2 -3- w 2 ▪ ©W W � ZO2�0 L. k a ac� s 0 z O2 �a N U :gaw' 0 V)J O -i :JOw = ;WE r 3 air } J W f7 m .cr a z J m re WI V)zZ OOW ci - wrn I z° ri± z' ¶oa w O Q w a ) 1 z 'gWo_ z w l- w - W t W w J = 2wg W 1- 1m3V REVISIONS: KY (r ?DI1F dES M1' eEPkI i E1s (;ITV of TI Nrof,Lp: DRAWING NUMBER: 0 U_ 0 N Y CO 0_ 0 • DAT 04/25/ S C M 11 5 DEMOLITION N PLAN 1/4 " :1' -4" A 1 T' I 1 I1 0 —,l „fr /l dviudotovii „ t7/1 9- QFEOH N -DflV r I 7 1_ 7 11 I1 11 3- 1 1 4 \ 1 I1 I1 I1 P � Lip I 1 : EXISTING FLOOR SLAB SHALL SE LEVEL, WITH MAXIMUM ALLOWABLE SLOPE OF 1/8" PER 10 FEET. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND LEVEL AS REQUIRED. 2. G.C. TO LEVEL EXISTING FLOOR AT CAST- IWRAP/BACKWRAP AREA USING LATEX LEVELING COMPOUND. TAPER EDGES DOWN TO TOP OF FLOOR SLAB (1/16" PER FOOT MAXIMUM TAPER). FLOORING TO CONTINUE UNDERNEATH CASHWRAP $ BACKWRAP. 3. FIRE ALARM /STROBE - AUDIO/VISUAL ALARM SYSTEMS WILL COMPLY WITIl ADA REQUIREMENTS. MOUNT /SUSPEND ALARM SO AS NOT TO INTERFERE WITH DISPLAY FIXTURES. CONSTRUCTION PLAN NOTES 4830 F 10' 4830 F 10' 3630 F 10' 363 10' FIXED SHELVING MOBILE SHELVING SIZE OF SHELVING FIXED OR MOBILE SHELVING +-(EIGHT SIZE OF SHELVING FIXED OR MOBILE SHELVING HEIGHT DEMOLITION L _ ] (EXTENT OF DEMOLITION): REFER TO DEMOLITION PLAN. DEMISING 1 1 Zi mw - . • - . I ■1 @ILIAlllI 1 1 I III TYP EXISTING DEMISING WALLS: G.C. TO REPAIR OR REPLACE 5/8" GYPSUM BOARD TYPE 'X' IF REQUIRED TO MAINTAIN FIRE RATING (U.L. #U41 SEE NOTE ON CONSTRUCTION PLAN FOR EXISTING CONSTRUCTION, AND REQUIRED FIRE RATING. W if0 AL STUD BY DES. U. INTERIOR PARTITIONS SEE 51-1EETS A10.1, A10.2 $ Al2.1 FOR PARTITION DETAILS SEE STRUCTURAL DRAWINGS FOR STOREFRONT AND PLATFORM FRAMING. ALL METAL STUDS SHALL- BE 20 GAGE MINIMUM, UNLESS NOTED. HEAVY DASHED LINE THROUGH HATCH: 1 -I , 1- - - DENOTES 18 GAGE STUDS REQUIRED. LAYER 5/8" NEW FIRE RATED WALL (TIGHT TO STRUCTURE /DECK): ONE HOUR FIRE RATED INTERIOR PARTITION, 3 5/8" METAL STUDS @ 16" O.C. MAX. WITH 5/5" TYPE 'X' GYPSUM HOARD ON BOTH SIDES. EXTEND GYPSUM HOARD TIGHT TO STRUCTURE /DECK ABOVE. (U.L. #U41q.) SEE C/Al2.1 NEW PARTITION WALL (CABINETS): (1) LAYER 5/8" GYPSUM BOARD ONE SIDE OF 3 5/8" METAL STUDS @ 16" O.C. WITH 16 GA. STUD BLOCKING. SEE DETAIL 5 /A10.1 NEW PARTITION WALL (CABINETS): (1) LAYER 5/5" GYPSUM BOARD ONE SIDE OF WALL STANDARDS. SEE DRAWING A10.2 FOR WALL STANDARD DETAILS. NEW PARTITION WALL: (1) LAYER 5/8" GYPSUM BOARD EACH SIDE OF 3 5/8" METAL STUDS @ 16" O.G. INSTALL GYP. BD. ON ONE SIDE ONLY AT HACK TO SACK OR AT PERIMETER WALL CONDITIONS. SEE DETAIL A,B,D /Al2.1 r - • ., RESTROOM /SALES WALL: 3 5/8" METAL STUDS (6" AT PLUMBING WALL @ 16" O. MAX. UM HOARD ON BOTI -I SIDES (WHEN APP CE 5/8" GYP. BD. WITH 55/8" CONCRETE BACKERBOARD ON 3 1/2" FRICTION FIT GATT INSUL BETTER. RU R - SPECIFIED CERAMIC TILE FINISHES), FILL WITH T ROOM /SA • Z SOUND ATTENUATION. 5TC OF 42 OR • ` ROM FLOOR SLAB TO TOP OF PLATFORM- SEE - - • RAWINGS FOR go - "" FRAMING. 6" PARTITION WALL (1) LAYER 5/8" GYP. BOARD EACH SIDE OF 6" METAL STUDS @ 16" O.C. COLUMN NOTES: GENERAL CONTRACTOR TO WRAP ALL STRUCTURAL MALL COLUMNS WITHIN LEASED SPACE WITH 5/8" GYPSUM BOARD TYPE 'X' FIRE -RATED ENCLOSURE TO OBTAIN REQUIRED RATING AS ESTABLISHED BY STATE AND LOCAL CODES AND /OR BY LANDLORD. COLUMNS ARE TO BE WRAPPED AS TIGHT AS POSSIBLE TO MAINTAIN A MINIMUM SIZE ENCLOSURE, UNLESS NOTED OTI- IERWISE ON DRAWINGS. GENERAL CONTRACTOR TO CONFIRM ACTUAL FIELD CONDITIONS, AND COMPLY WITH INDICATED INSTRUCTIONS. EXISTING DEMISING WALLS TIGHT TO DECK: A. REPAIR DRYWALL SURFACES TO LIKE NEW CONDITION. EXISTING DEMISING WALLS SHORT OF DECK: * INSTALL ADDITIONAL METAL FRAMING AND DRYWALL AS REQUIRED TO COMPLETE DEMISING WALL TIGHT TO DECK. EXISTING DEMISING WALLS SHORT OF DECK: REQUIRED DUE TO COMMON HVAC PLENUM AND APPROVED BY BUILDING DEPARTMENT: * INSTALL 1 "x2" WIRE MESH SECURITY SCREEN FROM TOP OF PARTITION TIGHT TO DECK ABOVE - G.C. MUST ADVISE OWNER'S CONSTRUCTION MANAGER OF ACTUAL FIELD CONDITIONS IN ORDER TO OBTAIN SPECIFIC INSTALLATION INSTRUCTIONS. 13 14 15 16 17 18 i LEASE LINE (E) DEMISING WALL LINE OF ROLLING GRILLE POP -OUT LEASE LINE LINE OF BULKHEAD ABOVE, SHOWN DASHED (N) NEUTRAL PIER BY TENANT DISPLAY AREA WINDOW LINE OF CANOPY ABOVE, SHOWN DASHED STOREFRONT SIGNAGE ABOVE DISPLAY AREA COUNTERTOP DISPLAY AREA WOOD TRIM WALL OUTLET AT DISPLAY WINDOW, REFER TO STOREFRONT SECTIONS FOR OUTLET HEIGHT - SEE DETAIL C /A08.2 FLOOR OUTLETS - SEE ELECTRICAL DRAWINGS L /E04.2 MOP HOLDER / HOSE HOLDER. REFER TO A /A13.1 LEVEL EXISTING FLOOR AT CASHWRAP /BACKWRAP AREA CAST - (WRAP, SEE A1l.2 AND ELECTRICAL DRAWINGS DEMONSTRATION SINK AND COUNTERTOP, SEE A10.4 r l IT"fril L_r r !' A ri 1 t lA, GYRATION CI HIE, CCC MCI' DRAWING - ® INSTALL WATER - RESISTANT GYP. BD. AT DEMO SINKS 4 TOILET ROOM WALLS, TYP. INSTALL WATERPROOF MEMBRANE UP TO 6" A.F.F. ON TOILET ROOM WALL PRIOR TO FINISH INSTALLATION. • PASS -THRU PORTAL ABOVE, SHOWN DASHED ® ELECTRICAL PANELS - SEE ELECTRICAL DRAWINGS. INSTALL PLYWOOD ON FACE OF WALL FURRING AS REQUIRED FOR BACKING. DASHED LINE INDICATES MIN. CLEAR FLOOR SPACE REQ'D IN FRONT OF PANELS. .11J 1 I l-- .I - L-J -� % P-1_J1 F' I� 1 I I •I.J 1 t'�l- .I-.LL L 1 . '.. .. • • (6) INDIVIDUAL HOOKS MOUNTED ON BACK OF NON -SALES DOOR • PLYWOOD SHELVING ABOVE TOILET * MOPSINK IN NON PUBLIC RESTROOM. SEE A /A13.1 FOR MORE INFORMATION. PROVIDE AS MUCH SHELVING AS POSSIBLE. LENGTH OF SHELVING AS SHOWN ON PLAN. SALES /NON -SALES WALL: FULL - HEIGHT GYP. BID. AT NON - -SALES SIDE ONLY. REFER TO DETAIL B/Al2.1 O LEDGE FRAMING ABOVE TOILET ROOM SEE DETAILS 1-4/Al2.1 AND K /A13.1. SEE STRUCTURAL DRAWINGS O FIXED SI-- 4ELVING UNITS - ANC( -IOR TO FLOOR AND SECURE TO WALL. REFER TO SHELVING LEGEND FOR 5I -(ELF SPACING. REFER TO A /A14.1 FOR DETAILS. 31 MOVABLE SHELVING UNIT. REFER TO J /A14.1. LEVEL FLOOR BENEATH UNITS USING SELF - LEVELING CONCRETE TOPPING. ALLOWABLE TOLERANCE 15 1/8" PER 10 FEET. FLOOR MOUNTED TRACK. REFER TO MANUFACTURER'S INSTALLATION GUIDE FOR MORE INFORMATION. • G.C. TO PROVIDE (2) STANDARDS WITH (3) SHELVES ON WALL ABOVE MICROWAVE/ REFRIGERATOR. SEE DETAIL B /A14.2 IN STORES WITH CCTV TI-4E MONITOR 4 DVD WILL BE LOCATED HERE. MINIMUM DEPTH OF SHELVING AT MICRO /FRIDGE TO BE 18 ". • LEAVE BOTTOM (2) SHELVES OUT OF FIXED SHELVING UNIT FOR LOCATING MOBILE MARKETING CART G3 • MOP SINK • 48" H METAL CORNER GUARD AT NON -SALES AREA. BEGIN @ 1/2" A.F.F. OVER BASE. ® PLAN TUBE I (OLDER MOUNTED UNDER PHONE / DATA BOARD, SEE DETAIL F /A14.2 • MUSIC CONTROL SYSTEM - SEE ELECTRICAL DRAWINGS @ MANAGER'S WORKSTATION WITH COMPUTER, SEE DETAIL A /A14.2 41 BULLETIN BOARD: G.C. TO INSTALL 36 "x48" BOARD PROVIDED BY OWNER_ MOUNT BOTTOM OF BOARD AT 36" A.F.F. @ INSTALL FLIP -UP LEDGE AT 48" A.F.F. TO SHELVING UNIT FOR PROCESSING - - CCTV DVR VIEW MONITOR. INSTALL OUTLET ON WALL. SEE EL- • 18" WIDE x 12" HIGH PLYWOOD MOUNTED TO WALL FOR PHONE AND DATA EQUIPMENT. • (E) FIRE ALARM PANEL • SAFE - MOUNT TIGHT TO FILING CABINET AT MANAGER'S DESK WITH FACE OF SAFE FLUSI -1 WITN FACE OF FILING CABINET. INSTALL PER DETAIL L /A14.2 • G.C. TO INSTALL 18 GA SHEET METAL. WIT( -IIN 2' -0" OF THE HANDLE SIDE OF SERVICE DOOR ON STORE SIDE ONLY. SEE DETAIL K /A14.2 51 OUTLET AT CEILING. REFER TO STOREFRONT SECTIONS FOR LOCATION. FUTURE MICROWAVE/ REFRIGERATOR BY OTHERS- PROVIDE POWER. REFER TO MEP DRAWINGS. WALL CONTAINING DRAIN LINE FOR DEMO SINK WITH MODIFIED FRAMING. SEE DETAIL F /A10.4 G.G. TO REFINISH (E) GYP. SD. WALL TO NEW CONDITION. PERIMETER SHELVING WITH WALL - MOUNTED STANDARDS. SEE B /A14.1 J EMPLOYEE LOCKER, SEE DETAIL J /A14.2 INSTALL FLIP -UP LEDGE AT 30" A.F.F. TO SHELVING UNIT FOR BREAK TABLE PEDESTRIAN PLAQUE. REFER TO A /A08.2 SHELVING LEGEND PARTITION LEGEND CONSTRUCTION PLAN KEYNOTES ELI w 0 1- w z 1 cf) w NON -SALES NON -RATED r- CORRIDOR I m MIN• MI "111E111111.- . X75 =�2!; [r A Iu�it� I� 1 I II /II - ===,rte • � : =1: /%//!/ /•l MALL SERVICE CORRIDOR 24-0 1/2" L.L TO L.L. ' -0 1/6" A11.1 4630 F HOLD y EQ. 24 7/6" ADJACENT TENANT tiAkCI 7 3/4" FOCAL WALL FLOOR OUTLETS ,; PROCESSING AREA 5' -6 1/4" 7 3/4" 1 1 w/p I _ lay 1 ISSIF 3630 F 1 3630 F 1 483 O F 7837 F 75307 I I 4618F - 4818F �4515F I 4515F 10' 10' 10' LEASE LINE TO LEASE LINE 4' -11 1/2" HOLD 5' -3 1/2" UNIT 1 3' -8 3/4" I_ Q G171-6 I /2" 1 4518F 1 4818F 10' 10' ADJACENT TENANT 14' -8 3/6" 12' -8 1/4" ALIGN 71 -7 3/4" FOCAL WALL FLOOR OUTLETS I 6 11 7,....., 1 ///.4 TYP. , � 1C .J��J�25:� /� l� �i�% •r te J�> >«� /rli �Jiw /��r 4830 F 4630 F 1 4830 F 1 4830 F 1 4830 F 1 4830 F 1 4830 F 1 4. O F I rj,� li ALE I w w m NON-SALES S Io 3 1 _ pm J � ;.14,L1 TYP - ., ' I ji, o 7' -5 1/8" C FOCAL WALL FLOOR OUTL TS FOR LAYOUT L.L. TO P -OUT L 2 41 -0 " 24'_0" q7' - 1/2" (V.I.F.) LEASE LINE TO LEASE LINE 24 - 0 " (1 cO O •UNR 1 24 -0 F 7' -3 3/4" HC TYP- TYP. OF 10 AL D UNIT 1 FOCAL O p 1 ) O �-- 0 0 0 w Q. 7 3/4" UNIT 1 START POINT TYP. OF4 1 -10 1/4" 2'_6" Q Ho M - HOLD i HOLD +�o 11111 q 1/, " 4 1_0" - ®a LO io- : 1 = ' • 10.' O 0 a 1 / /% r 121= - - - - D- _- C N.N ^ r; % 4 • / �' i / : 1 ! �6��� /�.% ��! J� Z%i rJ!'.�� %G�% %�� fy� �F %GlS% / •� �� �' G�i r / , / I 14 I • %, /.� I I I�■ I � / . I- - - % LJ I I! J % II T 1\ 31 UNIT 1 UNIT 1 UNIT 1 icy f f Ai I UNIT 1 FOCAL F 1 AL I / 1 J v I JI I ff DEMO 0 L. f 21 -6" L.L. TO POP -OUT L.L. 2' -10 1/4" 0 m MALL COMMONS /WS J. 0 _ I C•4 17 W CONSTRUCTION PLAN 1/4 " =1' -0" A 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 W C W C W W W N C a2 W - Fw d In 2 fl 0- L A W I a Z ¢ J 0 I La ¢f,1 cn z N N 0 7_ ° a In re LT_ �\ cc W [1 U to z z aj_ - CC w W OF Z 9 ZjY InO j f i [ D j z�Z <ZW z ac4 i ° O ° O d 1i WFtn : m w W o m o = N z ¢ ° ° Ir=0ZZ1r � DENNIS MICHAEL HEAf� STATE OF WASHING TON(, REQUIRED 9Y: U Z J m ▪ 0 M s m¢F21n N C - W OW ZwZ ZV 7 U w e O 4 I,,,j ° - f/� N J W bi Ifa In o a i 0 W 2 0 w )_0L. a F z D W ¢ w w ° w z re m w ▪ Z?$QI- _ ¢ mw ▪ w wod W _� Q W 7 D p w p La a ° Z°w - ▪ ,xoOP U Z M 7 0 W w Z mas I1 (3 } m} _,Lamm ¢ ai ¢M"' Ia s - N Z N O a D w 47 � H Ir Z [n CJ 3 w° Q W a c ° a 0 1- W OF�-`O W b w O -bJ ¢w W w J 1 1- W C f7-. (Ow 0 r m3 rnZ i t D IX W Z ® W o0 0 I 73 D z CO I- 0 4 ce w Z 0~ _ J w V) W = � LL H 1- 0 a Q (1) (1) W r Y CCI N REVISIONS: RsCi =+�O DRAWING NUMBER: 11; ▪ Z OOw'-o ~_F -aOwf ▪ ¢ sW �I -r O CO mix Z o w Z j 0 V7 I O °J c W _ Ch W C[n 2 ( r O¢ C4 Z C w : 00_cec � b a ° � J 0 �' c H J Z l- OO :PC r� a C W 0to In In Z0Q ©Z Z ° © zUZ ' W � 1..1 ar ° v W ig W I/1 OC N¢�z N W � w Ca W¢ U N O H W W W }�O In ? 1- I / 1 r 007 0 19 p F J 2 Z z3ars Z C ;7■ ¢ F Q m 3 2 C c ?wwax Cw E2 IZ F- 0 I1F ,- f / ) SJ I Y r n 7 O OOU1+- O I- U0¢?0 �] 0 L. Oc Y op z f'LP*1 r 9 ERM1T CENTEH 1 z 0 w w z o Ca o (/) (/) 0 D TE DATE ISSUED: 04/25/ 8 DESIGNED BY: S DRAWN BY: d CHECKED BY: CONSTRUCTIO I PLAN 1 o, 1 1 1 PROJECT INFORMATION: CEILING AND LIGHTING LEGEND 1. ALL CEILING 1- ISIGI -IT5 ARE FROM THE TOP OF FINISH FLOOR TO UNDER5IDE OF FINISH CEILING. 2. PROVIDE ADEQUATE CLEARANCES FOR FIXTURES, DUCTS, CEILINGS, AND RELATED PERTINENT ITEMS NECESSARY TO MAINTAIN THE SPECIFIED HEIGHTS ABOVE FINISH FLOOR. 3. ADDITIONAL HANGER AND SAFETY WIRES FOR LIGHT FIXTURES, SPEAKERS AND DUCTWORK, AS REQUIRED BY LOCAL CODES, TO BE THE RESPONSIBILITY OF THE CEILING SUBCONTRACTOR. 4. SPRINKLER HEAD LAYOUT TO CONFORM TO LOCAL CODE, TAKING IN ACCOUNT LOCATIONS OF DUCTWORK, LIGHTING AND LOCATION OF TENANT'S CABINET, FIXTURE AND SHELVING UNITS. 5. ARCHITECTURAL DRAWINGS DETERMINE LOCATION OF LUMINAIRES AND SUPERSEDE ALL OTHERS, U.D.N. G. AFTER INSTALLATION, ELECTRICAL CONTRACTOR IS TO TILT THE LAMP IN ALL "T" FIXTURES @ A 45 DEGREE ANGLE TOWARD WALL OR CABINETS. 7. SEE LIGHT FIXTURE SCHEDULE ON ELECTRICAL DRAWINGS FOR FIXTURE MODEL NUMBERS KEYED TO THE LIGHTING AND CEILING LEGEND. S. NO EMERGENCY LIGHTS, EXIT LIGHTS OR SENSORS ARE TO BE PLACED ON THE PERIMETER SALES WALLS. EQ. -6 EQ. fl BR ;rt CI ea E SYN. 0 RECESSED DOWNLIGHT EMERGENCY LIGHT SPEAKER X N n DESCRIPTION TRACK WITH TRACK HEADS FLUORESCENT STRIPS (SURFACE- MOUNTED TO CEILING OR CHAIN- I-IUNG FROM STRUCTURE AT 12' -0" A.F.F.) FLUORESCENT TROFFER W/ ACRYLIC LENS EXIT SIGN, CEILING MOUNTED SUPPLY DIFFUSER RETURN AIR GRILLE ACCESS PANEL EXHAUST AIR REGISTER MARKETING RAILS 0 PENDANT LIGHTS; MOUNT BOTTOM AT 7' -6" A.F.F. H (11' DUPLEX OUTLET NOTE: METAL PANELS SHALL NOT EXCEED 4' -O" X 12' -O ". ALLOW 1" TOLERANCE FOR CUTTING. 0 a EQ. 12' -O" MAX. DOWNLIGI -ITS, TYP. SPRINKLER HEAD, TYP. _ 0E 4f) E EQ. 12 MAX. Z 4 NOT TO EXCEED 12' -0" MTL. SEAM, TYP. ENLARGED RCP AT DEMO SINK 1" =1' -0" D CEILING AND LIGHTING LEGEND C METAL SEAMS AT CANOPY CEILING 1/2" =1' -0" HATCHED AREA INDICATES NON - ACCESSIBLE SPACE ABOVE TOILET ROOM AND DM OFFICE A11.1 . . . . • • :a,//�,ii� i�i /iiiiiiiiiiiiiiiii iii/ II' - : y � mac_ �i�x�r_�i -rte ter, __�_ ��� �r _ire: / p; = -res= ss�i:�r_ s ir.:r�i r = = == r .= ors cxs� r mac=% ' % // � � % /.. %// % / /%. l/, %// 1. %/ L JL — JL — J L_ JL�JL — JL — J L — JL „IL J II i L JL JL _1L _1 JL ?JL J //. urirr 1 n 1 A T2 T T TA ,E FOCAL + a A T2 TA e�. T2 12' 01' -2" GYP. BD. FT-1 ROOM 3 TROUGH 10 -1 1/2" GYP. D. TROUGH T� " T2 TA 11 5/5" 21 TA A 7 42 1 _p" TYP. TA CC CC TA 4 TA CC CC TA 1_ TYP. ROOM 2 F—T . / 1 MUT 1 FOCAL 7-(-) (1- IMT 1 = =.4.. =; 2' 0 1/4" T 2 72 1 A T2 �►T2 '` _ Al O F 2 • A A • 2 . • _1 CAHWRAP TY A YTA 1 " ` T2 TA TA � T2 TA 2 A A 2 � A w' 1 �+ PE1pANTS 1 �• I T1'P. •T2, TA I --1 •, p GYP. BD. TA 3 Q PT -1 TYP. „ TYP. I xA � I -10. EQ. �I A �� (,r 1 FOCAL t H 1 = "."=== FAv � � / / � � � � � � � � � _ VA .=� �1� J= == �=« ///////////.4' ,== =i1=:ter.- ///.r�Zr`Z..0i �� .X : "LT=//� ���y ����li.����« �rr��fr/ ��wi�iw` i���rf��� % / / / / / / / / / / / / / / / / / / / / / /.O 1 ti fri 13 on 1� i i✓ r� I r G� 0 1 1 -4" GYP. ED. zir /: / % / / / /.% GYP. BD. GYP. ED OPEN TO DECK 16' -q" A.F.F. 4 -0 4 TYP. Fee ALIGN FK NON -SALES OPEN TO DECK (V.I.F.) TROUGH EQ. 2' -4" GYP. BD. 1 -0" TYP. TA CC 4' TA TA CC T2 ,ETA , TA A T2 0 21 TA O CV � q -4" GYP. BD PT -1 GYP. ED. ROOM 1 EQ. 1L TYP. o >_ -7 cr 5' -0" TYP. 6 L — JL —JL— TYP. cc 5 -0" TYP. 2 ' A VT �� I m A ` ETA r T2 UNIT 1 ii FOCAL ' , t- GYP. BD. 0 m x E MALL SERVICE CORRIDOR N.1. . V.I.F. NON -SALES E OPEN TO DECK 16 -q" ( ) • a o LL E GYP. BD. PT -5 10' -2 3/4" GYP. ED. PT -1 q - 0 " ACT -2 (V_I.F.) MALL SERVICE CORRIDOR (N.I.C.) 1! FOCAL NALL, DOWNLIGI -ITS, TRACK LIGHTS, DIFFUSERS, SPEAKERS ADJACENT TENANT ADJACENT TENANT FOCAL NALL, DOWNLIGNTS, TRACK LIGHT5, * DIFFUSERS TYP. @ UNIT 1 FOCAL WALL, DOWNLIGI -ITS SPEAKERS DISPLAY CABINET TRACK LIGHTS, U.O.N. TROUGH LENGTH SHOULD BE LONGER THAN TRACK BY 2" AT EITHER END, TYP. U.O.N. ALL TRACK LIGHTING TO BE CENTERED ON PERIMETER DISPLAY CABINETS FOR TYPICAL GYP. BD. INSTALLATION DETAILS, SEE A,B /Al2.3 0 4,F °AF 1/4 O O ) % 4Z f w Z (nn 3 1 w LL ?�'3b4 03 -0E MT -2 EXTENT OF WOOD PLANK ABOVE CANOPY SHOWN DASHED. CEILING MOUNTED EXIT SIGN LOCATION OF TRAFFIC COUNTER STUB CENTERED ON * 2' -0" FROM ENTRY FLUORESCENT LIGHT SIDE MOUNTED IN RECESSED TROUGH AT MTL. CANOPY. REFER TO SECTIONS FOR LOCATION 10 -4 1/4" GYP. BD. PT -1 MALL COMMONS N.I.C. reNn 19 • t' h i 'r d�� S !AI sc9 E N REFLECTED CEILING PLAN 1/4 "=1' -O" A 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 DENNIS MICHAEL HFM I- STATE OF WASHINGTON+ • w 1- ; w 0 } m0 m Z W z Z p 0 w r p a r (n w0 3 , , a W d z 0 0 0 F W w ZL 2Ny 0, 0 0a D W Z = Z a &, ,- O w w Z 0 0 '`CC a0a� a 0 w J =wwO0 r ax �W 0 W ~rwEl WaaW woa03 a c~i1 ya0 a0wC1W rUV)Zadr to 0 �D z .4W OQ0 w, D] 0 a LT1 0 U ww to -,,, xwza aa2 0< O J a1-- O - O < a J v DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: se 0 > z ® tu, 0 F O � cn OC Q W � Z - 92z: 0 O J1 :milt. 0 w z marz N�tn o a r50 < z z az - z v , w �O � ti o NQ. W D W D p W 00'xi_z❑ r -rpaz w`' 0 CE a wz ,V001= a 4> F1Ya LA y 0 r = a 0 w W L r z 02 00 w Da w z ao o10 I- j O O J - ° � 3u Q 0 Z 0 V O� D Z 7 0 : 126 a < w 0 °a o r w 0 J O w w 0,61 z � 4Orr z W • oozoa ¢ } a�iiw UJW ._0 - W LJ W W OF W „a xo3lnaoo co co co REVISIONS: REQUIRED 6Y: DAT iEcEfvED caliER O 1- � a z > � 0 F - O o_ C7 0� 1 — - U Z O W. w c ai m �w r� N3 wog'n O Za 0 Z w a z < Y Y 2o o a W . � CC VI V i 9. D � � O w d_ 0 tn W w , -�Zz w Hpr,?�pa wI y=o a00Z 0 aw° ww3 Z V7CZp W aa D u ' z y_�`'w W a V n 0 W W 1z fnr • 3 000 oz a ~ i a 6,¢ w Za arx3 ral- I- W 0 z SIX U'0U'L7WWa :w :: ~ O a r u, »» 20 d. W as a 0=00 4- REFLECTED CEILING PLAN DRAWING NUMBER: ii a 1 T D C L J C\ CD N CO N- a o 04/25/0 S C M a_ H W z 0V)C J V) OJ STANDARD RESTROOM (LOCATED IN THE NON -SALES / CORRIDOR) t CORRIDOR N ON -SALES SALES TERNATE RESTROOM LIGHT) DOWNLIGHT SHELVING CABINET (NS -17) CORRIDOR N ON -SALES CORRIDOR N ON -SALES LIGHTING FLUORESCENT SHELVING SURFACE MOUNTED WALL PAINT FLOOR WAINSCOT BASE FINISHES: WALL PAINT FLOOR WA INSCOT LIGHTING DOWNLIGI -IT SHELVING CABINET (NS -17) NALL 1 PT -5 1 FC -4 1 SF-1 J -1 0 L am ) ALTERNATE RESTROOM (LOCATED IN SALES AREA - MN= PT -1 I FC - T -1 T -3 � T -5 RESTROOM MATRIX REFER TO SHEET A08.1 FOR STOREFRONT FINISHES REFER TO SHEET A00.2 FOR FINISH SCHEDULE PRIOR TO INSTALLATION OF ANY FLOORING, GC TO PERFORM MOISTURE TEST TO ENSURE THE CONCRETE FLOORS MEET MANUFACTURER'S REQUIREMENTS AS DIRECTED BY LSD &C. PROVIDE MOISTURE BARRIER AS REQUIRED. PAINT ALL EXPOSED WALLS & CEILINGS PT -1 UNLESS OTHERWISE NOTED PAINT NON —SALES DOORS PT -5 MITER ALL CORNERS OF WALL BASE FINISH PLAN NOTES WALL FINISH TO MATCH EXISTING MALL. FLOORI G REFER TO 13/A13.1 FOR TOILET ROOM FINISHES 1- HATCHED AREA INDICATES FLOORING TO MATCH (E) SERVICE CORRIDOR FG - iii ■ ■ ii// �w1 4 , ill I !E I / / / / / / //% )r � �/� // �/// /////� 1 — — —.v — I �l_ r49 % t 0 • i SF -2 i ND-3 /1 I I r �1 1 1 1 1 1 1 % 'rte /�ii�� /w' /��r /G��� :=11=1 /1: /=Xir' - 25 : =i�Ji 7.0 rile 74711 % WD -3 WD -3 ro o i /// =i =��ir �cs:-i ���- � A j rW.:5 0 = =s5 rc z_ 1 ilipP I' / / . %//////% j /. rte.✓ it MT -2 SF -2 PT -5 S -1 FC - SF -1 MALL SERVICE CORRIDOR N.I. . PT -5 13 ^1 FG -4 CO TOILET — — — —� 4 L � SF -1 NON -SALES — 1 3 LL to FC -4 ALIGN FLOOR TRANSITION W/ BACK OF DOOR JAMB NON -RATED CORRIDOR SF -1 f / %1 J m Az.-= is 1 /i ,1w/eii11/i/mw /',AM. 3630 F 1 3630 F 4830 F 4830 F 1 4830 F — — 101 _ _ 10' 10' _ _ _ 10� _ _ ^ � 1 C3 L� — — 483F F SF -1 I TO 48" A.F.F. TYP. 10' N C 4818 F PROCESSING AREA FC -13 14 53o F 4830 F I I 100 - - - 10 'L 10 ' — \ / 4830 F ` i 4818F m 10' 10' 0' 4830 F 4818 F 10' 4830 M -o I 4830 F 1 4530 F 1 F 1 4830 F 1 4830 F 10'i — — — 1 _ — — 1 0'I — — — 10' — — — 10' — — — 10 J NON - SALES 483E Fri 10'' 1 4818E 1 4818E 10' 10' r ., 10' -}830 M 7 4830 F .. 7 10' .. 4818 F 10' 10 PT -5 13 -1 FC -4 10' SF -1 T -4 PL -1 SF -2 SF -2 . 11 UNIT 1 MALL SERVICE CORRIDOR IN.LC.) PT -1 UNIT 1 FLOORING TO RUN UNDER CASHWRAP BACKWRAP ROOM 2 UNIT 4 FOCAL UNIT 1 FOCAL UNIT 1 UNIT 1 IINIT 1 ADJACENT TENANT (N.I.C.1 F OCAL ND-3 � � � _► �: ADJACENT TENANT (N PORTAL ABOVE p ABOVE ROAM 2 UNIT 1 FOCAL cN UNIT 1 rJ! JF ��%G JL�% En PORTAL ABOVE PORTAL ABOVE WIT 1 UNIT 1 UNIT 1 FOCAL ROOM 1 r 13 -3 UNIT 1 RECESSED BASE TYP. THROUGHOUT UNIT 1 COUNTERTOP 1 PL -1 SF -6 FC -3 COUNTERTOP MALL FLOORI G 251 SF -2 MT -2 POP -OUT LEASE LINE MALL LEASE LINE COMMONS HATCHED AREA INDICATES EXTENT OF NEW MALL FLOORING, "SF -6" REQUIRED TO CLOSURE LINE. PATCH 4 REPAIR (E) FLOOR AS REQ'D. G -4 OAP `- ` r� Ot7 ASI FLOOR & WALL FINISH PLAN s N E N 1/4 " :1' -O" A 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 H �^ r w n c N a m z U = Z w 00 <0 =� W u- W ce v a i n 0 &) W a oWa Z 0 Z 0 z w = a p 0 I W W cr),_ 0 O o W Z O z a Z� a w.C5 la ce re 0 ha W Q u- LLI a = O W Z W Z = 01- ce a = Z OZ � o W O 0 ~ w a Er i T r eoc 01=07: Fuju j:5 00 0 _ceo L:20c z ibr; 1— W 0 0 O w w Z a N DENNIS MICHAEL HEATi- STATE OF WASH11 3 0 } 0 0 REQUIRED BY: O � mar ! E 1 2 0:: � -aN rtnw4W a00HJ W Z Q z W - -W W w rn 'U)0 0 '" 2 CU r z REVISIONS: Le z 0 a W N O F- 0 - < 01- --Z O O O M J W Q F Z — II • W Q 0 n Cr 0 r- W 2 w O = 0 1-00 i= JZ 0 ozaeC.) < < 1 Q a 1- a F � -- r W E rr0EE E2 - Q 7 < a W aa 0.7 r N n 0 L-Z W C.51-00<_07.0 .- D L� 0 N CO CL 0 N N o ' w W '. z DO ,j0 V) N wo 0 0 F ATE HEED CITY OF TI frwae MAY , mai a DATE ISSUED: 04/25/1 8 DESIGNED BY: DRAWN BY: CHECKED BY: w J J FLOOR & WALL FINISH PLAN DRAWING NUMBER: 1 1\ / \/ r .l. r r _ 1. GENERAL CONTRACTOR IS RESPONSIBLE TO RECEIVE, UNPACK, ASSEMBLE AND SET ACCORDING TO THE FIXTURE PLAN ALL OWNER - FURNISHED DISPLAY FIXTURES AND PRESENTATION ITEMS. G.C. TO DISPOSE OF ALL. PACKING MATERIALS ACCORDINGLY. 2. UPON COMPLETION OF CABINET INSTALLATION, GENERAL CONTRACTOR TO INSPECT EVERY CABINET TO ENSURE THAT EACH DOOR -TANGS PLUMS AND TRUE, AND AT THE SAME TIME RE- TIGHTEN ALL HINGES. (FLOOR FIXTURES, PERIMETER CABINET, CASHWRAP AND BACKWRAP) 3. G.G. TO INSPECT ALL DRAWERS Et HARDWARE TO ENSURE PROPER OPERATION 4. G.G. TO INSPECT ALL FLOOR FIXTURE HARDWARE TO ENSURE THAT EACH DOOR AND DRAWER IS PLUMB AND TRUE, AND AT THE SAME TIME RE- TIGHTEN ALL HINGES. PRESENTATION PLAN NOTES 4830 F 10' 4830 F 10' 3630 F 10' 365 10' 1 0' FIXED SHELVING MOBILE SHELVING SIZE OF SHELVING FIXED OR MOBILE SHELVING HEIGHT SIZE OF SHELVING FIXED OR MOBILE SHELVING HEIGHT UNIT QTY 6 2 4 2 2 ED ED CID CID SALES AREA - GASI- IWRAP/SAGK 4RAP SALES AREA - PRESENTATION FIXTURES 3 X 3 TABLE 3 X 5 TABLE IMPULSE FIXTURE PLATFORM LARGE TOWER SMALL TOWER MODULAR FIXTURE (3 SHELVES) F-4 MODULAR FIXTURE (4 SHELVES) FF -16 PEDESTAL FIXTURE FEATURE FIXTURE A06. A06. A06. A06. A06. A06. A06. A06. A06. A06. 36" x 36" x 31" 36" x 60" x 31" 30" X 5 X 70" 36" X 26" x 18" II x 16 x 3 0 ° 36" x 36" x 63" 30" X 30" X 63" 20" X 20" X 63" 20" X 20" X 63" 20" X 20" X 33" 30" X 5q" X 70" NON -SALES AREA - FIXTURES �_ liligalWEllanaSiNgdinlal aOraWen I ;la:14KCI AM=ili sit = =1 : =r4 -[:r: zga:eF.wr=inF. 1!& - 1 1V lr"J _ - - - - CID 16' --0" BACKWRAP 7 -REG CASHWRAP CONDENSED A06.1 • A06. 1q3" x 2 x 34" 2 257 7/8" x 37" x 34" 2 MigivAlurZi- IMP.W∎ lwL UNIT TAG UNIT/FIXTURE DESCRIPTION REFERENCE DIMENSIONS (WxDx UNIT CITY UNIT TAG EMESM EMELITtleM IEOJ EIBMWRM CID CD CID CD ED ED CD CID UNIT/FIXTURE DESCRIPTION REFERENCE DIMENSIONS (WxDx MANAGER'S WORKSTATION A /A14 -2 72" x 30" x q6 3/4" MARKETING CART A06.1 20" X 36" X 26" LOCKERS J/A14.2 12 1/4" x 12 1/4" BULLETIN BOARD A06.1 36" X 48" SAFE M /A14.2 14" x 14" x 20" COAT HOOK A06.1 (6) @2" x 5" MICROWAVE / REFRIGERATOR A06.1 BY BRAND FLIP -UP LEDGE A06.1 20" DEEP - V' ir -_- SHELVING LEGEND PRESENTATION / FIXTURE SCHEDULE MALL SERVICE CORRIDOR, / / / / / / / / / / / i I r % 0 4 Mi . i 1 111111111111111111111 _,/ rr i � /4_ -� .x7== �I � sic =ire �7 9 Jr • MMi ■■ / �� I�� ����f�i=/�:L i II I - 1 I %f�.l I I I I L ei //�� fiiiiififiifiiiiiiiii` /i/ /l /.� - - J Cr A f. %/ / /fA / �J! ��J %r �f �� / //% ==C: -' = / //.=/wi��/.�./��i/r = <// f///// / / / / / / / / / / / / / /f / / / / / / / / / / / / / /�� 'I� �1f l� 'I� f�� 7 r/ t��/ wi��/ i /�w / / / / / / / / / / / / / /! / / / / / / / /!4§1 1 1 4 NON -RATED CORRIDOR 3630 F 3630 F 4830 F 4830 F 4630 F 4830 F 4830 F 4830 F 4830 F 4830 F 4830 F 4830 F 4830 F 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 101 10' 10' -- 10 _J_.._._. 10 _ 10'1 - -- IOJ- - -- 10'1 - -- 10'1 ___ 101 ___ 10'1 - -- 101___ 10J / \ 4 516] NS16 1 N 7 1C - - 71 I+ r r r1 I 1� 0 I Im I I Im f I - ,,,r,- 0 op* - - NS13 L I I i /iii 4830 F � I 1 - - - -- - - -- i - - - 4.30 1 1 / , L _ JL •F N5I e. 4818 F T 4818 F 4818 F l i 4818 F 1 1 4818 F 1 1 4818 F 1 , 10 10 1 I 1 4818 F I I I 1 �l 10/ 1 -------- 1 1 -------- 1 10 , 10 , 10 , 10 , 10 , 10 UNIT 4 FOCAL PROCESSING AREA UNIT 1 NON -$ALE$ 4830 M 10' 4630 F ., CO m Li- ca cO ROOM L -- 1 1 - I 1,0 1 ' I L m NON -SALES 1- /\ / 1 1 UNIT 1 MALL SERVICE CORRIDOR UNIT 1 ROOM 3 UNIT 1 FOCAL MET 1 FF 4] UNIT 1 0 0 UNIT 1 ADJACENT TENANT ADJACENT TENANT (N.I.C.) UNIT 1 FOCAL ROOM 2 UNIT 1 FOCAL UNIT 1 UNIT 1 GEED UNIT 1 UNIT 1 FOCAL ROOM 1 UNIT 1 FOCAL [FF -] UNIT 1 -4) UNIT 1 En FF -5 i MALL COMMONS (N.I.C.) 44" WIDE CLEAR EGRESS PATH TO BE MAINTAINED TI- IROUGHOUT SALES c repe � ; p i U1 gy MEANS OF EGRESS ILLUMINATION IBC 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. IBC 1006.2 Illumination level. The means of egress shall not be less than 1 foot - carat the walking level. IBC 1006.3 Illumination emergency power. The power supply for means of egress shall illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways.. 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior landings... for exit discharge doorways... W PRESENTATION PLAN 1/4 " :1 -0" A 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 IONS MOM! A;ri STATE OF WASHINGTOF4 w ,n c� m z r o a <U�ei a • o- ma 0 ▪ W Z a ° W d z ❑ z U Z w = W 0 O Z w 2 N y 0 1- 0 0 � 0wz = Z Z CC V7a 1-0 0 W w z w a 2 0 < w0 - r - W W W W a2M,2LP W rpwc-' V, ar a x aww WL wr <Z N _ wp -a�N r i w 7 02 a 2N a re OLa.a n0 W w z 17 2 Z a _r� - a c - 3 W p < W 7Z-J , U10 Z wamaz N 0 r - 0- ZO w Z pz aL0 ¢ a z 42 w ,i ° o O QD Wu W � ^ - 0a - LAW V1 CO W p ,n I = 1- VJ z 0 J 01 -00 - a r U 0 a a J v REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: , ti U a z J J w a �z2 N T m a � Z vr z W Z a It: U -ZV U ,,, !L, Oi-- VDU Na - �w w 0y rn ❑ L. w2o w ¢ w w `' ❑ z o : Z1S'L x or z1 W - Z0p~3 ar1I <W Z M 0 = a ow rz0Sy0 w 0 a r W Z a 0q 1 ❑L, o cc 3 ❑ CC 0I LLL w((/n,QUZ U Z J !2 0 0 W da2w� :? V1��O 0 Y 3 J W p m zz� atr: a a z ce J 0 cnz g 0 ❑0 W ,D - w FCC Z04.17 p a 3 w <v <W a }¢1- -Z Z W os a 0 ,r y - , - , n w w e r �i a 0 H U z W w W I 2 � m 3, a n< 00 evl REVISIONS: RECEIVED erry t) F 71 ?S[ firrr - w, ,., ,, DRAWING NUMBER: z 0 w �_ w 1 o1 z Li- Pm - ❑ 0 W r U J 1- N20 p a Z 0 w w ,..2 aPce, 0 w x W Y (11 w o : N 00 Mfx 0 W z p w 1- Vj 1 Z o,Z D � �n-c =~ wi c C (/7 ¢ r a' a ›- co-0zq- 4 _, ,y 2 - z 0 re U❑ J 0 7 w r_ Z Z W 0 w ra - a ¢ ❑ !it U a��a Q Z rn �� �, 0 W r p 7�'' 1- 0 01-_1 02 z 0Z ¢ =y ,Y Ua 1- Q, 3 ' =r w� 0 0U' Wwa =.. )- ~ Oar' : V 1 r r 2 J V 1 0 aaa a_ 0 2 0 0< U w Z PRESENTATION PLAN r 0 J r 0 1- Z 0 0 0 z 2 w 0 0 0 z 0 0 z 0 0 ❑ L� Z 0 1- a V1 0 D TE NOT USED INTERIOR ELEVATION INTERIOR ELEVATION 1/4 " =1' -0" 1/4 "_1' -0" 0 ♦ ♦ PT -1 B -3 COLUMN BEYOND; SEE A02.1 L • B -3 OPEN TO ROOM 3 BEYOND - PASS -THRU ROOM 2 ND-3 B -3 0 BRANDS B -3 PT -1 BRANDS UIIT 1 PT -1 TRIM �C F I 1 PT -1 BACKWALL ONLY SACKWRAP ROOM 3 J1 C 0 0x , � / �. B -3 SF -2 CLOSET DOORS K 0 r 0 r. D -1 12. PT -1 v CLOSET DOOR CASs -IWRAP BACKWRAP . 2 FT-1 �12 �2� BRANDS BRANDS H -3 TYP. EXPOSED WALLS 1 RRANDS B -3 4 1/2 WIDE TRIM FUTURE DEPARTMENT SIGNAGE Signage WD -3 nsia 5 UNIT 1 FOCAL ROOM 3 —I 8 -2 BRANDS 8 -3 •Li BRA DS UNIT 1 TRIM @ PASS- TI-IRU UNIT 1 WD -3 PT -1 B -3 B -2 BRA DS 1 —� WD -3 - WD -3 1-h IMIMIZEM FUTURE DEPARTMENT SIGNAGE T -4 1 BRANDS a � BRANDS BRANDS 1 < — BRANDS 1 00 os BRANDS BRANDS PT -1 um. 1 ROOM 2 B -3 PT -1 B -3 PT -1 AT DEMO SINK ND-3 I WD -3 BRANDS BRANDS / PT -1 UNIT 1 BRANDS Signage ERANDS BRANDS UNIT 1 FOCAL ROOM 1 ND-3 11 BRANDS 4 1/2 WIDE TRIM FUTURE DEPARTMENT SIGNAGE CENTERED ON HAY, TYP. 1 FT-1 BRANDS B -2 11 BRA S / —� B -3 UNIT 1 BRANDS / BR OS B -3 TYP. EXPOSED WALLS MT -2 1 NTRY GRILLE /DOOR PEDESTRIAN PLAQUE INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION 1/4 " =1' -0" D INTERIOR ELEVATION 1/4 " =1' -0" 11 sF -2 ENTRY GRILLE /DOORS PEDESTRIAN PLAQUE BRANDS BRANDS BRANDS 1 oRRNn- ow BRANBB 1 B -3 TYP. EXPOSED WALLS PT -1 UNT 8 -3 WD -3 4 1/2" WIDE TRIM FUTURE DEPARTMENT SIGNAGE UNIT FOCAL ROOM 1 B -2 PT -1 B -3 UNIT 1 TRIM @ PASS- TI-IRU 1 PT -1 WD -3 / BRANDS FUTURE UNIT 1 TRIM EPARTM ENT @ PASS -T14RU SI GNAGE Signage / BRANDS UNIT 1 FOCAL ROOM 2 DRAWER BRANDS B -2 WD -3 PT - BRANDS 1 1 I PT -1 JI UNIT 1 1 B -3 J LPT -1 _11 UNIT 4 FOCAL ROOM 3 B -2 FUTURE DEPARTMENT SIGNAGE CENTERED ON BAY, TYP. 4 1/2 WIDE TRIM WIT 1 i•, SEMI-GLOSS Tr 0 1/4 " =1' -0" 0 —I G-4 PT -1 ROLLING GRILLE EMERGENCY PULL S -3 11 n n Q. Q ROLLING GRILLE KEY sW ITc1 -1 MT -2 OPEN TO MALL. COMMONS ROOM 1 METAL SEAM i 7 7 7 7 7 7 7 FT-1 1 H -3 G -4 1/4 " :1' -O" C B A 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510,865.1611 L 0 0 DEWS M:1✓FlkEt I € €t#1 STATE OF WA�.;TOgi F- j w F -W IX a UJ 4 a ww L ' A ° w I S W b N w Q U W 7 >z tn a a O w w c � _ o ci 0 Vl Z z LLI CL _ h Q n 3 w ocez F 7 jCtn p Z I. • 0 0 C- o 001 -h Za ccwu 0 E D 4 � m t] 0 Z U1 l- < E 0 ow oo- to 0 e 0 0 Z ZtZ _ J REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: )— - w W w O ;5! b Z a= z 2oo3 a w w Z 7 0 ~ a I- 0 I 0 - - z0x NO VC' O a w z O Z j Z F O J ap 3Zcj::: V¢ O O V LB -W(nQ ZL J Z J C:12 cL -m om d pO r J 17¢ aiz m -mo N Z • g N O (9 - wN E- Z 17¢Z a r g F :z Z : 19 ¢ S a r a r N W 4 • ~ W p W 'M I c J w1- • 3tna CC W 1- Z W co V 00 I 073 07 D 0 z O CO ce t.D W z 0 ~ _ J W cn =< LL � (n LU NH REVISIONS: FiSCErvgn CITY OF TI.11(UVlt.A FE MIT NiE1 DRAWING NUMBER: o� a 1- W_ - 0 - Z II- - 0 O w w V -1 m F 01- Z Z Z w 71 w a aU�ic CC N z I- z H a w t o : W 0 Z c O La r c Qz Y D '- 09 g O 7 0 C 7 ~ O et v , x -:o_ x _ z ' 0 � - V > w v aza >- maO Q 0 w C ()¢ UO� O N H w1-- z a - ( n= o Q O O Zz Z UZ° - w w ar 1 - o m C? U 4 a 4� 0N D V1 V1 i W O 0 7 x J W :Lug- - 7 v ::e 37 0 h Ox 0 0 .CC J T z Z ¢a1 =a o O 1-a l - ( = -_ WE z c7 c9 [9ww wFoeLOO1 -Q >- (n 77 YJ (n V1 O x00c Li zw INTERIOR ELEVATIONS Z O W w a O Y W 0 0< co w c0 Z(l1N NI w O O O 1- w� 0- I- 0_ w z 0- 0 , 0 n© LLI CI) 0 J DATE 04/25/0 S CJ MJ Till W.= = mo = = —= iii NM ELI NM NOT USED INTERIOR ELEVATION INTERIOR ELEVATION 1/4 " =1' -0" 1/4 "_1' -0" 0 ♦ ♦ PT -1 B -3 COLUMN BEYOND; SEE A02.1 L • B -3 OPEN TO ROOM 3 BEYOND - PASS -THRU ROOM 2 ND-3 B -3 0 BRANDS B -3 PT -1 BRANDS UIIT 1 PT -1 TRIM �C F I 1 PT -1 BACKWALL ONLY SACKWRAP ROOM 3 J1 C 0 0x , � / �. B -3 SF -2 CLOSET DOORS K 0 r 0 r. D -1 12. PT -1 v CLOSET DOOR CASs -IWRAP BACKWRAP . 2 FT-1 �12 �2� BRANDS BRANDS H -3 TYP. EXPOSED WALLS 1 RRANDS B -3 4 1/2 WIDE TRIM FUTURE DEPARTMENT SIGNAGE Signage WD -3 nsia 5 UNIT 1 FOCAL ROOM 3 —I 8 -2 BRANDS 8 -3 •Li BRA DS UNIT 1 TRIM @ PASS- TI-IRU UNIT 1 WD -3 PT -1 B -3 B -2 BRA DS 1 —� WD -3 - WD -3 1-h IMIMIZEM FUTURE DEPARTMENT SIGNAGE T -4 1 BRANDS a � BRANDS BRANDS 1 < — BRANDS 1 00 os BRANDS BRANDS PT -1 um. 1 ROOM 2 B -3 PT -1 B -3 PT -1 AT DEMO SINK ND-3 I WD -3 BRANDS BRANDS / PT -1 UNIT 1 BRANDS Signage ERANDS BRANDS UNIT 1 FOCAL ROOM 1 ND-3 11 BRANDS 4 1/2 WIDE TRIM FUTURE DEPARTMENT SIGNAGE CENTERED ON HAY, TYP. 1 FT-1 BRANDS B -2 11 BRA S / —� B -3 UNIT 1 BRANDS / BR OS B -3 TYP. EXPOSED WALLS MT -2 1 NTRY GRILLE /DOOR PEDESTRIAN PLAQUE INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION 1/4 " =1' -0" D INTERIOR ELEVATION 1/4 " =1' -0" 11 sF -2 ENTRY GRILLE /DOORS PEDESTRIAN PLAQUE BRANDS BRANDS BRANDS 1 oRRNn- ow BRANBB 1 B -3 TYP. EXPOSED WALLS PT -1 UNT 8 -3 WD -3 4 1/2" WIDE TRIM FUTURE DEPARTMENT SIGNAGE UNIT FOCAL ROOM 1 B -2 PT -1 B -3 UNIT 1 TRIM @ PASS- TI-IRU 1 PT -1 WD -3 / BRANDS FUTURE UNIT 1 TRIM EPARTM ENT @ PASS -T14RU SI GNAGE Signage / BRANDS UNIT 1 FOCAL ROOM 2 DRAWER BRANDS B -2 WD -3 PT - BRANDS 1 1 I PT -1 JI UNIT 1 1 B -3 J LPT -1 _11 UNIT 4 FOCAL ROOM 3 B -2 FUTURE DEPARTMENT SIGNAGE CENTERED ON BAY, TYP. 4 1/2 WIDE TRIM WIT 1 i•, SEMI-GLOSS Tr 0 1/4 " =1' -0" 0 —I G-4 PT -1 ROLLING GRILLE EMERGENCY PULL S -3 11 n n Q. Q ROLLING GRILLE KEY sW ITc1 -1 MT -2 OPEN TO MALL. COMMONS ROOM 1 METAL SEAM i 7 7 7 7 7 7 7 FT-1 1 H -3 G -4 1/4 " :1' -O" C B A 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510,865.1611 L 0 0 DEWS M:1✓FlkEt I € €t#1 STATE OF WA�.;TOgi F- j w F -W IX a UJ 4 a ww L ' A ° w I S W b N w Q U W 7 >z tn a a O w w c � _ o ci 0 Vl Z z LLI CL _ h Q n 3 w ocez F 7 jCtn p Z I. • 0 0 C- o 001 -h Za ccwu 0 E D 4 � m t] 0 Z U1 l- < E 0 ow oo- to 0 e 0 0 Z ZtZ _ J REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: )— - w W w O ;5! b Z a= z 2oo3 a w w Z 7 0 ~ a I- 0 I 0 - - z0x NO VC' O a w z O Z j Z F O J ap 3Zcj::: V¢ O O V LB -W(nQ ZL J Z J C:12 cL -m om d pO r J 17¢ aiz m -mo N Z • g N O (9 - wN E- Z 17¢Z a r g F :z Z : 19 ¢ S a r a r N W 4 • ~ W p W 'M I c J w1- • 3tna CC W 1- Z W co V 00 I 073 07 D 0 z O CO ce t.D W z 0 ~ _ J W cn =< LL � (n LU NH REVISIONS: FiSCErvgn CITY OF TI.11(UVlt.A FE MIT NiE1 DRAWING NUMBER: o� a 1- W_ - 0 - Z II- - 0 O w w V -1 m F 01- Z Z Z w 71 w a aU�ic CC N z I- z H a w t o : W 0 Z c O La r c Qz Y D '- 09 g O 7 0 C 7 ~ O et v , x -:o_ x _ z ' 0 � - V > w v aza >- maO Q 0 w C ()¢ UO� O N H w1-- z a - ( n= o Q O O Zz Z UZ° - w w ar 1 - o m C? U 4 a 4� 0N D V1 V1 i W O 0 7 x J W :Lug- - 7 v ::e 37 0 h Ox 0 0 .CC J T z Z ¢a1 =a o O 1-a l - ( = -_ WE z c7 c9 [9ww wFoeLOO1 -Q >- (n 77 YJ (n V1 O x00c Li zw INTERIOR ELEVATIONS Z O W w a O Y W 0 0< co w c0 Z(l1N NI w O O O 1- w� 0- I- 0_ w z 0- 0 , 0 n© LLI CI) 0 J DATE 04/25/0 S CJ MJ LEASE LINE 10' --5" A.F.F. T.D. WOOD PLANKING T.O. MTL. CANOPY T.O. WINDOW FRAME S.- IIPLAP WOOD PLANKING SF -2 6" THICK BUILT -UP WINDOW FRAME MT -2 I G -4 1/2" CLEAR ANODIZED ALUMINUM REVEAL (N) NEUTRAL PIER 3/4" MTL. REVEAL 1' -6 1/2" A.F.F. B.O. WINDOW FRAME B.D. WOOD PLANKING 0' -8" A.F.F. T.O. MTL. BASE (3 ; - _;; OPP. g STOREFRONT BY ADJACENT TENANT, NIC 0 4 z 0 1Z MT -3 1 _ -_ _ _ 9P SI- IIPLAP WOOD PLANKING SF -2 q" THICK MTL. CANOPY MT -2 __1I el EQ. bo A OPEN .OF GRILLE $ SIGNAGE LINE OF MTL. SEAM, TYP. COLUMN BEYOND EQ. 16" HIGH SKINNY SOLID SIGNAGE 1 i MT - 2 ry /////7 7 ///,/// 1 / / / /// 'i' ' / / / // / /r' //l 6' -0 7/8 O8. 5I6 z J 4 STOREFRONT SIGNAGE TO BE SUBMITTED UNDER SEPERATE PERMIT. MITRE ALL INTERIOR AND EXTERIOR CORNERS OF WOOD PLANKING, WHERE OCCURS. 1 MT -3 LEASE LINE MT -2 WD -3 G -4 STOREFRONT BY 15' -6" A.F.F. (V.I.F.) 12 A.F.F. (V.I.F.) S.O. MALL BULKHEAD BEI -IIND STOREFRONT B.O. MTL. CANOPY T.O. WINDOW FRAME MTL. PANEL SEAM, TYP. MTL. PANEL STOREFRONT T.O. STOREFRONT CONSTRUCTION q -S" A.F.F. 5" WIDE WINDOW FRAME I 1/2" CLEAR ANODIZED ALUMINUM REVEAL (N) NEUTRAL PIER 3/4" MTL. REVEAL- 1 1/2" A.F.F. B.O. WINDOW FRAME ADJACENT TENANT, NIC 1' -5 3/4 A.F.F. T.O. MTL. BASE 0 A.F.F. FINISH FLOOR STOREFRONT ELEVATION - GRILLE 1/2 " =1' -0" B 0 OPP. (N) NEUTRAL PIER 1/2" CLEAR ANODIZED ALUMINUM REVEAL WOOD PLANKING I SF -2 EQ. EQ WOOD TRIM (PREFINISHED WHITE) PLASTIC LAMINATE COUNTERTOP 1 PL -1 —1/2" CLEAR TEMPERED GLAZING I G -4 6 -0 3/4" 6 3/4" 6" THICK BUILT -UP WINDOW FRAME 1 MT -2 I WOOD PLANKING I 1 SF -2 13 -4 3/4" WOOD PLANKING WALL 2" r w' LINE OF MTL. CANOPY ABOVE MT -2 PT -1 1 SF -2 I LINE OF GYP. BD. SOFFIT ABOVE, SHOWN DASHED PEDESTRIAN PLAQUE LEASE LINE WOOD PLANKING ABOVE CANOPY, SHOWN DASHED 21 -0" FINISI -IED OPENING 48' -0" LEASE LINE TO LEASE LINE MALL BULKHEAD ABOVE LINE OF ROLLING GRILLE PT -1 PEDESTRIAN PLAQUE. ALIGN TO PLAQUE ON PLANKING SIDE 16" HIGH SIGN METAL CANOPY MT -2 11 MTL. PANEL STOREFRONT MT -2 I 1 1 1 1 2 " — 1/2" CLEAR TEMPERED GLAZING 5" WIDE WINDOW FRAME PL -1 I WD -3 11' -0" METAL WALL WOOD TRIM (PREFINISHE1 WHITE) PLASTIC LAMINATE COUNTERTOP G -4 MTL. PANEL STOREFRONT MT -2 I WOOD PLANKING 1 5F-2 I WOO}- PLANKING 'rW ALL OB. (N) NEUTRAL PIER 1/2" CLEAR ANODIZED ALUMINUM REVEAL r"' ENLARGED PLAN AT STOREFRONT 1/2 " =1' -0" A 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.8651 611 DENNIS MICHAEL HEAT' - STATE OF WASHINGTON W r r ( " tlo mz U O Z N O O v o a !l= 11 a w p'�4 ¢ Ul ° O 1 ao �azz w - O z O 1 r w w 0 Z w 2 N 0 a D 0 W z= z Z 0 a }- C7 O w w Z U 0 L ` as 0 Q La < }_ 0 L, J L eg wli0 Q z DS w w 0 a~ p : W I w a IX 1 - i, ,� W w w w o 61n w 3 l ,, ¢ I (7,1 � �z 2 f/ Q D � 0 Q O W ° w � U = W O - } U r N Z r Z N �r w p c z w r 7 2 j a Ul U W z3 ± z ;a O c 0L U wy� CD r °!Z_ W r m W W Ul ox- W U p N H Q }- O = w Z 0 _ j Er_ v Z z a .. rVOQa J:. REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: z • N J � J � J = m az (n N }- In l+ - ° ac �A� J Z w Z Q Z U U 0 l - °¢wln U10 N 0 w I a to 0 w OW =°w O d F ? Q ° w W O ZL7z w ° a 2 0 W 1- ZOSAO w D w z O w }- z_z�OcL a N I 0 � z 0 U V W O U Da00 F En, I+-w Ul¢UZ 0 Z J m O O w Q 2 x a_ r I^ } w o m Q Q Z Q a O 2 J z: 00 w :0 0 2mc -U o � Q :a n.z C I OF'_'O °~ W J a 2 = a a ¢ J w F }-0 3(/00 z 0 z 1!— REVISIONS: e ITV OF it iKWgLA p. Q=°_ air STOREFRONT PLAN & ELEV. DRAWING NUMBER: r O o- z �. 0 . a., ✓ ° a °Z � J w 0 a w U � a g2 z 0 WZ " - O ', Z°`Sc Z : p F' owa(�l x � - y , 2o 3wva ° w C: (3c m al � '. � z 0 Q tr L J N , W l OL IQCD Q W � tn, a Fw0 7w( ' �9 ° 0 Ul 0Z a ww 0 DATE'. 04/25/08 SW CJ MJ DH SSd -� 0 1 6' -0 3/4" LEASE LINE 10' --5" A.F.F. T.D. WOOD PLANKING T.O. MTL. CANOPY T.O. WINDOW FRAME S.- IIPLAP WOOD PLANKING SF -2 6" THICK BUILT -UP WINDOW FRAME MT -2 I G -4 1/2" CLEAR ANODIZED ALUMINUM REVEAL (N) NEUTRAL PIER 3/4" MTL. REVEAL 1' -6 1/2" A.F.F. B.O. WINDOW FRAME B.D. WOOD PLANKING 0' -8" A.F.F. T.O. MTL. BASE (3 ; - _;; OPP. g STOREFRONT BY ADJACENT TENANT, NIC 0 4 z 0 1Z MT -3 1 _ -_ _ _ 9P SI- IIPLAP WOOD PLANKING SF -2 q" THICK MTL. CANOPY MT -2 __1I el EQ. bo A OPEN .OF GRILLE $ SIGNAGE LINE OF MTL. SEAM, TYP. COLUMN BEYOND EQ. 16" HIGH SKINNY SOLID SIGNAGE 1 i MT - 2 ry /////7 7 ///,/// 1 / / / /// 'i' ' / / / // / /r' //l 6' -0 7/8 O8. 5I6 z J 4 STOREFRONT SIGNAGE TO BE SUBMITTED UNDER SEPERATE PERMIT. MITRE ALL INTERIOR AND EXTERIOR CORNERS OF WOOD PLANKING, WHERE OCCURS. 1 MT -3 LEASE LINE MT -2 WD -3 G -4 STOREFRONT BY 15' -6" A.F.F. (V.I.F.) 12 A.F.F. (V.I.F.) S.O. MALL BULKHEAD BEI -IIND STOREFRONT B.O. MTL. CANOPY T.O. WINDOW FRAME MTL. PANEL SEAM, TYP. MTL. PANEL STOREFRONT T.O. STOREFRONT CONSTRUCTION q -S" A.F.F. 5" WIDE WINDOW FRAME I 1/2" CLEAR ANODIZED ALUMINUM REVEAL (N) NEUTRAL PIER 3/4" MTL. REVEAL- 1 1/2" A.F.F. B.O. WINDOW FRAME ADJACENT TENANT, NIC 1' -5 3/4 A.F.F. T.O. MTL. BASE 0 A.F.F. FINISH FLOOR STOREFRONT ELEVATION - GRILLE 1/2 " =1' -0" B 0 OPP. (N) NEUTRAL PIER 1/2" CLEAR ANODIZED ALUMINUM REVEAL WOOD PLANKING I SF -2 EQ. EQ WOOD TRIM (PREFINISHED WHITE) PLASTIC LAMINATE COUNTERTOP 1 PL -1 —1/2" CLEAR TEMPERED GLAZING I G -4 6 -0 3/4" 6 3/4" 6" THICK BUILT -UP WINDOW FRAME 1 MT -2 I WOOD PLANKING I 1 SF -2 13 -4 3/4" WOOD PLANKING WALL 2" r w' LINE OF MTL. CANOPY ABOVE MT -2 PT -1 1 SF -2 I LINE OF GYP. BD. SOFFIT ABOVE, SHOWN DASHED PEDESTRIAN PLAQUE LEASE LINE WOOD PLANKING ABOVE CANOPY, SHOWN DASHED 21 -0" FINISI -IED OPENING 48' -0" LEASE LINE TO LEASE LINE MALL BULKHEAD ABOVE LINE OF ROLLING GRILLE PT -1 PEDESTRIAN PLAQUE. ALIGN TO PLAQUE ON PLANKING SIDE 16" HIGH SIGN METAL CANOPY MT -2 11 MTL. PANEL STOREFRONT MT -2 I 1 1 1 1 2 " — 1/2" CLEAR TEMPERED GLAZING 5" WIDE WINDOW FRAME PL -1 I WD -3 11' -0" METAL WALL WOOD TRIM (PREFINISHE1 WHITE) PLASTIC LAMINATE COUNTERTOP G -4 MTL. PANEL STOREFRONT MT -2 I WOOD PLANKING 1 5F-2 I WOO}- PLANKING 'rW ALL OB. (N) NEUTRAL PIER 1/2" CLEAR ANODIZED ALUMINUM REVEAL r"' ENLARGED PLAN AT STOREFRONT 1/2 " =1' -0" A 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.8651 611 DENNIS MICHAEL HEAT' - STATE OF WASHINGTON W r r ( " tlo mz U O Z N O O v o a !l= 11 a w p'�4 ¢ Ul ° O 1 ao �azz w - O z O 1 r w w 0 Z w 2 N 0 a D 0 W z= z Z 0 a }- C7 O w w Z U 0 L ` as 0 Q La < }_ 0 L, J L eg wli0 Q z DS w w 0 a~ p : W I w a IX 1 - i, ,� W w w w o 61n w 3 l ,, ¢ I (7,1 � �z 2 f/ Q D � 0 Q O W ° w � U = W O - } U r N Z r Z N �r w p c z w r 7 2 j a Ul U W z3 ± z ;a O c 0L U wy� CD r °!Z_ W r m W W Ul ox- W U p N H Q }- O = w Z 0 _ j Er_ v Z z a .. rVOQa J:. REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: z • N J � J � J = m az (n N }- In l+ - ° ac �A� J Z w Z Q Z U U 0 l - °¢wln U10 N 0 w I a to 0 w OW =°w O d F ? Q ° w W O ZL7z w ° a 2 0 W 1- ZOSAO w D w z O w }- z_z�OcL a N I 0 � z 0 U V W O U Da00 F En, I+-w Ul¢UZ 0 Z J m O O w Q 2 x a_ r I^ } w o m Q Q Z Q a O 2 J z: 00 w :0 0 2mc -U o � Q :a n.z C I OF'_'O °~ W J a 2 = a a ¢ J w F }-0 3(/00 z 0 z 1!— REVISIONS: e ITV OF it iKWgLA p. Q=°_ air STOREFRONT PLAN & ELEV. DRAWING NUMBER: r O o- z �. 0 . a., ✓ ° a °Z � J w 0 a w U � a g2 z 0 WZ " - O ', Z°`Sc Z : p F' owa(�l x � - y , 2o 3wva ° w C: (3c m al � '. � z 0 Q tr L J N , W l OL IQCD Q W � tn, a Fw0 7w( ' �9 ° 0 Ul 0Z a ww 0 DATE'. 04/25/08 SW CJ MJ DH G.G. TO INSTALL (1) LAYER OF 5/8" TYPE 'X' GYP. D. UP TO DECK ON SACK OF MALL BULKHEAD IF NOT EXISTING (E) MALL BULKHEAD, S1 -40WN I4ATCI ED (E) STEEL I -BEAM NESTED MTL. STUD BEAM; SEE STRUCTURAL DRAWINGS 13' -3" A.F.F. (V.I.F.) B.O. (E) STEEL I -BEAM 5/8" GYP BD. OVER MTL. STUD FRAMING PT - 1 11 FINISHED CEILING - REFER TO 5/Al2.3 - r� A.F.F. WOOD TRIM 1 PT--1 1 CONVENIENCE OUTLET, SHOWN DASHED MARKETING RAILS, INSTALL BLOCKING AS REQUIRED GYP. BD. WALL BEYOND PT-1 WALL OUTLET BEYOND TYP. EACH SIDE PLASTIC LAMINATE COUNTERTOP OVER 3/4" PLYWOOD OVER METAL STUD FRAMING PL - 1 11 PREFINISHED METAL ANGLE SUPPORT PT -1 1 PT -1 1 WOOD BASE PT -1 11 10' -6" A.F.F. B.O. CEILING B.O. SOFFIT 5/8 GYP. BD. OVER MTL. STUD FRAMING 1 SALES L r FC -8 rrk 7 ALIGN • • 1/4" / . / / \ / / \ / / y / / / / / / / / • 08. LJ ALIGN 11 EQ. • 1 1 1 1 ■ DISPLAY AREA 4 1/2" N EQ. \ 11 u / 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � a■ -- - - - - moo 3 1/2" 0 METAL WALL BEYOND POP -OUT LEASE LINE LEASE LINE MTL. STUD FRAMING. SEE STRUCTURAL DRAWINGS B.O. (E) MALL BULKHEAD WOOD PLANKING 1 SF -2 1 6" BUILT -UP WINDOW FRAME 1 MT - 2 1 OPP. SF--6 J, MALL FLOORING 15' -6" A.F.F. (V.I.F.) T.O. STOREFRONT CONSTRUCTION 15' -5" A.F.F. (V.I.F.) T.O. (E) MALL SOFFIT B.O. (E) MALL SOFFIT B.O. (N) BULKHEAD RECESSED TRACK LIGHTS MALL COMMONS EDGE OF WOOD WINDOW FRAME BEYOND EDGE OF METAL WINDOW FRAME 1/2" CLEAR TEMPERED GLAZING G -4 11 B.O. WINDOW FRAME WOOD PLANKING 1 SF - 2 3/4" MTL. REVEAL MTL. BASE MT -2 1 13' -11" 12' --0" A.F.F. (V.I.F.) T.O. DISPLAY AREA COUNTERTOP METAL CANOPY BEYOND 2' -0 1/2" A.F.F 1' -6 1/2" A.F.F. 0' -8" A.F.F. T.O. MTL. BASE 0 -0" A.F.F. FINISH FLD R G.G. TO INSTALL (1) LAYER OF 5/8" TYPE 'X' GYP. D. UP TO DECK ON BACK OF MALL BULKHEAD IF NOT EXISTING (E) MALL BULKS -LEAD, SHOWN HATCHED (E) STEEL I -BEAM NESTED MTL. STUD BEAM; SEE STRUCTURAL DRAW INGS 13' -3" A.F.F. (V.I.F.) B.O. (E) STEEL I -BEAM EXTENT OF BULKHEAD TO BE DEMOLISHED SHOWN HATCHED 5/8" GYP. D. OVER MTL. STUD FRAMING PT -1 1 FINISI -4ED CEILING - REFER TO 5/Al2.3 10-6" A.F.F. B. CEILING WOOD TRIM 1 PT -1 9' -3" A.F.F. B.O. SOFFIT CONVENIENCE OUTLET, SHOW DASHED MARKETING RAILS, INSTALL BLOCKING AS REQUIRED GYP. BD. WALL BEYOND PT -1 PT -1 WALL OUTLET BEYOND TYP. EACH SIDE PLASTIC LAMINATE COUNTERTOP OVER 3/4" PLYWOOD OVER METAL STUD FRAMING P L - 1 I PREFINISHED METAL ANGLE SUPPORT 5/8" GYP. D. OVER MTL. STUD FRAMING PT -1 1 WOOD BASE SALES FC -8 1 ■ 7 ALIGN E 1/2" / • • / / < / I 1 1 1 1 �.� 3 1/2" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MALL FLOORING MT -2 LEASE LINE WD -3 T .O. (E) MALL SOFFIT 13' -11" (V.I.F.) B.O. (E) MALL SOFFIT B.O. (N) BULKS -LEAD METAL PANELS MTL. STUD FRAMING. SEE STRUCTURAL DRAWINGS 12' -0" A.F.F. (V.I.F.) B.O. (E) MALL BULKHEAD POP -OUT LEASE LINE RECESSED TRACK LIGHTS MALL COMMONS EDGE OF WINDOW FRAME BEYOND 1 G - 4 11 15' - 6" A.F.F. (V.I.F. T.O. STOREFRONT CONSTRUCTION 15' -5" A.F.F. (V.I.F.) MTL. BASE 1 MT -2 q" METAL CANOPY MT -2 11 B.D. MTL. CANOPY 1/2 CLEAR TEMPERED GLAZING q' -8" A.F.F 1' -11 1/2" A.F.F. T.O. DISPLAY AREA COUNTERTOP 1' -5 3/4" A.F.F. T.O. MTL. SASE 3/4" MTL. REVEAL- 0 A.F.F. FINISH FLOOR NOTE: ROLLING GRILLE MOTOR TO BE LOCATED ON SAME SIDE OF ENTRY AS GRILLE CONTROLS. MOUNT EMERGENCY PULL DEVICE AT 48" A.F.F. MOUNT KEY SWITCHES AT 24" A.F.F. G.C. TO INSTALL (1) LAYER OF 5/6" TYPE 'X' GYP. BD. UP TO DECK ON SACK OF MALL BULKHEAD IF NOT EXISTING (E) MALL BULKHEAD, SHOWN HATCH ED (E) STEEL I -BEAM ROLLING GRILLE WITH FRONT LOADED MOTOR BY ROLLING GRILLE MANUFACTURER 10 A.F.F q' -6 A.F.F. PT -1 I B.O. CEILING FINISHED CEILING - REFER TO B /Al2.3 B.O. MTL. CANOPY NESTED MTL. STUD BEAM - REFER TO STRUCTURAL DRAWINGS DISPLAY WINDOW BEYOND LINE OF GYP. SD. WALL BEYOND STOREFRONT ENTRY GRILLE $ GUIDE G.G. TO GUT BACK BASE * MITER SALES OB • /I FC -6 7 1/4" 1 63/4 ALIGN 5 311 6 V2" 1 2" EQ ▪ • • \ \ • / • / 1 • / -08. / / -- 2 -0 3/4" Bath & Body Works L- I die SF -6 J • • OF KEY SNITCH MATCH MALL FLOORING 2 -2 1/4" 11 1 • 1 MALL WOOD PLANKING SF - 2 I METAL PANELS BEYOND I MT - 2 LEASE LINE " FLOORING MTL. CANOPY 1 MT -2 RECESSED DOWNLIGI -IT LINE OF SEAM - ALIGN TO CENTER OF DOWN LIGHTS MALL COMMONS WOOD DISPLAY WINDOW FRAME BEYOND MTL. WALL BEYOND MT -2 I KEY SWITCH 3/4" MTL. REVEAL MTL. SASE MT--2 1 15' -6" A.F.F. (V.I.F.) T.O. STOREFRONT CONSTRUCTION 15--5 �� A.F.F. (V.I.F.) T.O. (E) MALL SOFFIT 13' -11" A.F.F. (V.I.F.) B.O. (E) MALL SOFFIT B.O. (N) BULKHEAD POP - OUT LEASE LINE 13' -3" A.F.F. (V.I.F.) B.O. (E) STEEL I -BEAM EXTENT OF BULKHEAD TO BE DEMOLISHED SHOWN HATCHED MTL. STUD FRAMING. SEE STRUCTURAL DRAW INGS 12' -0" A.F.F, (V.I.F.) B.O. (E) MALL BULKHEAD 16" I- 41GI -I SIGN LIGHT TROUGH, PAINT 1 PT - 1 PEDESTRIAN PLAQUE. ALIGN TO PLAQUE ON PLANKING SIDE 6 Y FLOORING FROM POP -OUT LEASE LINE TO CLOSURE LINE TO MATCI -I MALL FLOORING, TYP. U.O.N. FLUORESCENT LIGHT - REFER TO DETAIL FOR TROUGH DIMENSIONS 9' -8" A.F.F B.D. MTL. CANOPY 3 5/8 MTL. STUDS AT 16" O.C. AT CANOPY CANTILEVER - SEE STRUCTURAL DRAWINGS 1 -5 3/4 A.F.F. T.O. MTL. BASE 0 A.F.F. FINISH FLODR SECTION THRU DISPLAY AREA (PLANKING SIDE) 1 1/2 "-1' -0" C SECTION THRU DISPLAY AREA (METAL SIDE) 1 1/2 "_1' -0" B SECTION THRU ENTRY GRILLE 1 1/2 "_1' -0" A 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510,865.1611 DENNIS MICHAEL HEAP STATE: OF WASI3U GTOM£ W ye w V 11 ul [� Z O7 Zv1 b � r (n o 1i ao,�^,,a0 Z 0 Z w F r w z N?o O W z z zv1 a F. 0 0 w w Z rn wEt Ir0 a .> - - REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: ehmm 3�z • ° J 0 W z 1H VI �+-OW 0 4 UOI - z w z az a ° 3xt» O W w O ' 5 W O F O a W -J W W a N 0 a x? a 0 • a w d x Z w z Lt 0 a = z ox w O d~ W x aa�� - W ~ J Z 0 J d a0 COr� - : �wvi=::: U ZJ UzJaO a In r a U } :0- z W° m az.:o z N 0 0 W - Wy r a W U °� a as z cI w i) ° ~ W W 2 -n. W 0 O J c Y 1- 0 ((1<0 od , REVISIONS: RECEIVED 1= TI JFtrt�"s 1' ) I. •r 11 aRMrr 4ENTER STOREFRONT SECTIONS DRAWING NUMBER: : L i b : w 2 Z i ti O O wti J r N =O O '. 1- O r w W ' U a w ; a m w S W � off _ 00 , w p a a vY az 0 7 p T a 7 C W p� , w d ' NO , Ta - C7 -V g � w� . y U a 0 0 J 0 JZ Z '. a � w0 >w 0 ' , v1 aaax�ti c� 4zN�zp wln w ' fa/1 a U 0 Z ~��f !1 w Z V) : LLI waV1^p wl � 3 �v d e . O Z L Ua r ao f z w' a r r 0 vi E' 2a x x 0 V7 w�f U' a W Qom~ °!L1 rv7 0 )-2 Jv70 2w 00 0 0 a 0200a 0 i U F U U a? O� a O 0 O w a 0, 0 co z z 0 U z 0 U- 0 O Q v) In O •• o W i- Q 0 4c Y W 9 O Z W 0 0 z w w Q D TE oa /zs /qs s�v J� LINE OF WOOD PLANKING FASCIA SF -2 TOP OF CANOPY BEYOND, SHOWN DASHED SIDE MOUNTED FLUORESCENT LIGHT LIGHT TROUGH MAY BE ANGLED TO FIT CANOPY DOWNLIGHT. REFER TO SECTIONS. 5/8" GYP. BD. OVER MTL. STUD FRAMING PT -1 1 REFER TO SECTION TOP OF MTL. CANOPY. SEE STOREFRONT SECTIONS FOR CANOPY CONSTRUCTION 1 MT -2 I METAL 135' ANGLE, 1" x 1", PAINTED MATTE WHITE, TO SHIELD LIGI -IT FROM ABOVE S r- ALIGN -.r REFER TO SPECIFICATIONS FOR PRODUCT INFORMATION AND CONTACT NESTED MTL. STUD POST - SEE STRUCTURAL DRAWINGS ROLLING GRILLE SUPPORT $ GUIDE 0 0 i L _i 5/8" GYP. BD. OVER MTL STUD FRAMING PT -1 LINE OF SURFACE MOUNTED WOOD SASE BELOW, CHAMFER AT GRILLE 1 B -3 1 /4" z J SALES BLOCKING AS REQUIRED 3/4" SH I PLAP WOOD PLANKING OVER 3/4" PLYWOOD OVER MTL. STUD FRAMING 1 SF -2 I MALL SALES 5/8" GYP. BD. OVER MTL. STUD FRAMING PT -I _11 LINE OF SURFACE MOUNTED WOOD BASE BELOW, CHAMFER ENDS Bra 1 TUCK EDGE OF METAL INTO SLOT OF GRILL BLOCKING AS REQUIRED MTL. CLADDING ADHESIVE OVER 3/4" PLYWOOD OVER MTL. STUD FRAMING MT -2 I MALL 1/4" r co z c3 iI O O NESTED MTL. STUD POST - SEE STRUCTURAL DRAWINGS ROLLING GRILLE SUPPORT $ GUIDE UPLIGHT AT STOREFRONT CANOPY BASE AT STOREFRONT 6 "=1' -0" 42DA084MOUPLT 5/8" GYP. BD. OVER MTL. STUD FRAMING LINE OF WOOD BASE BELOW ,F NESTED WI -IERE OCC STRUCTURAL 3/4" SINIPLAP W OVER 3/4" PLYWO STUD FRAMING ETAIL AT SIDELITE JAMB FULL 42DA084LOJAMB 6 " =1' -0" M DETAIL AT ROLLING GRILLE (PLANKING SIDE) JAMB AT DISPLAY AREA (PLANKING SIDE) K DETAIL AT CORNER (PLANKING) 6 "_ 6 "=1' -0" 42DA084HOJAMB 6 " =1' -0" J DETAIL AT ROLLING GRILLE (METAL SIDE) H JAMB AT DISPLAY AREA (METAL SIDE) 6 "_1'_0" LOCKING AS REQU I RED LINE OF SILL BELOW /4" GAP 1/2" TEMPERED GLAZING G -4 (n 1 1/4" 55 KAWNEER S EA ENTRY VESTIBULE L. STUD POST S - SEE RAW I NGS D PLANKING OVER MTL. NESTED MTL. STUD POST - SEE STRUCTURAL DRAWINGS PLANKING TO CONTINUE BELOW WINDOW FRAME, TYP. 3/4" Sa-1 I PLAP PLANKING OVER 3/4" PLYWOOD OVER MTL. STUD FRAMING SF -2 MT--2 I BUILT -UP WINDOW FRAME: BRAKE MTL. WITH ADHESIVE OVER 3/4" PLYWOOD OVER MTL. STUD FRAMING BLOCKING AS REQU I RED " MALL [ 1/4' 1 /, z 5/8" GYP. D. OVER MTL. STUD FRAMING 1 PT -1 J DISPLAY AREA 1/2" THICK CLEAR TEMPERED GLAZING 1 G -4 5/8 GYP. BD. OVER MTL. STUD FRAMING PT -1 SH1M AS REQUIRED DISPLAY AREA 1/2" TI -LICK CLEAR TEMPERED GLAZING G -4 II MALL 1/4" GAP z 4 u 5" FIXED 1 WD -3 5" WOOD WINDOW FRAME. OWNER SUPPLIED G, C, TO INSTALL. NESTED MTL. STUD POST - SEE STRUCTURAL DRAWINGS BRAKE MTL. PANEL WITH ADI- IESIVE OVER 3/4" PLYWOOD OVER MTL. STUD FRAMING MT -2 1 LEASE LINE 6"_1'_0" 42DA084EOJAMB F E co N C AT PLANKING SIDE K -1 6 „_ -0 ” 3/4" SI-I I PLAP PLANKING OVER 3/4" PLYWOOD SHEATHING OVER MTL. STUD FRAMING SF -2 0' -S" A.F .F. T.O. MTL. BASE WRAP 51-IEET MTL. ONTO RECESSED BASE TO CREATE REVEAL j f METAL CLADDING WITH ADHESIVE OVER BLOCKING OVER 3/4 PLYWOOD OVER MTL. STUD FRAMING LMT -3 11 0 A.F.F. FINISH FLOOR 1 6 " =1' -0" 1 -5 3/4" A.F.F. T.O. MTL. BASE 3/4" REVEAL METAL CLADDING WITH ADHESIVE OVER BLOCKING OVER 3/4" PLYWOOD OVER MTL. STUD FRAMING MT -2 I AT METAL SIDE 5 WIDE WINDOW FRAME 1 WD - 0 1 _0 11 A.F.F. FINISH FLOOR MALL \\ NESTED MTL. STUD POST - SEE STRUCTURAL DRAWINGS 3/4" SHIFLAP PLANKING OVER 3/4" PLYWOOD OVER MTL. STUD FRAMING SF -2 I BACK OUT SH !FLAP PLANKING TO ACCEPT MTL. CORNER FRY REGLET PROVIDED BY OWNER - INSTALLED BY G.G. DISPLAY AREA 5/8 GYP. BD. OVER MTL. STUD FRAMING 1 PT -1 1 OWNER - SUPPLIED WOOD TRIM 1 OPP 4 OPP. MALL COMMONS LINE OF CANOPY ABOVE, SHOWN DASHED ROLLING GRILLE SUPPORT $ GUIDE SIGN VENDOR TO PROVIDE it INSTALL PEDESTRIAN PLAQUE - CENTERED VERTICALLY ON THE FIFTH WOOD PLANK (NOT INCLUDING THE METAL SASE) FROM THE FLOOR NESTED MTL. STUD POST - SEE STRUCTURAL DRAWINGS — SHIFLAP WOOD PLANKING OVER 3/4" PLYWOOD OVER MTL. STUD FRAMING 1 SF -2 BUILT -UP WINDOW FRAME: BRAKE MTL. WITH ADHESIVE OVER 3/4" PLYWOOD OVER MTL. STUD FRAMING 4 1 1 1 ENTRY 1 J 0 CV N FRY REGLET METAL CORNER SUPPLIED BY OWNER. G.G. TO FIELD CUT AND INSTALL WOOD PLANK' NG G PLAN AT ENTRY COLUMN (PLANKING) 1- 1/2 "_1' -0" D 1 PT -1 PT -1 PLAN 6 "=1' -0" SALES G.C. TO INSTALL OWNER - SUPPLIED WOOD TRIM (PREFINISI -1ED PT -1) BLOCKING BY VENDOR 1 1/2 X 1 1/2 PREFINISHED MTL. ANGLE SUPPORT BY G.G. PAINT TO MATCH 5/8" GYP. BD. OVER MTL. STUD FRAMING G.G. TO INSTALL OWNER - SUPPLIED WOOD TRIM PT -1 5/8" GYP. BD. OVER MTL. STUD FRAMING PT -1 I NESTED MTL. STUD POST - SEE STRUCTURAL DRAWINGS r ALIGN DISPLAY AREA LINE OF TRIM BELOW 11 4 PLASTIC LAMINATE COUNTERTOP OVER 3/4" PLYWOOD REFER TO SECTION COUNTERTOP SALES 5/8" GYP. D. OVER MTL. STUD FRAMING PT -1 DISPLAY AREA DETAIL AT DISPLAY AREA TRIM 6 "_1' -0" 42DA084COTRIM POP -OUT LEASE LINE ALIGN 1/2" CLEAR ANODIZED ALUMINUM REVEAL PER MALL STANDARD (N) NEUTRAL PIER SHOWN HATCHED 3/4" SHIPLAP PLANKING OVER 3/4" PLYWOOD OVER MTL. STUD FRAMING .ANN 1.5 T NEUTRAL PIER DETAIL 6" =1' -0" C B LINE OF CANOPY ABOVE, SHOWN DASHED LINE OF GYP. D. SOFFIT ABOVE, SHOWN DASHED LEASE LINE ENTRY ROLLING GRILLE SUPPORT * GUIDE LINE OF PLANKING ABOVE CANOPY, SHOWN DASHED POP -OUT LEASE LINE MALL COMMONS o • • n• N. I • • r I LJ 1 1 1 1 L SIGN VENDOR TO PROVIDE INSTALL PEDESTRIAN PLAQUE - ALIGN TO PLAQUE ON PLANKING SIDE LOCATION OF KEY SWITCH EMERGENCY RELEASE (STORE SIDE) VERIFY EXACT OPENING SIZE WIT( -I MANUFACTURER PRIOR TO MAKING CUT. REFER TO ELEVATIONS FOR LOCATION A.F.F. SALES cl oa. C KEY SWITCH EMERGENCY RELEASE (STACKED) LOCATION OF KEY SW ITCH (MALL SIDE) VERIFY EXACT OPENING SIZE WITH MANUFACTURER PRIOR TO MAKING CUT. REFER TO SECTIONS FOR LOCATION A.F.F r METAL PANELS MT -2 I OWNER - SUPPLIED WOOD TRIM DISPLAY AREA PLAN AT ENTRY COLUMN (MTL.) 1- 1/2 "=1' -0" A 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 0 1- w ce 0 DENNIS MICHAEL FIEATF STATE OF WASHINGTON W 1- wN r In [� m z r 315-:2-: O a z o c a a 3 v r i O W T:::: Z O W� 0 0 '- w O ZL- N.Z w I _ O 0 Q 0 0 z to 1- 0 vwwzay 0. � 0 w0 a r l J 0. _ M zv' o wa V1 S �- d ~ W r w o 15 2 i a w In ] � z N , r 0 O _ U Q ¢ O w � 7 0 w � t� Fr � o 0 w dl_ VI O 0.' ' U' I.i �W Z • 7 J 0.. ( .. z a a t nd z o j D ? • �w W aocv ¢ Z 0. W w O ❑ m w W ❑ % m❑ U TVI1-a =F 0 0wZ 00 - CT 0. r 0 0 0 d J ,_ 36:1'4.11 O m - Z J V 7 J O W =0 F N In z N r inwOW 0 d 0O 1=J Z w z 'z v - zc» U w W O F in W VI ,, 0 am J w w V1 O w OW ° � - ' 2FZ� ra�7a z w a w WW ❑ Z0Z • z Li Z aoor a w=( o.- = a 0= w ,., woaF" w Z a0 I 0 o p zD a o L4. w aZ J ❑ z w ! 0 w wz d= N � N 0 } J W m ¢ai= rnz °1 o°W U' - W cn F 0 w U a w a a >'a h z z w V] W 4 0 I-- Q In 0 r U° IT w W W J = 1 - m}t U amO REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: A REVISIONS: DRAWING NUMBER: Ms CO ..0 W1= 0 4IX0- W U Li W o� a c' W z RECEIVED OF TUK OLA 04/25/ S STOREFRONT DETAILS z 0 w } a J Tr z O Z 0 0 a o Ln 0 z 0 0 z F ❑ 0 - z 0 0 0 0 En En W O 1 DATE RETURN METAL- AT EXPOSED ENDS, TYP. r I 1 MT -2 • M ETAL CORNER SUPPLIED BY OWNER WOOD PLANKING 1 SF -2 1 . N. N \ N N N \ ( N N ' N. N, . N. . N. \ . N N N . N. N N N. N. N N . \ I. MITER SEAM AT CORNER ■ CANOPY DOWNLIGI -4T, SEE LIGHTING PLAN MT - 2 METAL SEAM AT UNDERSIDE OF CANOPY (WHERE OCCURS), CENTER SEAM ON DOWNLIGHTS WHERE POSSIBLE. 6 1/2" SLOT FOR ROLLING GRILLE (WHERE APPLICABLE) LINE OF METAL SEAM, TYP. ALIGN REFER TO A08.1 REFER TO A08.1 — q" THICK MTL. CANOPY MT -2 SF -2 51- IIFLAP WOOD PLANKING 6 '' THICK BUILT - WINDOW FRAME MT -2 1 1" CLEAR INSULATED GLASS G -4 11 °I' -8" A.F.F. B.O. MTL. CANOPY • • • 1 ■ 1 2 1/2" a r POP —OUT LEASE LINE EDGE OF METAL WALL BEYOND BLOCKING AS REQUIRED (E) MALL SOFFIT, SHOWN 1- 1ATG1-IED 13 -11" A.F.F. (V.I.F.) B.O. (E) MALL SOFFIT 3/4" SI-4I FLAP WOOD PLANKING OVER 3/4" PLYWOOD OVER MTL. STUD FRAMING 11 1 SF -2 1 MALL COMMONS ISOMETRIC AT CANOPY METAL N.T.S. 423A085MOCNPY H —CLIP T SLOT 15/16 "1 1 1/4 EQ. TIFFANY SOX PROVIDED BY TENANT, INSTALLED BY G.C. R - r ABOVE IGI-IT FIXTURE — PROVIDED WNER; REFER TO LECTED CEILING PLAN TIFFANY BOX BEYOND 1/4" GLASS FOR DOOR PROVIDED B Y G.G., INSTALLED BY G.C. TIFFANY SOX PROVIDED BY NANT, INSTALLED SY G.G. — PRIMED WHITE INSIDE MTL. DOOR /FRAME PROVIDED BY TENANT INSTALLED BY G.G. PRECUT HOLE RECESSED LI METAL. ANGLE METAL CHANNEL CLEAR SILICONE SEALA AT ALL SIDES 3 5/8" MTL. STUD FRAMING 3/4" CLEAR TEMPERED GLASS IFFANY BOX SECTION (GLASS 26 ") METAL STUD FRAMING — SEE STRUCTURAL DRAWINGS R .O. 1' -10 1/2" I.D. 1 -4 1/8" 1 HOLE FOR RECESSED LIGHT ABOVE 3/4" CLEAR TEMPERED GLASS CLEA SEALA ALL SID 1 /4" GLASS PROVIDED BY INSTALLED BY MTL. DOOR /FRAM PROVIDED BY TENA INSTALLED BY G.G IFFANY BOX PLAN (GLASS 26 ") 3" = 1 -O" 42SA085LOPOST M DETAIL AT WINDOW /CANOPY L 1/2" 0 SILICONE TYP. AT R DOOR C. ID m 3 "_1' -O" 1 -1/2" = 1' -O" 3 " =1' -O" J DETAIL AT SOFFIT (PLANKING SIDE) 6 "_ 3 " =1' -O" F MTL. PANEL WITH ADH OVER 3/4" PLYWOOD MTL. STUD FRAM! 1—MT-2 11 5/16" 1' -1 3/16" 1'-1 15/16" MTL. DOO PROVIDED INSTALLED BY IFFANY BOX SECTION (MTL /PLANKING 20 ") 42DA085HOTIFF METAL STUD FRAMING — SEE STRUCTURAL DRAWINGS TIFFANY BOX PROVIDED BY TENANT, INSTALLED BY G.C. PRECUT HOLE FOR RECESSED LIGI-IT ABOVE MTL, PANEL WITH ADHESIVE OVER 3/4" PLYWOOD OVER MTL. STUD FRAMING I MT -2 1 1/4 PRO INSTAL MTL. DO PROVIDED INSTALLED B WKILTII:1.1:(1111gAL IFFANY BOX PLAN (MTL /PLANKING 20 ") T HOLE FOR ESSED LIGI -IT H3) LIGHT FIXTURE — PROVIDED BY OWNER; REFER TO REFLECTED CEILING PLAN (0 1/4" GLASS FOR DOOR 1 PROVIDED BY G.C. INSTALLED BY G.G. TIFFANY BOX BEYOND TIFFANY BOX PROVIDED BY TENANT, INSTALLED BY G. G RAME TENANT, .C. IVE VER N OTE: LENGTH OF TROUGH TO B E 2" LONGER THAN TRACK AT EITHER END, TYP. TRACK LIGHT — REFER TO RCP 5/8" GYP. 8D. OVER MTL. STUD FRAMING POP —OUT LEASE LINE NESTED MTL. STUD SEAM; SEE STRUCTURAL DRAWINGS 3/4" SH I FLAP WOOD PLANKING OVER 3/4" PLYWOOD OVER MTL. STUD FRAMING BUILT —UP WINDOW FRAME: BRAKE MTL. WITI -I ADHESIVE OVER 3/4" PLYWOOD OVER MTL. STUD FRAMING 1" R.O. WITH 1" WIDE X 2" DEEP GLAZING CHANNEL W/ NEOPRENE GASKET WINDOW FRAME BEYOND 1/2" TEMPERED GLAZING G -4 8' -5 1/4" A.F.F. B.O. SOFFIT HEAD DETAIL (PLANKING SIDE) GLASS FOR DOOR ED BY G.G., ❑ SY G.G. /FRAME Y TENANT, G.C. PLASTIC LAMINATE COUNTERTOP OVER 3/4" PLYWOOD OVER METAL STUD FRAMING ',///// /// /P / / / / / //, 1/2" CLEAR TEMPERED GLAZING 1" R.O. W I TI-I 1" WIDE X 1 1/2" \ DEEP GLAZING CI- IANNEL W/ NEOPRENE GASKET BUILT —UP WINDOW FRAME: BRAKE MTL. WITH ADHESIVE OVER 3/4" PLYWOOD OVER MTL. STUD FRAMING 3/4" SHIPLAP WOOD PLANKING OVER 3/4" PLYWOOD OVER MTL. STUD FRAMING 0 A.F.F. T.D. MTL. BASE 3/4" MTL. REVEAL METAL CLADDING WITH ADHESIVE OVER 3/4" PLYWOOD 0 A.F.F FINISI -1 FLOOR BASE /SILL DETAIL (PLANKING SIDE) E G.G. 5/8" DECK SULKS -lEA TO INSTALL (1) LAYER OF YPE 'X' GYP. BD. UP TO BACK OF MALL IF NOT EXISTING REFER TO SECTION 3/4" CONT I N REVEAL. PAIN MALL STANDAR LEASE LINE METAL CLADDING OVER ADHESIVE OVER 3/4" PLYW US MTL. PER VARIES B.O. (E) MALL BULKHEAD ETAIL AT BULKHEAD (MTL. SIDE) 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 b216 DENNIS MICHAEI *{FAT STATE OF WASHING-I' OM REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: W U E5 w 0 ,- O a V1 U' m z Z J 7 U m Z 0 U , U J 1.7- r 0 W o 0 o ? . p : w z x N a W a p p c ce N [D ¢ F Z bj No w 0 4 n ill a� 4Q � W z wz ¢z az w L ?pU zc» p W W , ::!::-1 O zwxrJZ N ^r c a z� � r� � 0 w J w z w N W aW �o� Q 0 W w0 �'- z a w Z o� - 0 p w ~ 7z,- N a 0 w Z❑ U U� U Z - 12 20 0 I W a x w p j N a 1- m } J W O aazya0ZMN O0C7 - W N 1- z o Z J p w p 0¢w } Z z W 0 r U W W x Sm3v,amv REVISIONS: ezp Fr"FlafFFT DRAWING NUMBER: W _ to 0 a Z L U r � O !..t.t W r O ! vi E - � Q Z ii a x � wt= i�3'f w p l- 0 Z p w a w a z'��z =o p 7p�c: W a � W� N U ;;;:aaW 0 w } }'ma�Za a r 2 7 N 0 0 07 r J Z Z CC 5 < ¢ 0 W W f A W I-c (zZ 0�oa��W arp U aF Nw C ¢UVaz� VI W ; MC p Y � W p a W p r W w Z U 0 0 -: aU.. ¢ O W z a a � � w p i N S 2 U' U_'[7ww aw ;�~pa -¢ } N r }= 0 , a N STOREFRONT DETAILS r 0 c' L� c 0 C^.1 ' CO r.1; CL O HEAD� (MTL. SIDE) BASE /SILL DETAIL (MTL. SIDE) 6 " =1' -O" 42DA085COBULK 3 "_1' -O" 3 " =1' -O" NOTE: LENGTH OF TROUGH TO BE 2" LONGER THAN TRACK AT EITHER END, TYP. PT -1 MTL. STUD FRAMING; SEE STRUCTURAL DRAWINGS — • • • • 11" 4 1/2" \ • • • • • 3 5/8" • • • • 3 1/2" POP -OUT LEASE LINE METAL CLADDING OVER ADHESIVE OVER 3/4" PLYWOOD MT -2 I ND-3 8.0. WINDOW FRAME TRACK LIGHT — REFER TO RCP 1/2" TEMPERED GLAZING G -4 cI" METAL CANOPY MT -2 - A.F.F. B.O. MTL. CANOPY q' -3" A.F.F. B f ,!; 12 F, Maw 1/2" CLEAR TEMPERED GLAZ G -4 PLASTIC LAMINATE COUNTERTOP OVER 3/4" PLYWOOD OVER METAL STUD FRAMING 1 PL -1 1 • h • ■ • -- 1 POP -OUT LEASE LINE 1" R.O. WITH I" WIDE X 1 1/2" DEEP GLAZING CHANNEL N/ NEOPRENE GASKET B.O. SILL * COUNTERTOP WI NDOW TRIM I WD -3 1I 1' -11 1/2" A.F.F. 1' -5 3/4" A.F.F.4_ T .O. MTL. BASE 3/4" MTL_ REVEAL MTL. STUD FRAMING. SEE STRUCTURAL DRAWINGS METAL CLADDING WITH ADHESIVE OVER 3/4" PLYWOOD 1 MT -2 1 MALL FLOORING 0' -0" A.F.F. FINISH FLOOR A / • (• • • • • • • • \ L° o 1/4" GAP 1 1/4" 1' -0 1/4" GYP. BD. HOLD GONT 18 GA. TRACK DIAGONAL BRACE @ 46" O.C. SEE STRUCTURAL DETAIL A/501.3 FOR SIZE CONT 3 5/8" DP, 20 GA METAL STUD 2 1/2 ", 20 GA DIAG @ 16" O.C. • • • • • • I-1 M -2 10. BLOCKING AS REQUIRED INSTALL 3/4" PLYWOOD OVER GYP. BD. SOFFIT WOOD PORTAL #IO 3" SCREW AT EACH GABLE 1' -5 1/2" A.F.F.J SIM. CABINET TRIM WD -3 �I CABINET 5/8" GYP. BD. OVER MTL. STUD FRAMING. PAINT BACK NALL * CEILING PT -1 I REFER TO RCP B.O. GYP. BD. SOFFIT c1' -1I" A.F.F. 8.0. PORTAL 1 WD -3 T.O. TRIM 9' -4" A.F.F. B.O. GYP. BD. SOFFIT SOFFIT AT "UNIT 1" (PASS -THRU) PLAN AT "UNIT 1" (PASS -THRU) 3 " =1' -0" 42DA101MOPTHU 1 1/2" :1' -0" 42PA101LOPTHU M 7 3/8' 2 " FEFINISHED _IWD -3 4- <t- 1'_ 0 LINE OF GYP. BD. SOFFIT BEYOND LINE OF PORTAL ABOVE WD -3 I 7/8" SPACE AT CABINET SIDES, TYP. L5 O Lq BASE CABINET BELOW LINE OF SHELF 3'-8 3/4" TYP. -PAINT BACK WALL PT -1 —6 TYP. 5' -3 1/2" PREFINISPED I FT -7 1 1/2" o r- II II 7 3/6" 1 5/8" GYP. BD. OVER MTL. STUD FRAMING PT-1 I PASS -TIRU PORTAL WD -3 1/4" QUIRK PREFINISHED I ND-3 L REFER TO RCP B.O. CEILING REFER TO RCP B.O. GYP. BD. SOFFIT q-11" A.F.F. B.O. PORTAL GI'-5 1/2" A.F.F. T.O. CABINET TRIM 2' - A.F.F. T.O. COUNTERTOP 0 FINISHED FLOOR B -2 BRANDS BRANDS GYP. BD. SOFFIT 1 PT -1 I WOOD PORTAL WD -3 I ND-3 SASE CABINET WITH PULL -OUT DRAWERS WOOD BASE 8 -3 PT -7 ELEVATION AT "UNIT 1" (PASS -THRU) 3/4 "=1' -0" ff77117 11174M713 K 5/8" GYP. BD. BLOCKING PER DETAILS L/A13.1 OR M/A13.1 #10 x 1 1/2" LG MTL. SCREW SECTION 3 " :1 '_ 0 " BLOCKING PER DETAILS L /A13.1 OR M /A13.1 #10 x 1 1/2" LG MTL. SCREW i 7 - 3/4" 2 1/2" 2 1/2" x 2 1/2" x 12 GA x0' -1 3/4" LG FRAMING CLIP, EA SIDE. Fy = 50 KSI #10 x 3/4" LG MTL. SCREW FIXED SHELF NOTE: DRILL PILOT HOLES FOR ALL SCREW ATTACHMENTS INTO MDF PANELS 2 1/2" x 2 1/2" x 12 GA x0' -1 3/4" LG FRAMING CLIP, EA SIDE. Fy = 50 KSI VERTICAL GABLE #10 x 3/4" LG MTL. SCREWS BLOCKING ON EACH SIDE NOTE: AT END GABLES, INSTALL ANGLE AT ONE SIDE ONLY. VERTICAL GABLE ATTACHMENT (UNIT 1) 3 " =1' -0" 42DA101JOGABL J 5/6" GYP. BD. BLOCKING PER DETAILS L /A13.1 OR M /A13.1 #10 x 1 1/2" LG MTL. SCREWS SECTION 3 " =1' -0" BLOCKING PER DETAILS L /A13.1 OR M/A13.1 #10 x 1 1/2" LG MTL. SCREWS 3/4" NOTE: DRILL PILOT HOLES FOR ALL SCREW ATTACHMENTS INTO MDF PANELS CABINET (CUT AWAY FOR CLARITY) #10 x 3/4" LG MTL SCREWS 2 1/2" x 2 1/2" x 12 GA x0' -4" LG FRAMING CLIP, EA SIDE. Fy = 50 KSI 2 1/2" x 2 1/2" x 12 GA x0' -4" LG FRAMING CLIP, EA SIDE. Fy =50KSI #10 x 3/4" LG MTL SCREWS VERTICAL GABLE (THICKNESS VARIES) NOTE: AT END GABLES, INSTALL FRAMING CLIPS AT ONE SIDE ONLY VERTICAL GABLE ATTACHMENT AT WAL ELEVATION AT "UNIT 1" (FOCAL) 3 " =1' -0" 42DA1O1HOGABL 1/2 " :1' -0" .MEMITHE H GYP. BD. WALL BEYOND PT -1 _1I — POP -OUT GYP. BID. FOCAL WALL 1 PT -1 4 1/2" WIDE TRIM ND-3 I FUTURE DEPARTMENTAL SIGNAGE. MOUNT CENTERED ON BAY DASHED LINE INDICATES EXTENT OF BACKING PLATE (BY GC) IN -WALL FOR SIGNAGE SUPPORT, TYP. ABOVE PERIMETER CABINE _ 5. SEE L /A13.1 REFER TO RCP B.O. CEILING ' -5 1/2" A.F.F T.O. TRIM 7' - 0" A.F.F. B.O. SHELF A.F.F. COUNTERTOP 0' -0" A.F.F. FINISH FLOOR G REFER TO RCP B.O. CEILING 5/8" GYP. BD. OVER MTL. STUD FRAMING CABINET PT -1 SECTION 6 " -1' -0" 7/ 3" • • • 51-11 M AS REQUIRED CABINETRY PT -1 I 1/4" QUIRK — 1 PAINT EXPOSED SOFFIT 5/8" GYP. BD. OVER MTL_ STUD FRAMING 2" c PT -1 LOOSE CABINET TRIM 5/6" GYP. BD. OVER MTL. STUD FRAMING CABINET TRIM DETAILS 5. SCREW STEEL ANGLES TO THE GABLES. 8. INSTALL BASE AND SCRIBE TO FLOOR. UNIT 1 CABINET INSTALLATION GUIDELINES 11/30/07 1. THE SOFFIT HEIGHT SHOULD BE SET FROM THE HIGHEST POINT OF THE SLAB. 2. INSTALL AND SHIM PLATFORMS SO THE TOP OF THE PLATFORM IS 6' -11 '/4" FROM THE UNDERSIDE OF THE SOFFIT. BACK OF PLATFORM TO BE 1/4" AWAY FROM THE BACK OF THE GYPSUM BOARD RECESS. 3. SET VERTICAL GABLES BY SCREWING STEEL ANGLES INTO IN WALL BLOCKING. LEAVE GABLES LOOSE. THERE SHOULD BE A 1/4" GAP BETWEEN THE TOP OF TI-4E GABLE AND THE UNDERSIDE OF THE SOFFIT. 4. INSTALL PERIMETER CABINET TRIM. SLIDE GABLE 50 THAT THE FRONT FACE OF THE GABLE ALIGNS WITH THE FACE OF THE TRIM. 6. DRILL PILOT HOLE AT 45 DEGREES THROUGH TOP OF CABINET TRIM, BLOCKING AND TOP OF EACH GABLE TO ACCEPT A 3" #10 SCREW. 7. INSTALL BASE CABINETS PER DRAWINGS. THE BASE CABINET WILL HAVE AN EQUAL GAP BETWEEN THE GABLES AND SHALL FIT TIGI -IT TO THE BACKSIDE OF THE STEEL ANGLES, LEAVING A SMALL GAP BETWEEN THE CABINET AND THE WALL. NOTE: DO NOT CAULK THE QUIRK IN THE TRIM BETWEEN THE NALL AND THE PERIMETER TRIM, UNLESS DIRECTED BY THE OWNER. UNIT 1 CABINET INSTALLATION GUIDELINES 6 " =1' -0" 42DA102MOTRIM NONE 42SA101EONOTE F E O J 0 lL O 0 O 1- 0 i W LL O LL O 0 z 0 O Ill z TO iO =-O L'. Y _. 0 ry n 0 0 I c 1' -1 1/4' GYP. BD. 1-1OLD 4 co w 0 0 4 ILL 0 0 w J 0 lY 0w J 0 w • f� 1 1/2" GAP V 0 0 O m 0 0 0 0 0 0 0 0 0 0 0 0 0 G 0 0 'Il 0 0 1' -3 1/4" 1/2 CONT 16 GA. TRACK DIAGONAL BRACE @ 48" O.C. SEE STRUCTURAL DETAIL A /501.2 FOR SIZE CONT 3 5/8" DP, 20 GA METAL STUD 2 1/2" 20 GA DIAGONAL AT 16" O.C. 2 1I i 1 1 i 1 r 5/6" GYP. SD. OVER MTL. STUD FRAMING I PT -1 DEPARTMENTAL 5IGNAGE (WHERE OCCURS) 3 5/8" MTL STUDS AT 16" O.C. LIGHT STRIP METAL STUD BLOCKING TYP AT 3 LOCATIONS B -3 1 RUN FLOORING UP TO 1/2" FROM CABINET BASE, TYP. U.O.N. T.O. CABINET TRIM B.O. GYP. BD. SOFFIT PAINT BACK WALL 4 CEILING DUPLEX OUTLET IN WALL, MOUNT HORIZONTALLY 2" NOTCH -1 AT INTERMEDIATE GABLES. G.C. TO CREATE IN FIELD IF NOT DELIVERED THIS WAY GABLE ATTACHMENT TO WALL FIXED ILLUMINATED SHELF. GC TO INSTALL LIGHT FIXTURE, PLUG INTO DUPLEX OUTLET BEHIND SHELF 1 1/2" THICK MDF SHELVES G.G. TO SECURE BASE CABINET TO BLOCKING FROM INTERIOR SIDE OF BASE CABINET USING #10 MTL @ 12" c/c MAX. GABLE ATTACHMENT TO WALL DRAWER BUNK FASTENED INTO GABLES AT SIDES * FASTENED TO STRAPPING AT WALL P- LAM COUNTERTOP SHIM PLATFORM AS REVD REFER TO RCP B.O. CEILING q' -5 1/2" A.F.F. CONNECT CABINET TO BASE N/ (2) - #12 WOOD SCREWS, TYP LOOSE BASE. G.G. TO SCRIBE $ SHIM TO FIT it ALIGN WITH FACE OF GABLE NOTE: LED LIGHT SUPPLIED BY OWNER INSTALLED BY GC. SCREW TO INSIDE OF SHELF USING OWNER PROVIDED HARDWARE (NO VELCRO OR ALTERNATE ATTACHMENT METHOD ACCEPTABLE) ATTACH BASE TO BLOCKING W / #10 x 1 1/2" LG WOOD SCREW @ 2'_0" O.C. ATTACH BLOCKING TO EACH VERT STUD W / #10 x 1 3/4" LG MTL SCREW q' -4" A.F.F. 7' -0" A.F.F. B.O. ILLUMINATED SHELF SHELF TALKERS. SUPPLIED BY OWNER, INSTALLED BY G.C., TYP. 3 5/6" DP MTL STUDS @ 16" O.C. MAX. SEE PARTITION LEGEND AND CONSTRUCTION PLAN FOR SIZE NOTE: CABINETRY SHOWN FOR REFERENCE ONLY. REFER TO FIXTURE SHOP DRAWINGS FOR DETAILS 2' -q" A.F.F. COUNTERTOP LINE OF GABLE BEYOND, SHOWN DASHED INSTALL #10 SCREWS THROUGH CABINET INTO GABLES (2- SCREWS PER SIDE) BASE CABINET 0-0" A.F.F. FINISH FLOOR SECTION AT "(I-- 1" (PERIMETER) ENLARGED PLAN AT "UNIT 1" (FOCAL) 1 1/2 " =1' -0" 42SA101B2UNT1 B • CONVEN I ENCE OUTLET CABINET UNIT 1 - 1 EQ. EQ r (8" MIN.) (1' -3" MAX.) 4 1/2" 7/8" 7/8" SPACE AT 1 CABINET SIDES, TYP. 1 TYP. a- \ 3 5/8" DP MTL STUDS @ 16" O.C. MAX. SEE PARTITION LEGEND AND CONSTRUCTION PLAN FOR SIZE DUPLEX OUTLET BEHIND TOP SHELF. (1) OUTLET PER (3) BAYS, TYP. SEE SECTION FOR LOCATION m nu 1 1/2" REFER TO CONSTRUCTION PLAN REFER TO CONSTRUCTION PLAN GABLES GYP. BD. HOLD OPENING CABINET UNIT 1 —PAINT BACK WALL PT -1 I .. ,, fi " e '1,.. 10) .; r h, LINE OF BASE CABINET BELOW LINE OF SOFFIT ABOVE, SHOWN DASHED DUPLEX OUTLET ABOVE TOP SHELF. (1) OUTLET PER (3) BAYS, TYP. SEE SECTION FOR LOCATION NOTE: CABINETRY SHOWN FOR REFERENCE ONLY. REFER TO FIXTURE SHOP DRAWINGS FOR DETAILS 7/6" J EQ EQ. L� L CONVENIENCE OUTLET CABINET (6" MIN.) UNIT 1 (1' -3" MAX.) 5/6" GYP. BD. OVER MTL. STUD FRAMING PT -1 8 -3 LINE OF WOOD BASE BELOW 1 1/2 " :1' -0" 42PA101AOUNT1 A 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 yew V/ } 0M2V1 coo < L )1 0)0 0 a z W d 0 w _ao v 0 w w a : O w z Z z zIna C a z a cn Q¢¢ D •=C y- 1+1 W ax� wF F En E =d 0. CC F- Ld W p -J 0 �n__ , z a iao 7 \ W U Y w r O U ~ Vl z ~ z a � - a te y -0 , QU W w0iz z z Z �z�a a • za0�0 Mo O- M w V1000V = NZa o sr0 ir =0zZ a FU Oaa 2 Jam REQUIRED BY: DENNIS MICHAEL 4EAT� 1 STATE Of WASH,NGTO!`Z 1 0 a 0 z J 0 cn a CI W =ma z rn En 0 C U' 0 _ - z wz az ax oja ca = — tpaLd _j0 Na J m �ow0 ,1 0 a 0 = c� N CC LLI X 73 o °6 LT, '2 act LIJ REVISIONS: Cr- � j :: ,.,,,i2 ' . 'I 2a -F5l - n:L. u l is ° :. 2,. , ,6 ; -1 -1-'11 il : :=0 i 1 Lix " 1 LE z : C L t 1 ! <_ , WI. U ' i x l, J ' E c 13 :0 (n < )0 7 2 taw 1 =zi 11 n8 0 1-1- xi _ ul t. a CITY OF TtiKWILA PERMIT CFNIF.R. DATE ISSUED: 04/25/0 DESIGNED BY: S DRAWN BY: CA CHECKED BY: MJ 1 PERIMETER 1 DETAILS DRAWING NUMBER: c oci ..___ : : 0 _ z : : 1 1 Id 0 I- c, 0 AG Li) ! 0 IT : CC' : E z i z 1 0 w I ii, z° ri c tU j ccgl 1 L ; , ; 1 ! Ldc rwm i .c Z t o , 4fl° Z U ZCL LAtal t 1:7 1 CO CL 0 L 0 LLJ z Lli DA E REFER TO RCP 8.0. CEILING 5/8" GYP. D. OVER MTL. STUD FRAMING FT-1 CABINET WD -3 SECTION 6 " =1' -0" 7 11 4 1 /2" • • • SHIM AS 4 REQUIRED CABINETRY 5/8" GYP. BD. OVER MTL. STUD FRAMING PAINT EXPOSED SOFFIT I PT -1 2" LOOSE CABINET TRIM PT -1 5/5" GYP. BD. OVER MTL. STUD FRAMING 1/4" QUIRK CABINET TRIM DETAILS (AT FOCALS) CORNER CONDITION (UNIT 1) GARCY STUD DETAILS 6 " =1' —O" 42DA102MOTRIM 1- 1/2 " =1' -0" 42PA102LOUNT1 6 "_ -0 " M z 4 0 0z 1- 0 wu D (n z 0 Z 0 7 q" MIN. SEE CONSTR. PLAN OPP. NOTE: CABINETRY SHOWN FOR REFERENCE ONLY. REFER TO FIXTURE SHOP DRAWINGS FOR DETAILS 11 if 7/8" SPACE AT CABINET SIDES, TYP. 1_ 11 VERTICAL "4 ( p GABLES \ 0 1 PT -1 1 - -PAINT BACK WALL LINE OF BASE CABINET BELOW LINE OF SOFFIT ABOVE, SHOWN DASHED 1 1/2" G.C. TO LASER —SET STANDARDS WITHIN METAL STUDS PRIOR TO APPLYING FINISHES. 3 5/8" METAL STUD WI TH STANDARD INSERT. SEE PLAN FOR LOCATION. PT -1 11 5/6" TYPE 'X' GYP. SD. ON 3 5/8" METAL STUD - A. STUD 1 REMOVE RUBBER FILLER FROM STANDARD INSERT, AND CUT STANDARD INSERT TO CORRECT EXPOSED LENGTI -I, BEFORE IT 15 PUT IN PLACE IN METAL STUD. 2. MASK TAPE STANDARD PORTION OF METAL STUD FOR ALL WALLS RECEIVING PAINT OR WALL COVERING. 3. SET METAL STUDS IN WALL, SECURING STUDS TO FLOOR AND HEAD TRACK. REFER TO SECTION DETAIL 'B' SHEET AR -2. 4. USE LASER TO SET CONSISTENT HEIGHT OF STANDARD PORTION OF METAL STUDS - SCREW CLIP TOPS AND BOTTOMS. 5. INSTALL DRYWALL ON METAL STUDS AROUND STANDARDS - AVOID DRYWALL FACTORY EDGE AGAINST STANDARD (SINCE IT WOULD REQUIRE EXCESSIVE MUD BUILD UP). 6. FLAT TAPE DRYWALL AGAINST STANDARD. 7. SAND MUD DOWN TO STANDARD TO AVOID EXCESS BUILD -UP. 8. APPLY ALL FINISH MATERIALS TO WALL PRIOR TO CUTTING OUT STANDARD SLOTS 9. USE RAZOR BLADE TO CUT OUT STANDARD SLOTS - TOPS AND BOTTOMS OF ALL SLOTS MUST ALIGN. CUTS TO BE MADE INSIDE OF STANDARD SLOT. 10. WHEN COMPLETED, INSTALL BRACKETS ON EACI -1 STANDARD AND INSTALL SHELF TO VERIFY ALIGNMENT. GENERAL NOTE: CROWN STUD # FOR USE WITI -4 ___ BRACKETS (NALL STANDARDS WITH 5/8" SLOTTING AT 1" O.C. STUDS 3 5/8" WITH 1/8" WALL THICKNESS. (STUDS WITH STANDARD INSERTS SUPPLIED BY OWNER, INSTALLED BY G.G. SEE SECTION DETAIL FOR LENGTH OF STUDS AND STANDARDS. ANCHOR CLIPS ARE PROVIDED AT TOP AND BOTTOM OF STANDARDS. K NOT USED BLOCKING AS REQUIRED CABINET SIDE GABLE BLOCKING AS REQUIRED 5/8" GYP. D. OVER MTL. STUD FRAMING 1 PT -1 1 2 1/4" II CABINET TRIM DETAILS (INSIDE CORNER) 6 " =1' -0" 42DA102HOTRIM J H UNF OLDEC CABINET UNIT '1' GYP. BD. WALL BEYOND PT -1 1 7 BRANDS JI S -3 BRANDS ND-3 BRANDS CABINET UNIT 4 1 BRANDS ■ \ ■ ■ - ■ ■ - ■ ■ — ■ ■ ■ - ■ - ■ ■ ■ B -2 B 10. UNFOLDED B -3 CAB INET UNIT '1' REFER TO RCP B.O. CEILING 1 9' -7" A.F.F. T.O. TRIM 9' -2 1/2" A.F.F. B.O. TRIM 2' -2 3/4" A.F.F. T .O. BASE CABINET 0'_0" A.F.F. FINISI -I FLOOR ELEVATION AT "UNIT 4" FOCAL 42D 1 s2 1/2 "-1° -0" U EMIR • • • • 5 3/S" 5/8" GYP. BD. OVER MTL. STUD FRAMING 1 PT -1 1 PT -1 PREFINISPED SIDE TRIM #10 3" SCREW AT EACH GABLE WD -3 -4" A.F.F. B.O. GYP. BD. SOFFIT d1' -2 1/2" A.F.F. B.O. TRIM SOFFIT AT "UNIT 4" TRIM DETAIL AT "UNIT 4" 6 " =1' -0" 42DA102FOSOFF 6 "_ 42DA102E0TRIM D E 0 co 0 Q w 0 0 0 1— o 1- co ( - # - SCREWS AT • CH 6" STUD CONT 18 GA. TRACK 1+ IJ L 4 5 1/2" (2) - #10 SCREWS IN EACH GARCY STUD 1' -c1 1/2" 1 GC TO CUT STANDARD 2" ABOVE TOP SI- -IELF G OPENING nJ n . n ■ — 1 101 -4" A.F.F. 0 0 0 0 IIII 0111" "IIII III II 0 O 0 0 0 1 DIAGONAL BRACE @ 48" O.G. MAX PER DETAI L A /S01.2 6" x 18 GA FRAMING MTL STUD AT EACI -I GARCY STUD CONT 3 5/8" X 20 GA MTL STUD B.O. CEILING 2 1/2 ", 20 GA. DIAGONAL AT EACI -I GARGY STUD 3 5/8" MTL STUD B.O. GYP. BD. c1' -2 1/2" A.F.F. B.O. TRIM GYP. BD. WALL PT - 1 FACE TRIM ND-3 REFER TO RCP CONVENIENCE DUPLEX BEYOND SY G.G. (OPPOSITE SIDE ALSO) PREFINISHED SIDE TRIM 1 PT -1 1 G.C. TO CUT STANDARD 2" ABOVE TOP SHELF 1/2" X 1 1/2" TUBING WELDED TO KNIFE BRACKET FOR SHELF SUPPORT SLOTTED NALL STANDARDS SY OTHERS 5/8 "SLOTS @ 1"0.C. G.G. TO CUT OFF STANDARD 2" ABOVE TOP SHELF. NOTE: G.C. TO PLACE ALL SHELVES ON THE METAL SHELF SYSTEM NOTE: CABINETRY SHOWN FOR REFERENCE ONLY. REFER TO FIXTURE SHOP DRAWINGS FOR DETAILS WALL STANDARDS. INSTALL HORIZONTAL BRIDGING @ 3' -0" O.G. PER MANUF RECOMMENDATIONS. G.G. TO SECURE BASE CABINET FROM INTERIOR SIDE OF SASE CABINET TO GARCY STUDS WITH (4 )-.#10 WOOD TO METAL TEK SCREWS, TYP CONNECT CABINET SIDES TOGETHER W /(2) - #10 SCREWS, TYP 2' -2 3/4" A.F.F T .O. BASE CABINET REMOVABLE SHELF ON CLEATS ATTACH BASE TO BLOCKING W / #10 x 1 1/2" LG WOOD SCREW @ 2' -0" O.G. ATTACH BLOCKING TO EACH VERT STUD 1 #10 x 1 3/4" LG MTL SCREW SECURE CABINET TO SASE PLATFORM WITH (4) - #10 WOOD SCREWS B -2 1 SHIM TO LEVEL AS REQUIRED 0 A.F.F. FINIS1 -I FLOOR SECTION AT "UNIT 4" ENLARGED PLAN AT "UNIT 4" (FOCAL) 1 1/2 " =1' -0" 42SA102B1UNT4 -r. Jima 1 I _J 11 _ CAS UNIT 1 MIN. CONVENIENCE OUTLET EQ. Q VENDOR TO PROVIDE FILLER PANELS TO BE INSTALLED AT SIDE OF BUNK. 1 O 1 /6" PT-1 t Rt ' -3 1/2" 5/8" GYP. BD. OVER MTL. STUD FRAMING " NALL STANDARDS. INSTALL HORIZONTAL BRIDGING @ 3' -0" O.G. PER MANUF RECOMMENDATIONS. REFER TO CONSTRUCTION PLAN ' -3 1/2" 11 II II II II \\ 71_311 GYP. SD. FOLD l/ • " Ali 4 1 k \\ II II II II 11 CABINET UNIT 4 ' -3 1/2" PLUG N/ 6 FT CORD BY G.G. 1 " 3/8" NOTCH FOR CORD TYPICAL 1 5/6" GYP. BD. 0 R MTL. STUD FRA 1 N PT -1 LIGHT FIXTURE PROVIDED BY OWNER AND INSTALLED SY G.G. BASE CABINET NOTE: CABINETRY SHOWN FOR REFERENCE ONLY. REFER TO FIXTURE SHOP DRAWINGS FOR DETAILS SLOTTED STANDARDS 5/6" SLOTS @ 1" O.G. 1 -3 1 /2" j 4 1 /u" I 1 EQ. CONVEN I ENCE OUTLET 1 MIN. r CAB UNIT 1 1 1/2 " =1' -0" 42PA102AOUNT4 B A 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 LO c) 0 0 1H w 0 0 (n ( W j ) 0 m Z - - VI U ° (% ' 0 0 c r 7 (no D VI W ao[,a z W , CY p U O ~ w W ❑ N z 0pE6 F Z41az2 O W W z a N <� 0 0 a r a W w O ' a2� W ~ � W � VI � mi= x a4iw W w � S z� F- w a c~a� tn� ztjj ac w U T w } O U r V) z Z ~ $- z z z J , I p z W em 0 d oi 41 3 z a w W o m w w � i W U 0 w z a r W ce z O Z Z 2 - aF00aa Jv DENNIS MICHAEL HEAT- j STATE OF WASHINGTON! REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 1 F 0 �1- z tn O -119(3= a 0]a 1- tflk ac 74 1=: tr aL7?U X < p LL U W a I - - 1. U N d � J w tn 0 N 0 D c F Z a 1- < a z a w a 2 ° W Z - a } v� az w z p ~ = a 0 w 0 w 0 F a x w a ¢° O a a w ; I) ! z U • V 0 W �+W V)zJ J Q �. U r p m z_J ¢ Ja CD- O -WHfY W w W a g r a K 0 w o O O N 0 F U 0 x w� a J w 1- r CC 0 cc '- ® V 0 _ 00 a Og w J W= < gr � O c N co co rn z 0 z F- REVISIONS: team 0reTOM �.�� my.. c ®: TUKWILA CE:N1TE a 1- W � 0 U J F o r za C w w U a a V = WW V' . 0 I o Z p' aN < o Q W wN U C7;:c w U z a O U (Wj w — z � ECU °y z Z a w w aaa LL ° n U ry L,t u ) 01 w l 0 0 J Cy�j z- a j U 0 01 - o - a �a µ, 4C : ino:Lal = F . w � � o r J w a r � O = PERIMETER CABINETRY DETAILS DRAWING NUMBER: r 0 CO 0_ 0 z •, W I Y W Ce CI-0 0 w o 0 (1) a z 0 0 0 z NJ NJ J 0 m z 0 1- U 0 a t tn O 0 Cn U F— L) w DATE 04/25/18 S cJ #12 x 3/4" LG PARTICLE BOARD SCREWS AT 6" O.C. MAX. (NOTE: COUNTERSINK HEAD 1/8" DEPTH INTO CLEAT TO ACH I EVE 3/8" PENETRATION INT MDF PANEL) 1/211 X 2 ' -0 " POPLAR FRENCH CLEAT. SEE M -2 FOR ATTACHMENT CERAMIC TILE OVER WATER - RESISTANT GYP. BD. OVER MTL. STUD FRAMING 1 T -4 1/2" MDF FRAME SCREWED TO MIRROR. BACKING AT 12" O.C. 1/4 MIRROR ON MDF OR SIMILAR SUBSTRATE 1/4" X 1/2" RABIT FOR MIRROR m WOOD FRAME WD -3 , • 1/4" REVEAL. /4' f, EDGES OF MDF �f PAINTED WHITE 6 " =1' -0" FRAME DETAIL - BOTTOM AFTER SETTING MIRROR, SCREW TOP AT EAC14 END TO PREVENT MOVEMENT W/ #12 x 3 1/2" LG METAL SCREWS. MAKE SURE d SCREWS ARE NOT VISIBLE X / � 7' --6" A.F.F. T.O. MI RROR WOOD FRAME ND-3 1 1/4" MIRROR ON MDF OR SIMILAR SUBSTRATE 1/2" X 2' -0" POPLAR FRENCH CLEAT GLUE CLEATS TO SURFACES USING LIQUID NAILS ULTRA DUTY POLY ADHESIVE #12 x 2" LG MTL SCREWS AT 6" O.G. MAX T -4 1/2" MDF FRAME SCREWED TO MIRROR BACKING AT 12" O.C. 6 "=1' -0" y i 1/2" 4 FRAME DETAIL -TOP REFER TO DETAIL M/A13.1 FOR MTL. STUD BLOCKING DETAIL /HH 9 CLEAT AT DEMO SINK MIRROR NOT USED NOT USED 6 " :1' -0" 42DA104MOMIRR M L K ELEVATION 1 1/2"-1' -O" J _ 1 ` PLAN SECTION 1 1/2"=1' -0" 1 /, 2' -6" 2' -0" 2' -6" , , . 6' -8 3/4" A.F.F. G.O. FRENCH CLEAT ND-3 7' -6" A.F.F. T.O. MIRROR 2' -0" CONT. FRENCH CLEAT. FASTEN PER M -1 * M- 2/A10.4 4' -6 1/4" A.F.F. G.O. FRENCH CLEAT 3 9 A.F.F. B.O. MIRROR FRAME MIRROR AT DEMONSTRATION SINK 3/4" PLYWOOD SCREW SUBSTRATE TO NESTED STUDS USING #12 SCREWS AT 8" O.C. FROM BELOW, TYP. 2' -7 1/4" A.F.F. T.O. COUNTERTOP 2' -5" A.F.F. B.O. APRON LINE OF COUNTERTOP BEYOND SHOWN DASHED 3 5/8" NESTED METAL STUD FOR COUNTERTOP SUPPORT MTL. ANGLE - REFER TO SECTION 5/8" GYP. B 3 5/8" 14 GA. MTL. JACK STUDS, TYP. 6 LOCATIONS PER DEMO SINK NICHE 5/8" WATER- RESISTANT GYP. BD. CERAMIC TILE. START TILE AT BOTTOM OF NICHE SHELF, ABV. 4" HIGH BACK * SIDE SPLASHES. SEAL TO TOP OF COUNTER WITH CLEAR SILICONE. SEAL TO WALL WITH WHITE SILICONE CORIAN COUNTERTOP, SEAL ALL JOINTS 3/4" MDF, PREINSTALLED TO COUNTERTOP- I /r PT -1 5 -5 T -4 DETAIL AT DEMO SINK ELEVATION AT DEMO SINK 1 1/2 "_1' -0" 42DA104JOMIRR 6 " -1 -0 42DA1O4HOCNTR 3/4 " :1' -0" J H 10' -6" A.F.F. B.D. CEILING q' -11" A.F.F. B.D. WOOD PORTAL -2 1/2" A.F.F. B.O. TRIM 7'--6" A.F.F. T.O. MIRROR 3 -q" A.F.F T.O. SI- -IELF/ B.O. M I RRDR 2' -q 7/8" A.F.F T.O. RIM 2' -5" A.F.F. B.O. APRON 0 0 " FINISHED FLOOR B -3 PT -1 4" BASE AT DEMO SINK WD -3 4" SASE AT DEMO SINK I I 1 I 2' -6" L WOOD PORTAL ND-3 I WOOD TRIM WD -3 CERAMIC TILE, TYP. 3 SIDES OF WALL ABOVE COUNTERTOP, ONLY T -4 J 1 DEMONSTRATION SINK MIRROR * FRAME ACRYLIC TESTER SHELF ON MTL. ANGLES CORIAN BACKSPLASH CORIAN COUNTERTOP ADA COMPLIANT SINK G 3 5/8 ", 18 GA MTL STUD FRAMING AT 16 "c /c NOTE: STUDS SHALL BE UNPUNCHED #12 SCREWS, TYP. 2 1/4"0 1• -IDLE IN STUDS FOR 1 1 /2 "4 WASTE LINE (SLOPED) SECTION 1 1/2 " =1' -O" METAL STUD WALL REINFORCING AT PLUMBING WASTE LINE. SEE ARCH AND MECH DRAWINGS FOR LOCATIONS. DETAIL CABINETS HOLES FOR NASTELINE SHALL BE DRILLED WITH A 2 1/4" DIA. HOLE SAN STANDARD PUNCHOUT. INSTALL FULL HEIGHT NALL STUDS SUCH THAT STANDARD PUNCHOUTS ARE A MINIMUM OF 0' -8" FROM WASTE LINE. 3 5/8" NALL STUD 3 5/8" BACKING STUD PLUMBING STUD AT UNIT 1 PERIMETER DETAIL AT PORTAL AS NOTED 42DA104F1PLUM 6 " =1' -0" F LINE OF 3 5/8" 14 GA. NESTED MTL. STUDS BELOW FOR COUNTERTOP SUPPORT CORIAN SIDE SPLASH. SEAL TO TOP OF COUNTER WITH CLEAR SILICONE; SEAL TO WALL WITH Wl-IITE SILICONE CERAMIC TILE, RUNNING BOND PATTERN. START TILE AT TOP OF SPLASHES 5/8" WATER - RESISTANT GYP. BD. OVER MTL. STUD FRAMING CORIAN COUNTERTOP WOOD TRIM WD -3 WOOD PORTAL WOOD BASE BELOW AT PORTAL. MITER CORNERS 5/8" GYP. BD. OVER MTL. STUD FRAMING PT -1 LINE OF SASE BELOW PROVIDE 2 1/2" MTL. STUDS WHERE REQUIRED TO MAINTAIN GYP. DIMENSION BUILT -UP COLUMN, SEE STRUCTURAL DWGS E m 0 Z U 0 m j 1— z aL U 0 In 1- (f) M -1 10 III • ti 11 I ■ ■1 / -r— / 6" MAX { TO GYP. BD. 2' - 1/4' 1 / 7- r 17 N / / / 1' -4 7/8" 20" MAX. I I 1 4 8" MIN. 7/8 II PT -1 RECESSED DOWNLIGa -IT - REFER TO LIGHTING PLAN INSTALL PLYWOOD OVER GYP. BD. SOFFIT B.O. PORTAL WOOD PORTAL - REFER TO SHOP DRAWINGS FOR PORTAL INSTALLATION 1 WOOD TRIM I ND-3 1 8" GYP. 8D. CERAMIC TILE NALL, TYP. 3 SIDES T -4 LINE OF GYP. BD. BEYOND LINE OF WOOD TRIM BEYOND WD -3 I DEMONSTRATION SINK MIRROR * FRAME • if3x2x3/16, LLV 1 (TO BEAR ON JACK STUDS EA I END) PASS ACRYLIC TESTER SHELF ON MTL. ANGLES 1 X r ♦ 3 5/8" DP. 14 GA. CSE ♦� MTL. STUD WITH 3 5/8" DP. 14 GA TRACK (TO BEAR ON JACK STUD, , / EA END) ' 4" CORIAN SIDE 1 SPLASH 3' -6 1/4" A.F.F. I S.O. NICHE DEMONSTRATION % AT 6 S 0.0 . S 1 . SINK - SET SINK / ■ IN MASTIC BASE / GYP. BD. FINISH BELOW - DEMO SINK. PAINT PROVIDE CLEARANCE AS REQUIRED FOR ADA COMPLIANCE SURFACE MOUNTED WOOD BASE B.O. GYP. BD. SOFFIT A.F.F. ND-3 B.O. GYP. BD.Y q' -2 1/2" A.F.F. PT -1 I / REFER TO RCP 0 1' -3 1/4" A.F.F B.O. TRIM 7'--6" A.F.F. T.O. MIRROR 1 \ ( - 1 SCREWS 1 1 1 1 2" L. ' / 2' 7/8" A.F.F. / SINK RIM •-1- — l _/ 2 1 T.O. INSTANTANEOUS WATER HEATER UNDER COUNTER. t SEE PLUMBING DRAWINGS INSULATED PIPING 8--3 PT -1 N -5 1/4" A.F.F X 4 MTL. STUDS 0' -0' A.F.F. FIN. FLOOR SECTION AT DEMONSTRATION SINK ENLARGED PLAN AT DEMOSTRATION SINK 1 1/2 "=1' -0" 1 1/2 "=1' -0" B INSTANTANEOUS WATER HEATER UNDER COUNTER. SEE PLUMBING DRAWINGS CORIAN SIDESPLASH N 10. 3 5/8" 18 GA. MTL. JACK STUD TYP. BOTH SIDES 5/8" GYP. BD. OVER MTL. STUD FRAMING PT -1 BELOW USE 2 1/2" STUD AS REQUIRED TILE LAYOUT NOTE: START BACK z WALL TILE @ CENTERLINE OF NALL $ SIDE WALL TILE @ FACE OF TRIM. DBL 3 5/8" 18 GA. MTL. JACK STUD TYP. BOTH SIDES WOOD PORTAL - REFER TO SHOP DRAWINGS FO PORTAL INSTALLATION 1 ND-3 WOOD TRIM ND-3 LINE OF GYP. BD. SOFFIT ABOVE, SHOWN DASHED EDGE OF WOOD PORTAL ABOVE, SHOWN DASI -IED 8 " 8 " EQ. GYP. BD. fr- EQ. L J 3 5/8' DP. 14 GA. CSE MTL. STUD WITH 3 5/8" DP. 14 GA TRACK (TO BEAR ON JACK STUD, EA END) 5 1/2" SEE CONST. PLAN LC VARIES 3 1/2" HOLD " J` GYP. BD. 3' -7" HOLD TILE TO TILE 3' -5 1/2" 0 - ADA - COMPLIANT SINK ❑ CORIAN COUNTERTOP 0 EQ 1 1 1 1 1 1 X • 8" GYP. BD. EQ. L3x2x3 /I , LLV ND-3 DEMONSTRATION SINK MIRROR LINE OF 1" ACRYLIC SHELF ABOVE SINK, SHOWN DASHED 1 BUILT -UP COLUMN, SEE 1 STRUCTURAL DWGS 1 LINE OF BASE BELOW A 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 • W M- ,In r :4- �ZVI V, E O�Ur W p � s 1i c L ,o a i?Wa? z Z w = W p r r W O ZL Z !: In O 0 r �°wZT�zlna�0 W W y 0 ,� r o 0 LL J c w wo �a L ax�a wo ° 7 ~ , -w 11 T . n a L.A W W w°. azn W 3 < 72:1 7 Q a O g o w V 'W1J - ~ n r E w x :::: � - w'3Wg r - O Z _, C V w =01,3 r 0 n- z a 1 4© o 2 Q p 4 W w 0 � z o 3- -- m W W Vl m W - Z 0- H O w z z O - J sz0ZZ0_ _1. arVOaa _1:_. DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: REQUIRED BY: J 1 a �z= m� Nrw O -Oz W a0- V W d0 F o V7 - J w W a Q D a�o z a W REVISIONS: k S 0 0 w = z !R-07 0 V O r J •• t 7 - 0 ZOw. a arm w mW =rW) N ,-=13 w O x � o Xs Owzpw < z p 0 _0:a96 a tcc r m a o zd < - wy 'i = Zz j°0 1 OOa =o �Q o . x w3 z ¢aa �zcnZpw o aaa L 'n C Q V Et: Z Fv w 0 w 0w = �cir¢ o F < F F w ¢ z � = =V V 7 °. [9d 0�?w a -oa r „tn 0200 0 v1- ooazo� DEMONSTRATIO SINK DETAILS DRAWING NUMBER: 1\\\ 1 W CI °Doc, PROJECT INFORMATION: 4200351 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 :,.'' C 5 rri AND SPECIFICATIONS, OR ANY REPRODUCTION THEREOF, ON ANOTHER PROJECT IS , o PROHIBITED AND CONTRARY TO LAW UNLESS EXPRESSLY AUTHORIZED IN WRITING BY V ', r / '•, ,:.,' ‘ "' 1 I x ,— > 2 1'3 rri mu vi c . BATH & BODY WORKS LIMITED STORE PLANNING, INC., D/B/A LIMITED STORE DESIGN AND CONSTRUCTION L I m I I: •k : • i -'""'----,,,,,,„,,,: c, , •I ,::: A ,,,, —I ., 7....., co 0, o. A — M Z 12 — CD M 75 XI THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF LSDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH LSDC. NO REPRODUCTION OF THESE DRAWINGS AND 0 C-5 CT 0. C71 SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE LSDC. 'II = — D. •C) 0 0) E 3> Z --1 ii 1 1: 1= :, - ' 'ili142.119r14, 0 BE RETURNED TO LSDC UPON COMPLETION OF THEIR INTENDED USE, UNLESS i I VI I 1 ---, NIi■ X pCI z TUKWILA, WASHINGTON 98188 OTHERWISE AGREED BY THE LSDC. C/: ffi .!.• CCP COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE ' f n F e e L. i ni i t e d P a r k Via V - C. 0 i U M b U :'•3 , ...,...i= :n i 0 4 \)e:., ,.J U 1:, SCOPE: NEW PACKAGE. • P KG 1 COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. THE PROTECTION , —II Ui INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION .. = 0 ", DESIGN TYPE: EASTON GENERATION: 082Fa OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN c._ c..__ „,-.. rn • • • ' • /1 IL,Z TYP • 10_ M -1 5 SIDES TYP. 10. #12 x 3/4" LG PARTICLE BOARD SCREWS AT 6" O.C. MAX. (NOTE: COUNTERSINK HEAD 1/8" DEPTH INTO CLEAT TO ACH I EVE 3/8" PENETRATION INT MDF PANEL) 1/211 X 2 ' -0 " POPLAR FRENCH CLEAT. SEE M -2 FOR ATTACHMENT CERAMIC TILE OVER WATER - RESISTANT GYP. BD. OVER MTL. STUD FRAMING 1 T -4 1/2" MDF FRAME SCREWED TO MIRROR. BACKING AT 12" O.C. 1/4 MIRROR ON MDF OR SIMILAR SUBSTRATE 1/4" X 1/2" RABIT FOR MIRROR m WOOD FRAME WD -3 , • 1/4" REVEAL. /4' f, EDGES OF MDF �f PAINTED WHITE 6 " =1' -0" FRAME DETAIL - BOTTOM AFTER SETTING MIRROR, SCREW TOP AT EAC14 END TO PREVENT MOVEMENT W/ #12 x 3 1/2" LG METAL SCREWS. MAKE SURE d SCREWS ARE NOT VISIBLE X / � 7' --6" A.F.F. T.O. MI RROR WOOD FRAME ND-3 1 1/4" MIRROR ON MDF OR SIMILAR SUBSTRATE 1/2" X 2' -0" POPLAR FRENCH CLEAT GLUE CLEATS TO SURFACES USING LIQUID NAILS ULTRA DUTY POLY ADHESIVE #12 x 2" LG MTL SCREWS AT 6" O.G. MAX T -4 1/2" MDF FRAME SCREWED TO MIRROR BACKING AT 12" O.C. 6 "=1' -0" y i 1/2" 4 FRAME DETAIL -TOP REFER TO DETAIL M/A13.1 FOR MTL. STUD BLOCKING DETAIL /HH 9 CLEAT AT DEMO SINK MIRROR NOT USED NOT USED 6 " :1' -0" 42DA104MOMIRR M L K ELEVATION 1 1/2"-1' -O" J _ 1 ` PLAN SECTION 1 1/2"=1' -0" 1 /, 2' -6" 2' -0" 2' -6" , , . 6' -8 3/4" A.F.F. G.O. FRENCH CLEAT ND-3 7' -6" A.F.F. T.O. MIRROR 2' -0" CONT. FRENCH CLEAT. FASTEN PER M -1 * M- 2/A10.4 4' -6 1/4" A.F.F. G.O. FRENCH CLEAT 3 9 A.F.F. B.O. MIRROR FRAME MIRROR AT DEMONSTRATION SINK 3/4" PLYWOOD SCREW SUBSTRATE TO NESTED STUDS USING #12 SCREWS AT 8" O.C. FROM BELOW, TYP. 2' -7 1/4" A.F.F. T.O. COUNTERTOP 2' -5" A.F.F. B.O. APRON LINE OF COUNTERTOP BEYOND SHOWN DASHED 3 5/8" NESTED METAL STUD FOR COUNTERTOP SUPPORT MTL. ANGLE - REFER TO SECTION 5/8" GYP. B 3 5/8" 14 GA. MTL. JACK STUDS, TYP. 6 LOCATIONS PER DEMO SINK NICHE 5/8" WATER- RESISTANT GYP. BD. CERAMIC TILE. START TILE AT BOTTOM OF NICHE SHELF, ABV. 4" HIGH BACK * SIDE SPLASHES. SEAL TO TOP OF COUNTER WITH CLEAR SILICONE. SEAL TO WALL WITH WHITE SILICONE CORIAN COUNTERTOP, SEAL ALL JOINTS 3/4" MDF, PREINSTALLED TO COUNTERTOP- I /r PT -1 5 -5 T -4 DETAIL AT DEMO SINK ELEVATION AT DEMO SINK 1 1/2 "_1' -0" 42DA104JOMIRR 6 " -1 -0 42DA1O4HOCNTR 3/4 " :1' -0" J H 10' -6" A.F.F. B.D. CEILING q' -11" A.F.F. B.D. WOOD PORTAL -2 1/2" A.F.F. B.O. TRIM 7'--6" A.F.F. T.O. MIRROR 3 -q" A.F.F T.O. SI- -IELF/ B.O. M I RRDR 2' -q 7/8" A.F.F T.O. RIM 2' -5" A.F.F. B.O. APRON 0 0 " FINISHED FLOOR B -3 PT -1 4" BASE AT DEMO SINK WD -3 4" SASE AT DEMO SINK I I 1 I 2' -6" L WOOD PORTAL ND-3 I WOOD TRIM WD -3 CERAMIC TILE, TYP. 3 SIDES OF WALL ABOVE COUNTERTOP, ONLY T -4 J 1 DEMONSTRATION SINK MIRROR * FRAME ACRYLIC TESTER SHELF ON MTL. ANGLES CORIAN BACKSPLASH CORIAN COUNTERTOP ADA COMPLIANT SINK G 3 5/8 ", 18 GA MTL STUD FRAMING AT 16 "c /c NOTE: STUDS SHALL BE UNPUNCHED #12 SCREWS, TYP. 2 1/4"0 1• -IDLE IN STUDS FOR 1 1 /2 "4 WASTE LINE (SLOPED) SECTION 1 1/2 " =1' -O" METAL STUD WALL REINFORCING AT PLUMBING WASTE LINE. SEE ARCH AND MECH DRAWINGS FOR LOCATIONS. DETAIL CABINETS HOLES FOR NASTELINE SHALL BE DRILLED WITH A 2 1/4" DIA. HOLE SAN STANDARD PUNCHOUT. INSTALL FULL HEIGHT NALL STUDS SUCH THAT STANDARD PUNCHOUTS ARE A MINIMUM OF 0' -8" FROM WASTE LINE. 3 5/8" NALL STUD 3 5/8" BACKING STUD PLUMBING STUD AT UNIT 1 PERIMETER DETAIL AT PORTAL AS NOTED 42DA104F1PLUM 6 " =1' -0" F LINE OF 3 5/8" 14 GA. NESTED MTL. STUDS BELOW FOR COUNTERTOP SUPPORT CORIAN SIDE SPLASH. SEAL TO TOP OF COUNTER WITH CLEAR SILICONE; SEAL TO WALL WITH Wl-IITE SILICONE CERAMIC TILE, RUNNING BOND PATTERN. START TILE AT TOP OF SPLASHES 5/8" WATER - RESISTANT GYP. BD. OVER MTL. STUD FRAMING CORIAN COUNTERTOP WOOD TRIM WD -3 WOOD PORTAL WOOD BASE BELOW AT PORTAL. MITER CORNERS 5/8" GYP. BD. OVER MTL. STUD FRAMING PT -1 LINE OF SASE BELOW PROVIDE 2 1/2" MTL. STUDS WHERE REQUIRED TO MAINTAIN GYP. DIMENSION BUILT -UP COLUMN, SEE STRUCTURAL DWGS E m 0 Z U 0 m j 1— z aL U 0 In 1- (f) M -1 10 III • ti 11 I ■ ■1 / -r— / 6" MAX { TO GYP. BD. 2' - 1/4' 1 / 7- r 17 N / / / 1' -4 7/8" 20" MAX. I I 1 4 8" MIN. 7/8 II PT -1 RECESSED DOWNLIGa -IT - REFER TO LIGHTING PLAN INSTALL PLYWOOD OVER GYP. BD. SOFFIT B.O. PORTAL WOOD PORTAL - REFER TO SHOP DRAWINGS FOR PORTAL INSTALLATION 1 WOOD TRIM I ND-3 1 8" GYP. 8D. CERAMIC TILE NALL, TYP. 3 SIDES T -4 LINE OF GYP. BD. BEYOND LINE OF WOOD TRIM BEYOND WD -3 I DEMONSTRATION SINK MIRROR * FRAME • if3x2x3/16, LLV 1 (TO BEAR ON JACK STUDS EA I END) PASS ACRYLIC TESTER SHELF ON MTL. ANGLES 1 X r ♦ 3 5/8" DP. 14 GA. CSE ♦� MTL. STUD WITH 3 5/8" DP. 14 GA TRACK (TO BEAR ON JACK STUD, , / EA END) ' 4" CORIAN SIDE 1 SPLASH 3' -6 1/4" A.F.F. I S.O. NICHE DEMONSTRATION % AT 6 S 0.0 . S 1 . SINK - SET SINK / ■ IN MASTIC BASE / GYP. BD. FINISH BELOW - DEMO SINK. PAINT PROVIDE CLEARANCE AS REQUIRED FOR ADA COMPLIANCE SURFACE MOUNTED WOOD BASE B.O. GYP. BD. SOFFIT A.F.F. ND-3 B.O. GYP. BD.Y q' -2 1/2" A.F.F. PT -1 I / REFER TO RCP 0 1' -3 1/4" A.F.F B.O. TRIM 7'--6" A.F.F. T.O. MIRROR 1 \ ( - 1 SCREWS 1 1 1 1 2" L. ' / 2' 7/8" A.F.F. / SINK RIM •-1- — l _/ 2 1 T.O. INSTANTANEOUS WATER HEATER UNDER COUNTER. t SEE PLUMBING DRAWINGS INSULATED PIPING 8--3 PT -1 N -5 1/4" A.F.F X 4 MTL. STUDS 0' -0' A.F.F. FIN. FLOOR SECTION AT DEMONSTRATION SINK ENLARGED PLAN AT DEMOSTRATION SINK 1 1/2 "=1' -0" 1 1/2 "=1' -0" B INSTANTANEOUS WATER HEATER UNDER COUNTER. SEE PLUMBING DRAWINGS CORIAN SIDESPLASH N 10. 3 5/8" 18 GA. MTL. JACK STUD TYP. BOTH SIDES 5/8" GYP. BD. OVER MTL. STUD FRAMING PT -1 BELOW USE 2 1/2" STUD AS REQUIRED TILE LAYOUT NOTE: START BACK z WALL TILE @ CENTERLINE OF NALL $ SIDE WALL TILE @ FACE OF TRIM. DBL 3 5/8" 18 GA. MTL. JACK STUD TYP. BOTH SIDES WOOD PORTAL - REFER TO SHOP DRAWINGS FO PORTAL INSTALLATION 1 ND-3 WOOD TRIM ND-3 LINE OF GYP. BD. SOFFIT ABOVE, SHOWN DASHED EDGE OF WOOD PORTAL ABOVE, SHOWN DASI -IED 8 " 8 " EQ. GYP. BD. fr- EQ. L J 3 5/8' DP. 14 GA. CSE MTL. STUD WITH 3 5/8" DP. 14 GA TRACK (TO BEAR ON JACK STUD, EA END) 5 1/2" SEE CONST. PLAN LC VARIES 3 1/2" HOLD " J` GYP. BD. 3' -7" HOLD TILE TO TILE 3' -5 1/2" 0 - ADA - COMPLIANT SINK ❑ CORIAN COUNTERTOP 0 EQ 1 1 1 1 1 1 X • 8" GYP. BD. EQ. L3x2x3 /I , LLV ND-3 DEMONSTRATION SINK MIRROR LINE OF 1" ACRYLIC SHELF ABOVE SINK, SHOWN DASHED 1 BUILT -UP COLUMN, SEE 1 STRUCTURAL DWGS 1 LINE OF BASE BELOW A 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 • W M- ,In r :4- �ZVI V, E O�Ur W p � s 1i c L ,o a i?Wa? z Z w = W p r r W O ZL Z !: In O 0 r �°wZT�zlna�0 W W y 0 ,� r o 0 LL J c w wo �a L ax�a wo ° 7 ~ , -w 11 T . n a L.A W W w°. azn W 3 < 72:1 7 Q a O g o w V 'W1J - ~ n r E w x :::: � - w'3Wg r - O Z _, C V w =01,3 r 0 n- z a 1 4© o 2 Q p 4 W w 0 � z o 3- -- m W W Vl m W - Z 0- H O w z z O - J sz0ZZ0_ _1. arVOaa _1:_. DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: REQUIRED BY: J 1 a �z= m� Nrw O -Oz W a0- V W d0 F o V7 - J w W a Q D a�o z a W REVISIONS: k S 0 0 w = z !R-07 0 V O r J •• t 7 - 0 ZOw. a arm w mW =rW) N ,-=13 w O x � o Xs Owzpw < z p 0 _0:a96 a tcc r m a o zd < - wy 'i = Zz j°0 1 OOa =o �Q o . x w3 z ¢aa �zcnZpw o aaa L 'n C Q V Et: Z Fv w 0 w 0w = �cir¢ o F < F F w ¢ z � = =V V 7 °. [9d 0�?w a -oa r „tn 0200 0 v1- ooazo� DEMONSTRATIO SINK DETAILS DRAWING NUMBER: 1\\\ 1 W CI °Doc, PROJECT INFORMATION: 4200351 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 :,.'' C 5 rri AND SPECIFICATIONS, OR ANY REPRODUCTION THEREOF, ON ANOTHER PROJECT IS , o PROHIBITED AND CONTRARY TO LAW UNLESS EXPRESSLY AUTHORIZED IN WRITING BY V ', r / '•, ,:.,' ‘ "' 1 I x ,— > 2 1'3 rri mu vi c . BATH & BODY WORKS LIMITED STORE PLANNING, INC., D/B/A LIMITED STORE DESIGN AND CONSTRUCTION L I m I I: •k : • i -'""'----,,,,,,„,,,: c, , •I ,::: A ,,,, —I ., 7....., co 0, o. A — M Z 12 — CD M 75 XI THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF LSDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH LSDC. NO REPRODUCTION OF THESE DRAWINGS AND 0 C-5 CT 0. C71 SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE LSDC. 'II = — D. •C) 0 0) E 3> Z --1 ii 1 1: 1= :, - ' 'ili142.119r14, 0 BE RETURNED TO LSDC UPON COMPLETION OF THEIR INTENDED USE, UNLESS i I VI I 1 ---, NIi■ X pCI z TUKWILA, WASHINGTON 98188 OTHERWISE AGREED BY THE LSDC. C/: ffi .!.• CCP COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE ' f n F e e L. i ni i t e d P a r k Via V - C. 0 i U M b U :'•3 , ...,...i= :n i 0 4 \)e:., ,.J U 1:, SCOPE: NEW PACKAGE. • P KG 1 COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. THE PROTECTION , —II Ui INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION .. = 0 ", DESIGN TYPE: EASTON GENERATION: 082Fa OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN c._ c..__ „,-.. rn • • • ' • /1 IL,Z T -4 11I-- 5 SIDES TYP. SINK #12 x 3/4" LG PARTICLE BOARD SCREWS AT 6" O.C. MAX. (NOTE: COUNTERSINK HEAD 1/8" DEPTH INTO CLEAT TO ACH I EVE 3/8" PENETRATION INT MDF PANEL) 1/211 X 2 ' -0 " POPLAR FRENCH CLEAT. SEE M -2 FOR ATTACHMENT CERAMIC TILE OVER WATER - RESISTANT GYP. BD. OVER MTL. STUD FRAMING 1 T -4 1/2" MDF FRAME SCREWED TO MIRROR. BACKING AT 12" O.C. 1/4 MIRROR ON MDF OR SIMILAR SUBSTRATE 1/4" X 1/2" RABIT FOR MIRROR m WOOD FRAME WD -3 , • 1/4" REVEAL. /4' f, EDGES OF MDF �f PAINTED WHITE 6 " =1' -0" FRAME DETAIL - BOTTOM AFTER SETTING MIRROR, SCREW TOP AT EAC14 END TO PREVENT MOVEMENT W/ #12 x 3 1/2" LG METAL SCREWS. MAKE SURE d SCREWS ARE NOT VISIBLE X / � 7' --6" A.F.F. T.O. MI RROR WOOD FRAME ND-3 1 1/4" MIRROR ON MDF OR SIMILAR SUBSTRATE 1/2" X 2' -0" POPLAR FRENCH CLEAT GLUE CLEATS TO SURFACES USING LIQUID NAILS ULTRA DUTY POLY ADHESIVE #12 x 2" LG MTL SCREWS AT 6" O.G. MAX T -4 1/2" MDF FRAME SCREWED TO MIRROR BACKING AT 12" O.C. 6 "=1' -0" y i 1/2" 4 FRAME DETAIL -TOP REFER TO DETAIL M/A13.1 FOR MTL. STUD BLOCKING DETAIL /HH 9 CLEAT AT DEMO SINK MIRROR NOT USED NOT USED 6 " :1' -0" 42DA104MOMIRR M L K ELEVATION 1 1/2"-1' -O" J _ 1 ` PLAN SECTION 1 1/2"=1' -0" 1 /, 2' -6" 2' -0" 2' -6" , , . 6' -8 3/4" A.F.F. G.O. FRENCH CLEAT ND-3 7' -6" A.F.F. T.O. MIRROR 2' -0" CONT. FRENCH CLEAT. FASTEN PER M -1 * M- 2/A10.4 4' -6 1/4" A.F.F. G.O. FRENCH CLEAT 3 9 A.F.F. B.O. MIRROR FRAME MIRROR AT DEMONSTRATION SINK 3/4" PLYWOOD SCREW SUBSTRATE TO NESTED STUDS USING #12 SCREWS AT 8" O.C. FROM BELOW, TYP. 2' -7 1/4" A.F.F. T.O. COUNTERTOP 2' -5" A.F.F. B.O. APRON LINE OF COUNTERTOP BEYOND SHOWN DASHED 3 5/8" NESTED METAL STUD FOR COUNTERTOP SUPPORT MTL. ANGLE - REFER TO SECTION 5/8" GYP. B 3 5/8" 14 GA. MTL. JACK STUDS, TYP. 6 LOCATIONS PER DEMO SINK NICHE 5/8" WATER- RESISTANT GYP. BD. CERAMIC TILE. START TILE AT BOTTOM OF NICHE SHELF, ABV. 4" HIGH BACK * SIDE SPLASHES. SEAL TO TOP OF COUNTER WITH CLEAR SILICONE. SEAL TO WALL WITH WHITE SILICONE CORIAN COUNTERTOP, SEAL ALL JOINTS 3/4" MDF, PREINSTALLED TO COUNTERTOP- I /r PT -1 5 -5 T -4 DETAIL AT DEMO SINK ELEVATION AT DEMO SINK 1 1/2 "_1' -0" 42DA104JOMIRR 6 " -1 -0 42DA1O4HOCNTR 3/4 " :1' -0" J H 10' -6" A.F.F. B.D. CEILING q' -11" A.F.F. B.D. WOOD PORTAL -2 1/2" A.F.F. B.O. TRIM 7'--6" A.F.F. T.O. MIRROR 3 -q" A.F.F T.O. SI- -IELF/ B.O. M I RRDR 2' -q 7/8" A.F.F T.O. RIM 2' -5" A.F.F. B.O. APRON 0 0 " FINISHED FLOOR B -3 PT -1 4" BASE AT DEMO SINK WD -3 4" SASE AT DEMO SINK I I 1 I 2' -6" L WOOD PORTAL ND-3 I WOOD TRIM WD -3 CERAMIC TILE, TYP. 3 SIDES OF WALL ABOVE COUNTERTOP, ONLY T -4 J 1 DEMONSTRATION SINK MIRROR * FRAME ACRYLIC TESTER SHELF ON MTL. ANGLES CORIAN BACKSPLASH CORIAN COUNTERTOP ADA COMPLIANT SINK G 3 5/8 ", 18 GA MTL STUD FRAMING AT 16 "c /c NOTE: STUDS SHALL BE UNPUNCHED #12 SCREWS, TYP. 2 1/4"0 1• -IDLE IN STUDS FOR 1 1 /2 "4 WASTE LINE (SLOPED) SECTION 1 1/2 " =1' -O" METAL STUD WALL REINFORCING AT PLUMBING WASTE LINE. SEE ARCH AND MECH DRAWINGS FOR LOCATIONS. DETAIL CABINETS HOLES FOR NASTELINE SHALL BE DRILLED WITH A 2 1/4" DIA. HOLE SAN STANDARD PUNCHOUT. INSTALL FULL HEIGHT NALL STUDS SUCH THAT STANDARD PUNCHOUTS ARE A MINIMUM OF 0' -8" FROM WASTE LINE. 3 5/8" NALL STUD 3 5/8" BACKING STUD PLUMBING STUD AT UNIT 1 PERIMETER DETAIL AT PORTAL AS NOTED 42DA104F1PLUM 6 " =1' -0" F LINE OF 3 5/8" 14 GA. NESTED MTL. STUDS BELOW FOR COUNTERTOP SUPPORT CORIAN SIDE SPLASH. SEAL TO TOP OF COUNTER WITH CLEAR SILICONE; SEAL TO WALL WITH Wl-IITE SILICONE CERAMIC TILE, RUNNING BOND PATTERN. START TILE AT TOP OF SPLASHES 5/8" WATER - RESISTANT GYP. BD. OVER MTL. STUD FRAMING CORIAN COUNTERTOP WOOD TRIM WD -3 WOOD PORTAL WOOD BASE BELOW AT PORTAL. MITER CORNERS 5/8" GYP. BD. OVER MTL. STUD FRAMING PT -1 LINE OF SASE BELOW PROVIDE 2 1/2" MTL. STUDS WHERE REQUIRED TO MAINTAIN GYP. DIMENSION BUILT -UP COLUMN, SEE STRUCTURAL DWGS E m 0 Z U 0 m j 1— z aL U 0 In 1- (f) M -1 10 III • ti 11 I ■ ■1 / -r— / 6" MAX { TO GYP. BD. 2' - 1/4' 1 / 7- r 17 N / / / 1' -4 7/8" 20" MAX. I I 1 4 8" MIN. 7/8 II PT -1 RECESSED DOWNLIGa -IT - REFER TO LIGHTING PLAN INSTALL PLYWOOD OVER GYP. BD. SOFFIT B.O. PORTAL WOOD PORTAL - REFER TO SHOP DRAWINGS FOR PORTAL INSTALLATION 1 WOOD TRIM I ND-3 1 8" GYP. 8D. CERAMIC TILE NALL, TYP. 3 SIDES T -4 LINE OF GYP. BD. BEYOND LINE OF WOOD TRIM BEYOND WD -3 I DEMONSTRATION SINK MIRROR * FRAME • if3x2x3/16, LLV 1 (TO BEAR ON JACK STUDS EA I END) PASS ACRYLIC TESTER SHELF ON MTL. ANGLES 1 X r ♦ 3 5/8" DP. 14 GA. CSE ♦� MTL. STUD WITH 3 5/8" DP. 14 GA TRACK (TO BEAR ON JACK STUD, , / EA END) ' 4" CORIAN SIDE 1 SPLASH 3' -6 1/4" A.F.F. I S.O. NICHE DEMONSTRATION % AT 6 S 0.0 . S 1 . SINK - SET SINK / ■ IN MASTIC BASE / GYP. BD. FINISH BELOW - DEMO SINK. PAINT PROVIDE CLEARANCE AS REQUIRED FOR ADA COMPLIANCE SURFACE MOUNTED WOOD BASE B.O. GYP. BD. SOFFIT A.F.F. ND-3 B.O. GYP. BD.Y q' -2 1/2" A.F.F. PT -1 I / REFER TO RCP 0 1' -3 1/4" A.F.F B.O. TRIM 7'--6" A.F.F. T.O. MIRROR 1 \ ( - 1 SCREWS 1 1 1 1 2" L. ' / 2' 7/8" A.F.F. / SINK RIM •-1- — l _/ 2 1 T.O. INSTANTANEOUS WATER HEATER UNDER COUNTER. t SEE PLUMBING DRAWINGS INSULATED PIPING 8--3 PT -1 N -5 1/4" A.F.F X 4 MTL. STUDS 0' -0' A.F.F. FIN. FLOOR SECTION AT DEMONSTRATION SINK ENLARGED PLAN AT DEMOSTRATION SINK 1 1/2 "=1' -0" 1 1/2 "=1' -0" B INSTANTANEOUS WATER HEATER UNDER COUNTER. SEE PLUMBING DRAWINGS CORIAN SIDESPLASH N 10. 3 5/8" 18 GA. MTL. JACK STUD TYP. BOTH SIDES 5/8" GYP. BD. OVER MTL. STUD FRAMING PT -1 BELOW USE 2 1/2" STUD AS REQUIRED TILE LAYOUT NOTE: START BACK z WALL TILE @ CENTERLINE OF NALL $ SIDE WALL TILE @ FACE OF TRIM. DBL 3 5/8" 18 GA. MTL. JACK STUD TYP. BOTH SIDES WOOD PORTAL - REFER TO SHOP DRAWINGS FO PORTAL INSTALLATION 1 ND-3 WOOD TRIM ND-3 LINE OF GYP. BD. SOFFIT ABOVE, SHOWN DASHED EDGE OF WOOD PORTAL ABOVE, SHOWN DASI -IED 8 " 8 " EQ. GYP. BD. fr- EQ. L J 3 5/8' DP. 14 GA. CSE MTL. STUD WITH 3 5/8" DP. 14 GA TRACK (TO BEAR ON JACK STUD, EA END) 5 1/2" SEE CONST. PLAN LC VARIES 3 1/2" HOLD " J` GYP. BD. 3' -7" HOLD TILE TO TILE 3' -5 1/2" 0 - ADA - COMPLIANT SINK ❑ CORIAN COUNTERTOP 0 EQ 1 1 1 1 1 1 X • 8" GYP. BD. EQ. L3x2x3 /I , LLV ND-3 DEMONSTRATION SINK MIRROR LINE OF 1" ACRYLIC SHELF ABOVE SINK, SHOWN DASHED 1 BUILT -UP COLUMN, SEE 1 STRUCTURAL DWGS 1 LINE OF BASE BELOW A 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 • W M- ,In r :4- �ZVI V, E O�Ur W p � s 1i c L ,o a i?Wa? z Z w = W p r r W O ZL Z !: In O 0 r �°wZT�zlna�0 W W y 0 ,� r o 0 LL J c w wo �a L ax�a wo ° 7 ~ , -w 11 T . n a L.A W W w°. azn W 3 < 72:1 7 Q a O g o w V 'W1J - ~ n r E w x :::: � - w'3Wg r - O Z _, C V w =01,3 r 0 n- z a 1 4© o 2 Q p 4 W w 0 � z o 3- -- m W W Vl m W - Z 0- H O w z z O - J sz0ZZ0_ _1. arVOaa _1:_. DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: REQUIRED BY: J 1 a �z= m� Nrw O -Oz W a0- V W d0 F o V7 - J w W a Q D a�o z a W REVISIONS: k S 0 0 w = z !R-07 0 V O r J •• t 7 - 0 ZOw. a arm w mW =rW) N ,-=13 w O x � o Xs Owzpw < z p 0 _0:a96 a tcc r m a o zd < - wy 'i = Zz j°0 1 OOa =o �Q o . x w3 z ¢aa �zcnZpw o aaa L 'n C Q V Et: Z Fv w 0 w 0w = �cir¢ o F < F F w ¢ z � = =V V 7 °. [9d 0�?w a -oa r „tn 0200 0 v1- ooazo� DEMONSTRATIO SINK DETAILS DRAWING NUMBER: 1\\\ 1 W CI °Doc, PROJECT INFORMATION: 4200351 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 :,.'' C 5 rri AND SPECIFICATIONS, OR ANY REPRODUCTION THEREOF, ON ANOTHER PROJECT IS , o PROHIBITED AND CONTRARY TO LAW UNLESS EXPRESSLY AUTHORIZED IN WRITING BY V ', r / '•, ,:.,' ‘ "' 1 I x ,— > 2 1'3 rri mu vi c . BATH & BODY WORKS LIMITED STORE PLANNING, INC., D/B/A LIMITED STORE DESIGN AND CONSTRUCTION L I m I I: •k : • i -'""'----,,,,,,„,,,: c, , •I ,::: A ,,,, —I ., 7....., co 0, o. A — M Z 12 — CD M 75 XI THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF LSDC AND SHALL NOT BE DISPLAYED IN ANY MANNER OR USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN AGREEMENT WITH LSDC. NO REPRODUCTION OF THESE DRAWINGS AND 0 C-5 CT 0. C71 SPECIFICATIONS SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF THE LSDC. 'II = — D. •C) 0 0) E 3> Z --1 ii 1 1: 1= :, - ' 'ili142.119r14, 0 BE RETURNED TO LSDC UPON COMPLETION OF THEIR INTENDED USE, UNLESS i I VI I 1 ---, NIi■ X pCI z TUKWILA, WASHINGTON 98188 OTHERWISE AGREED BY THE LSDC. C/: ffi .!.• CCP COPYRIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SEC. 102 OF THE ' f n F e e L. i ni i t e d P a r k Via V - C. 0 i U M b U :'•3 , ...,...i= :n i 0 4 \)e:., ,.J U 1:, SCOPE: NEW PACKAGE. • P KG 1 COPYRIGHT ACT, 17 U.S.C. AS AMENDED DECEMBER 1990; KNOWN AS THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. THE PROTECTION , —II Ui INCLUDES, WITHOUT LIMITATION, THE OVERALL FORM, ARRANGEMENT AND COMPOSITION .. = 0 ", DESIGN TYPE: EASTON GENERATION: 082Fa OF SPACES, AND ELEMENTS OF THE DESIGN. UNDER SUCH PROTECTION, UNAUTHORIZED USE OF THESE DRAWINGS AND SPECIFICATIONS MAY RESULT IN c._ c..__ „,-.. rn • • • ' • 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 DENIMS MICHAEL HEAT - STATE OF WASHINGTONt U mo w (/) r D r NU m Z Z U (fl &) U �ZV) _D J 7 4�$ z_~ : Dw � Wp sm� 2y N OD 1 �6 C ao �a?z Z W � ¢ x y �z v � p i w - ~ w W p � U w e 1- LJ Z aHD¢ p Q - U ry w w a y D Dwaz '�ow= � z � r o�x) -z O W W Z ' a'- ¢ Z W U ¢ O W ¢ F O a L� J W Y Q UU -- W 0. }rC aww w� i w r a v)~ z �r � o W Z D W W r x U � ¢ op r 0 om = m Z��o a 3 \ °(n ▪ a °¢ a D 3 U 5 wx :_oz, � aaxw °a N C O --m Z 0.0 m° 3 w < < « - tn a z ¢ J W O_' :::14 2 • D~ r O - w O 4 0 ¢�- 3} ap g�� m m D U � W 17 �-'r W L/) - N�¢ x N J -U trz O J OZZ �- x w�aJ Wo �oaa � i- m3 v) amo DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: !! Lamcn:l=:- C U8 ° al z O p U D J J Z Z w � c�a ° ¢ U r�N ( n � p7WU N x o re am z z U 0. W W ¢ : (1 a =rra W CZpW 1 C ] a °- W w r r � a a v �az� ' Vl Z Vl : p U J .Q O N HC7 0 ° TZ 7 °z �ci¢r¢ o z n¢�3 w U x lx x x V6- ¢ ° C C w w x c w D d r ru rx�� d W -SC LLUU ¢ OOO� L. U F U U Q? U D (2) - 1:12 x 1 1/2" LG WOOD SCREWS @ 16" O.C. NESTED MTL. STUD BEAM - SEE STRUCTURAL DRAWINGS DETAIL AT CORNER PANEL • • • NOT USED • Z • (I)z 0 cO MOUNTING STRIP CENTER PANEL WD -3 I� CORNER PANEL WD -3 4 m / DETAIL AT HEADER PANEL 114 1/4" Z -CLIP #6 x 5/8" LG WOOD SCREWS @ 12" O.C. I f 1!11./11 FINISH TRIM FRY REGLET ALUMINUM CORNER KEY #PCM -75 -75 ON OUTSIDE CORNERS ONLY INSTALL 3/4" PLYWOOD OVER GYP. BD. SOFFIT. ATTACI -I TO MTL FRAMING W / #10 x 2" LG MTL SCREWS @ 16" O.G. EACH WAY SEE MOUNTING STRIP WITH METAL Z -CLIPS INSTALL 3/4" PLYWOOD OVER GYP. BD. SOFFIT. ATTACH TO MTL FRAMING W / #10 x 2" LG MTL SCREWS @ 16" O.C. EACH WAY TOP PANEL WD -3 II WD -3 N ♦ B.O. HEADER PANEL: USE 8 1/2" AT DEMO SINK LOCATIONS AND 8" AT CABINET LOCATIONS 5/8" GYP. ED. OVER MTL. STUD FRAMING. DO NOT PAINT GYP. D. BEHIND PANEL 2X BLOCKING BY G.G. GYP. BD. SOFFIT G.C. TO PIN NAIL TRIM AT QUIRK TO BLOCKING 10' -1 1/2" A.F.F.AL 13.0. GYP. BD. B.O. PORTAL 6 " =1' -0" 42DA105MOPTHU FOR SCREWS 9' -11" A.F.F. PASS -THRU 6 "_ 42DA105LOPTHU Mb L WD -3 G.C. TO FIELD CUT WOOD PORTAL FOR TROUGH OPENING LIGHT FIXTURE SEE LIGHTING / ELECTRICAL PLAN 3/8" EQ. EQ. 3/ 11 PT -7 I LIGHT TROUGH IN PASS -THRU ELEVATION AT PASS -THRU K DETAIL AT VERTICAL TRIM SCREW MTL. TROUGH TO GYP. BD. 2 1/2" METAL BRACING AT 16" O.C. 10' -3" A.F.F. B.O. LIGa --IT TROUGH 10' -1 1/2" A.F.F. B.O. GYP. BD. 9' -11" A.F.F. B.O. WOOD PORTAL INSTALL 3/4" PLYWOOD OVER GYP. BD. SOFFIT. ATTACH TO MTL FRAMING W / #10 x 2" LG MTL SCREWS @ 16" O.G. EACH WAY BLOCKING AS REQUIRED BRAKE MTL. TROUGH. TRACK LIGHTING SEE LIGHTING / ELECTRICAL PLAN FOR SPACING 4 TRACK LENGTH REFER TO SPECIFICATIONS FOR PRODUCT INFORMATION AND CONTACT 3 " =1' -0" 42DA105JOLGHT At REFER TO RCP B.O. CEILING 10' -1 1/2" A.F.F. B.O. GYP. BD. � q' -11" A.F.F. 8.0. PASS --THRU NESTED MTL. STUD BEAM - SEE STRUCTURAL DRAWINGS INSTALL 3/4" PLYWOOD 51-1 EATHING OVER GYP. BD. SOFFIT O' -0" A.F.F. FINISH FLOOR 3 5/8 ", 18 GA DIAGONAL BRACE AT 48" O.G. -3 5/8" 20 GA. METAL STUD JOIST AT 16" O.G., TYP. WD -3 iI 3' -11 1/2" MOUNTING STRIP WITH METAL Z -CLIPS HEADER PANEL: USE 6 1/2" AT DEMO SINK LOCATIONS AND 8" AT CABINET LOCATIONS DASHED LINE INDICATES EXTENT OF TRIM IN FOREGROUND 1/16" QUIRK DETAIL AT LOOSE BASE 3/4 ";1' -O" 42EA105HOPTHU J H J FINISH TRIM G 3/4" " 5/8" GYP. BD. OVER MTL. STUD FRAMING FT-1 1 3/4" X 2 7/8" PINE SHIPPED LOOSE 1/8" X 1/8" QUIRK FRY REGLET ALUMINUM CORNER KEY #PCM -75 -75 ON OUTSIDE CORNERS ONLY NESTED MTL STUD POST - SEE STRUCTURAL DRAWINGS NOT USED ELEVATION AT PORTAL Q z O 0 CZ Ln z O 0 3 LL w co N. m 4 1/2" FRY REGLET ALUMINUM CORNER KEY #PCM -75 -75 ON OUTSIDE CORNERS ONLY WALL MOLDINGS WD -3 I 1/16" QUIRK DETAIL AT LOOSE BASE LOOSE BASE, SCRIBE TO FIT WD -3 Lr D-- e r I- DASHED LINES INDICATE SUPPORT PANELS, TYP. Od — ALL JOINTS TO BE SPLINED 8 MOUNTING STRIPS, SHOWN DASHED J e 1/8" REVEAL- AT JOINTS 8 9 8 9] 8 8 8 8 9 8 m 9 8 8 8 8 8 8 8 8 e 8 8 e 8 J T EQ. EQ. FINISHED PORTAL OPENING , EQ. 8'_0" EQ. , r L_ "_1' -0" G TOP SOFFIT PANEL (REFLECTED CEILING PLAN) C FINISHED PORTAL OPENING FINISHED PORTAL OPENING NOT USED LAYOUT TEMPLATE FOR STORES WITH WIDE PORTALS EQ. SOFFIT TO DE SHIPPED IN (6) SECTIONS PRE MITERED CORNERS FOR \ .N 1 5 aq r PAIL EQ. SOFFIT TO DE SHIPPED IN (6) SECTIONS 3/4 "=1' -O" 42EA105BOPTHU 4 1/2" 3/4 " =1' -O" 42PA10 AOPTHU SECTION AT BACKWRAP TRIM AT BACKWRAP 11/2 " =1' —O" L ELEVATION AT BACKWRAP 1/2 "_1' -0" •l 1'--8 1/2" GYP. D. 1-1OLD it • i i i 5/8" GYP. BD. OVER MTL. STUD FRAMING METAL REVEAL MT -3 1 FLUORESCENT FIXTURE - (TOP AND SIDES) MARKETING RAIL CENTER FIXTURE ON BACKWRAP OPENING PT -1 I GYP. BD. WALL BEYOND PT —i WOOD SI- IIPLAP PLANKING SF -2 1 REFER TO RCP B.O. CEILING 10' -2 3/4" A.F.F. B.O. SOFFIT 5/8" GYP. BD. OVER 3/4" PLYWOOD OVER MTL. STUD FRAMING. INSTALL PLYWOOD AT BACK WALL ONLY. 2' -10" A.F.F. GYP. D. 0' -0" A.F.F. FINISH FL R 12 GA. I- (ANGER WIRE AT 4' -0" O.C. 3 5/8" MTL. STUD 10-2 3/4" A -F.F B.O. SOFFIT SOFFIT AT BACKWRAP B -3 11 EQ. 0 • MARKETING POSTER BUTT JOINT WOOD TRIM 6 1/4" 3" EQ 1 PT -1 1 5/8" MARKETING RAIL. INSTALL BLOCKING AS REQUIRED FLUORESCENT FIXTURE - REFER TO LIGHTING PLAN ' -8 1/2" co co co m 6 C'3 u1 GLUE ENTIRE ASSEMBLY AND NAIL AT 16" O.G. T1-IRU QUIRKS, TYP. 2 1/2" METAL STUD FRAMING LINE OF LIGHT COVE BEYOND 8' -0" PT -1 SEMI -GLOSS I-IOLD SIM. 1 / 511 4 1/4" — I- IARDWOOD TRIM AROUND OPENING PT -1 OUTLETS AT WALL BEHIND BACKWRAP. SEE ELECTRICAL DRAWINGS 16 11 1/2" 7 7/8" X1 /8" QUIRK 1 7/8" 1' -3 1 /2" 1 1 1 • 1/8" QUIRK-' 1 7/8" EQ. END PANEL BACKWRAP 1 Ir 6 1 /4"J EQ. K A11.1 5/8" GYP. BD. OVER MTL. STUD FRAMING. METAL REVEAL 1 MT -3 WOOD PLANKING 1 SF -2 11 OWNER SUPPLIED, G.C. INSTALLED, PRE - FINISHED WOOD TRIM PT -1 F.R.T. BLOCKING PROVIDED BY OWNER, INSTALLED BY G.C. 3/4" BLOCKING ON PRE - ASSEMBLED TRIM 6" NESTED MTL. STUD BEAM OWNER SUPPLIED, G.G. INSTALLED, PRE - FINISHED WOOD TRIM 1/6" QUIRK B -3 REFER TO RGP B.O. CEILING A.F.F. GYP. BD. SOFFIT BEYOND 1 PT -1 B.O. TRIM l PT--1 I REFER TO RCP B.O. CEILING 3 " =1' -0" G1 A.F.F. 1 SF-2 1 B.O. TRIM WOOD PLANKING 2' -10" A.F.F. T.O. BACKWRAP COUNTERTOP 0' -o" A.F.F. F I N I SI-I FLOOR r 1 A FOLD ' -8 1/2" 2' -4 1/8" H 1< 1' -3 1/2" 1 r • m 6 I ' ■ 1 PT -1 FLUORESCENT FIXTURE - (TOP AND SIDES) MARKETING RAIL LINE OF LIGI -IT COVE BEYOND 5/6" GYP. D. OVER 3/4" PLYWOOD OVER MTL. STUD FRAMING. INSTALL PLYWOOD AT BACK WALL ONLY. PT -1 I PAINTED WOOD TRIM BEYOND PT -1 1 /8" QUIRK GYP. SD. WALL BEYOND PT -1 OWNER - SUPPLIED END PANEL BEYOND SECURE WRAP ROLL TO TOP OF BACKWRAP FROM UNDERNEATH BACKWRAP CABINET FLOORING TO RUN UNDER GAS( -(WRAP BACKWRAP REFER TO RCP B.O. CEILING 10' -2 3/4" A.F.F. B.O. SOFFIT 5/8" GYP. BD. OVER MTL. STUD FRAMING 6" NESTED MTL. STUD BEAM q' -2" A.F.F. B.O. TRIM 2' -10" A.F.F. COUNTERTOP NOTE: BACKWRAP SHOWN FOR REFERENCE ONLY. REFER TO FIXTURE SHOP DRAWINGS FOR DETAILS 0 A.F.F. FINISH FLOOR E SECTION AT BACKWRAP 1 1/2 " =1' -O" B L FLUORESCENT LIGHT FILLER TO ALIGN WITH GYP. BD- PT -1 GLUE ENTIRE ASSEMBLY AND NAIL THRU QUIRKS @ 16" D.G. END PANEL 3 5/6" NESTED METAL POST 1/4" LOOSE FILLER, SCRIBE TO FIT AS REQUIRED F.R.T. BLOCKING PROVIDED BY OWNER, INSTALLED BY G.G. OWNER PROVIDED, G.G. INSTALLED, PRE — FINISHED WOOD TRIM PT -1 1 2 7/8" 6 1/4" 10" 5 3/4" WOOD PLANKING 1 SF -2 I GLUE ENTIRE ASSEMBLY 1 -2" MIN i REFER TO A02-1 FRY REGLET METAL CORNER SUPPLIED BY OWNER. G.G. TO FIELD CUT AND INSTALL WOOD PLANKING CABINET UNIT 1 MIk \\ 3 5/8" NESTED METAL POST EQ. 10" N N co 6 1/4" CN cO r 0 co co Y 3 (� 1/2" FILLER BY VENDOR G.C. TO PAINT PT -7 CO CO 0 INSTALL PLYWOOD AT BACK WALL ONLY 5/8" TYPE 'X' GYP. BD. OVER 3/4" PLYWOOD OVER. MTL. STUD FRAMING BACK EDGE OF TRIM ABOVE, SHOWN DASHED 5/8" TYPE 'X' GYP. BD. OVER MTL. STUD FRAMING 17 -10 1/2" (N.T.S.) BACKWRAP 16' -0" BACKWRAP (N.T.S. 16' HOLD GYP. BD. OPENING (N.T.S.) NON —SALES SALES NOTE: BACKWRAP SHOWN FOR REFERENCE ONLY REFER TO FIXTURE SHOP DRAWINGS FOR DETAILS, TO BE PROVIDED BY OWNER, INSTALLED BY G.C.. • 3 5/6" NESTED METAL POST OWNER PROVIDED, G.C. INSTALLED, PRE — FINISHED WOOD TRIM PT -1 1- 1/2" FILLER SY VENDOR G.G. TO PAINT PT -7 6 1/4" 10" -. m co 0: / r2 EQ. etiVE:D FOR : a OMP N(:E MAY 15 00F • I -. WOOD PLANKING 1 SF -2 1 1 CABINET UNIT 1 6 "1-O" K ENLARGED PLAN AT BACKWRAP 1 1/2 " =1' -0" A 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 1 CNI 0 H W CE 0 • 4, DENNIS MICHAEL I4EATh f STATE OF WASHIGTON • REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: cc W 1- Z W 0 D71, c a , Q W JW W crpn W M N X w z o 1 _ a N ,I , m z e 1- � 7 (n 27:1 ' -� : W Z � L7 J p W 2 O O Q- ) . N ac N, o 2 g3 OF °w,_ 4c ¢oi3Q a U � Zr ¢ j j - czOw 1 ZWFa'p U w Q ot_ w Q W a V �Z L� =NZ ,U-9c j NZrzHa L62 Li 0 �rbOc¢ JLJ U1 u' o �°� °Wa2Z U.OW pw zc w a u r C vwwz Oa - a ¢z a 4 -��o �� F o p t ^¢ C p a r w W � �Ww O N r D- X ZW s � _ O a O' = w �wac�n IL y ° p � ¢ x � L ` 1 ¢ �z a a. ce i- w a �� ��� CI- Z I- ? O D:OOO z n � w wt=- OVa[yja l W i <c ; aWO��w�r9 V1�ao NInQ2 (n D :Oozz z ° zoz 0_ zUZO ww�� a�OW °cjWOVO aaa�l -1-� W c:oa ( l =Fes} W(n Q QNO °(wnZ wx° Q} W Z J i 0. W (n Q< ] O ar-( a O 7 : aaOUrz -c7 (n -Oa¢w w : (n vj - p �i W° d w SOS-° Z O) - J W V7 fr pz�ccviO -, w¢(naz ° 2� � - oa vAZ��'°°w °Z Z � L]Q La Z p(rZJ °Q Z LJL- I? 3 }OO¢w Q a < z w a 0 W W N.-. �J <5 Q' n] ° �O] O U D u a l W ly fY l- WW to W- °W z W a 0w r-Q = t-� Wp r U (LW Z O N .. 2 OZ Za �: a - J CO CO 0 0) REVISIONS: RECEIVED 1t! rn At ' ERMIT QE1' Trek DRAWING NUMBER: 1 1 1 BACKWRAP WALL DETAILS 0 Z L. „a W C QCCa W o- 0 z cc w O cc z 1 -- N cn QLr w c c 1 I-r w WL 0 - 0 oi Z ov� 0 La DATE 04/25/08 SN C,I ts4 1 AA DH NOT USED NOT USED PANEL BASE UNIT BEYOND 1' -5 5/8" 3 2'_6" 1 -6 1 /8" II • SHIM AS REQUIRED SCRIBABLE BASE CN 6 N SECTION AT ACCESSIBLE COUNTER 2'- 1 1/2" A.F.F.4_ COUNTERTOP w Z IL 0 0'_0" FINISI -1 FLOOR 1 1/2 " =1' -O" G.G. TO INSTALL SHIMMED BASE AFTER CASHWRAP IS SET PANEL BEYOND / OPEN FOR ACCESSIBLE KNEE SPACE ZN 6 - 1 " CLEAR 21' -5 7/8" \------- SCRIBABLE BASE SHIM CASI -11A1RAP AS REQUIRED NOTE: CASHWRAP SHOWN FOR REFERENCE ONLY. REFER TO FIXTURE MANUFACTURER SHOP DRAWINGS FOR DETAILS. 0 cv FRONT ELEVATION AT CASHWRAP (7 REGISTER CONDENSED) QUAD OUTLET LOCATION LINE OF COUNTERTOP ABOVE SHOWN DASI -1ED (Y) V VI LJ 1_- 10' -5 3/4" STUB -UPS LINE OF 15 "X15" ACCESS PANEL BELOW CPU SI -)ELF II 0 0 4" 4" 3" 21 21 -1 7/8" • 40 1' ' -1 1/4" C OF REMOVABLE ACCESS PANEL OF CAS1-41AIRAP PANEL 31 'I 3' -11 1/8" 1 V V _ 3" C OF REMOVABLE ACCESS PANEL 7' -7 1/8" NOTE: CASHWRAP SHOWN FOR REFERENCE ONLY. REFER TO FIXTURE MANUFACTURER SHOP DRAWINGS FOR DETAILS. f PLAN SECTION AT CASHWRAP (7 REGISTER CONDENSED) 1' -3 1/8" FINAL LOCATION OF SIGNITURE CAPTURE PRE - DRILLED HOLES TDB. CONFIRM WIT1-1 LSD *C BEFORE DRILLING (TYP.) 3' -8 1/4" 5' -10 1/2" 1 -10 1/2" 3' -2 5/8" 3/16" CLEAR TEMPERED GLASS. CHEQUE WRITING POLICY 4 3/8" 2' -5 5/8" NOTE: CASHWRAP SHOWN FOR REFERENCE ONLY. REFER TO FIXTURE MANUFACTURER SHOP DRAWINGS FOR DETAILS. 3' -8 1/4" 1' --1 1/8" 4 1/2" 211 -5 3/4" ACCESSIBLE COUNTER SHOWN HATCHED 3 5'-0 3/8" 5 -10 1/2" rn K PLAN AT CASHWRAP (7 REGISTER CONDENSED) _ -0 42EA112C5CWRP 1 " =1' -O" 42PA112B5CWRP IgNy 15 7 t A • 1" =1' -0" 4 5 P C B A 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 0 0 a21b 9 NNIS tvilOHAEL 1(EA 1-; 1 STATE OF WASHINGTON j : 1.41,414.HA.,11, fi ect O cn cc O 2 m REQUIRED BY: O 0 � Z J J 0 w =ma N r N w O W 0 w z Q O W i 3 L S 0 0 a W N Na = oaiozo y 41 - 0az wa W w w 0 z 0 Z D- w z 00I- - W Z 0 0 a '- 0W � z0 0 2 w 0 a r W Z a - w 0 � z �2�� v 11 3 Z 0 U _ 00 1 O N UZJ��o C a Z W 0 p L1 r , -x; m � E J U z zaiai a Q J v 1 z1"o0 (� - N 1- z �z <o g w (/1 Ww I/1 0 U CC W W J w rLn3V1Qm W m a Ld LO CC W H Z W co ✓ co On o :o O H La Z CI ~ _ Jw a 1 � c LI rY N H REVISIONS: EIMIPVIVert ITY OF T1 JKW' ,% ?E M11 GEN"; 3 DRAWING NUMBER: 110 0 w ~ Vl - 0_ Z r O Jm r QF Z/fl C p ct 4s } ...EL, ----.- L> Vi ln$r ilprit7) 0� ao � 0 WZda`/10 z Zx001=j7 p =o0m-0 W= m4v11ac r YQ'o i�a a ¢ O L 0 4W a C J M R 0 U - z ! 7,1 a wO fw- t0 .0 1- W 0 >W...O fr, 0 C 0 0Zz UZ Li � 0 co 1 0Z a 0< -< 0 12 x a= r °- W Q O O J z vl 0= 00 01 VO.4 Q0 �0 CASHWRAP DETAILS 0 Li CD N Y CO 0_ 0 DATE DATE ISSUED: 04/25/08 DESIGNED BY: SW DRAWN BY: CJI CHECKED BY: MJ1 / ° \li ° 'N > . ... N N. t 0: < ' °o° I ,\ \ ° \ ° o ° > f —AM / � I / 0 ° ° o > . _ - -- - - , r o 1 <' ° 0 ° \> � T ° °o° � ° < ° o ° \ < • N. ° ° ° / �\ / ..../ Q a \ \ ° ° ° / \ ,/ v a °° o Z < N. ° ° ° / N. ° ° ° / �\ / N\ / ../ ..../ a a °° °° o o ; i 1 i %/ /, iii 'i,' it '' % 'I r//,/ /, , , ; ,/,, , '; ; a - � / ; , /,,,; :,, C // , i /.// j/ ',/ /i i \ ° ° ° 7 \ �v \. a o °° <' N ° ° ° / \ ° ° ° 7 N. / \ �i .i \- a o °° °° a 0 NOT USED NOT USED PANEL BASE UNIT BEYOND 1' -5 5/8" 3 2'_6" 1 -6 1 /8" II • SHIM AS REQUIRED SCRIBABLE BASE CN 6 N SECTION AT ACCESSIBLE COUNTER 2'- 1 1/2" A.F.F.4_ COUNTERTOP w Z IL 0 0'_0" FINISI -1 FLOOR 1 1/2 " =1' -O" G.G. TO INSTALL SHIMMED BASE AFTER CASHWRAP IS SET PANEL BEYOND / OPEN FOR ACCESSIBLE KNEE SPACE ZN 6 - 1 " CLEAR 21' -5 7/8" \------- SCRIBABLE BASE SHIM CASI -11A1RAP AS REQUIRED NOTE: CASHWRAP SHOWN FOR REFERENCE ONLY. REFER TO FIXTURE MANUFACTURER SHOP DRAWINGS FOR DETAILS. 0 cv FRONT ELEVATION AT CASHWRAP (7 REGISTER CONDENSED) QUAD OUTLET LOCATION LINE OF COUNTERTOP ABOVE SHOWN DASI -1ED (Y) V VI LJ 1_- 10' -5 3/4" STUB -UPS LINE OF 15 "X15" ACCESS PANEL BELOW CPU SI -)ELF II 0 0 4" 4" 3" 21 21 -1 7/8" • 40 1' ' -1 1/4" C OF REMOVABLE ACCESS PANEL OF CAS1-41AIRAP PANEL 31 'I 3' -11 1/8" 1 V V _ 3" C OF REMOVABLE ACCESS PANEL 7' -7 1/8" NOTE: CASHWRAP SHOWN FOR REFERENCE ONLY. REFER TO FIXTURE MANUFACTURER SHOP DRAWINGS FOR DETAILS. f PLAN SECTION AT CASHWRAP (7 REGISTER CONDENSED) 1' -3 1/8" FINAL LOCATION OF SIGNITURE CAPTURE PRE - DRILLED HOLES TDB. CONFIRM WIT1-1 LSD *C BEFORE DRILLING (TYP.) 3' -8 1/4" 5' -10 1/2" 1 -10 1/2" 3' -2 5/8" 3/16" CLEAR TEMPERED GLASS. CHEQUE WRITING POLICY 4 3/8" 2' -5 5/8" NOTE: CASHWRAP SHOWN FOR REFERENCE ONLY. REFER TO FIXTURE MANUFACTURER SHOP DRAWINGS FOR DETAILS. 3' -8 1/4" 1' --1 1/8" 4 1/2" 211 -5 3/4" ACCESSIBLE COUNTER SHOWN HATCHED 3 5'-0 3/8" 5 -10 1/2" rn K PLAN AT CASHWRAP (7 REGISTER CONDENSED) _ -0 42EA112C5CWRP 1 " =1' -O" 42PA112B5CWRP IgNy 15 7 t A • 1" =1' -0" 4 5 P C B A 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 0 0 a21b 9 NNIS tvilOHAEL 1(EA 1-; 1 STATE OF WASHINGTON j : 1.41,414.HA.,11, fi ect O cn cc O 2 m REQUIRED BY: O 0 � Z J J 0 w =ma N r N w O W 0 w z Q O W i 3 L S 0 0 a W N Na = oaiozo y 41 - 0az wa W w w 0 z 0 Z D- w z 00I- - W Z 0 0 a '- 0W � z0 0 2 w 0 a r W Z a - w 0 � z �2�� v 11 3 Z 0 U _ 00 1 O N UZJ��o C a Z W 0 p L1 r , -x; m � E J U z zaiai a Q J v 1 z1"o0 (� - N 1- z �z <o g w (/1 Ww I/1 0 U CC W W J w rLn3V1Qm W m a Ld LO CC W H Z W co ✓ co On o :o O H La Z CI ~ _ Jw a 1 � c LI rY N H REVISIONS: EIMIPVIVert ITY OF T1 JKW' ,% ?E M11 GEN"; 3 DRAWING NUMBER: 110 0 w ~ Vl - 0_ Z r O Jm r QF Z/fl C p ct 4s } ...EL, ----.- L> Vi ln$r ilprit7) 0� ao � 0 WZda`/10 z Zx001=j7 p =o0m-0 W= m4v11ac r YQ'o i�a a ¢ O L 0 4W a C J M R 0 U - z ! 7,1 a wO fw- t0 .0 1- W 0 >W...O fr, 0 C 0 0Zz UZ Li � 0 co 1 0Z a 0< -< 0 12 x a= r °- W Q O O J z vl 0= 00 01 VO.4 Q0 �0 CASHWRAP DETAILS 0 Li CD N Y CO 0_ 0 DATE DATE ISSUED: 04/25/08 DESIGNED BY: SW DRAWN BY: CJI CHECKED BY: MJ1 LIMITING HEIGHTS FOR INTERIOR METAL STUD PARTITIONS WITH NO SHELVING STUD DESIGNATION STUD DEPTH FLANGE WIDTH STUD GAUGE STUD SPACING MAXIMUM HEIGHT f 3625162 -27 3 5/8" 1 5/8" 22 16" 15' -6" 3625162 -33 3 5/8" 1 5/8" 20 16" 17' -0" 3625162 -43 3 5/8" 1 5/8" 18 16" 18' -6" 3625162 -54 3 5/8" 1 5/8" 16 16" 20' -0" 6005162 -33 6" 1 5/8" 20 16" 25' -6" 6005162 -43 6" 1 5/8" 18 16" 28' -O" 6005162 -54 6 1 5/8" 16 16" 30' -0" TOP TRACK SPLICE DETAIL SECTION THRU CORRIDOR PARTITION STUD SIZE MATRIX 6 "_ -0 " 42DAl21MOSPLC N.T.S. 42SAl21LOSEIS NONE � J OVERLAP TOP TRACKS (4) #12 SCREWS METAL STUD BELOW (1) #12 SCREW IN EACH FLANGE OF EACH STUD CONNECT DEFLECTION TRACK TO STRUCTURE W/ (2) #12 SCREWS 16" O.C. FOR METAL DECK INSTALLATION SEALANT W/ BACKER ROD SAATNG MATERIAL 1 LAYER TYPE "X" GYP. BD. FASTEN MTL. STUD TO RUNNER 1 -HOUR RATED 3 ":1' -0" 16 GA DEEP LEG TRACK WITH 2" FLANGE. (DEPTH TO MATCI -1 VERTICAL STUD DEPTH) ATTACH TO STRUCTURE W/ (2) 0.205" DIA. PAF OR (2) #12 SCREWS AT 16" O.C. 3/4" L L L L 3/4" 3/4" 1, 3/4" 'MAX MAX "1 "I "1 "I MAX 1 SEISMIC DESIGN CATEGORIES A. B. & C NON -RATED $""T -O- SEE SCHEDULES FOR FINISHES AND STUD SIZES STANDARD TRACK N/ (1) #8 WAFERI-IEAD SCREW IN EACH FLANGE OF EACH VERT STUD ALL SEISMIC ZONES NOTE: ASSEMBLY PER U.L. NO. HW-S -0012 VERTICAL SLOTTED SLIP -TRACK "SLP -TRK" BY DIETRIGI -I SYSTEMS, INC. (DEPTI -1 TO MATCH VERTICAL STUD DEPTH) ATTACH TO STRUCTURE W/ (2) 0.205" DIA. PAF OR (2) *M2 SCREWS AT 16" O.C. RUNNER TRACK 1/2" DEFLECTION SPACE (170 NOT FASTEN RUNNER, STUDS, OR GYP. BD. TO COMP. TRACK) (1) #8 WAFERHEAD SCREW IN EACI -I FLANGE OF EACH VERT STUD. INSTALL PER MANUFACTURERS RECOMMENDATIONS SEISMIC DESIGN CATEGORIES D. E, & F DEMISING WALL SHOWN HATCHED. REFER TO CONSTRUCTION PLAN AND RESPONS 181 L ITY SCHEDULE FOR SCOPE METAL STUDS AT 16" O.G. REFER TO PARTITION LEGEND AND CONSTRUCTION PLAN FOR STUD SIZE AND WALL LOCATION PROVIDE STANDARD BRIDGING AT 4' --0" O.C. MAX (CONNECT BRIDGING TO STUDS BY WELDS DR SCREWS PER STUD MANUFACTURER'S RECOMMENDATIONS) (E) FLOOR SLAB WALL TYPE AS SHOWN ON LEGEND 45 MAX CONT. MTL TRACK (MATCH VERT STUD THICKNESS) W/ (1) #12 SCREW IN EACH FLANGE OF EACH STUD. SPLICE TRACK LENGTHS AT STUD LOCATIONS, TYP. SEE DETAIL M /Al2.1 DIAGONAL BRACE AT 48" D.G. SEE A /501.2 FOR SIZE FINISHED CEILING (WHERE OCCURS) 5/8" GYP. BD. ONE SIDE ONLY CONT. MTL TRACK. (MATCH VERT STUD TI- IICKNESS) SECURE TO SLAB W/ MIN 0.145" DIA POWDER DRIVEN FASTENERS AT 16" O.C. AND 2" FROM EACH END FLOOR FINISHES. (SEE FINISH PLAN AND SCHEDULE) M DEFLECTION TRACK CONT 16 GA DEEP LEG TRACKS (2" DP LEGS) N/ (2) - #12 SCREWS IN EACI -1 FLANGE OF EACH I VERT STUD (2) #12 SCREWS AT 12" D.C. CONNECTING TRACKS REFER TO RCP B.O. CEILING LINE OF FINISHED CEILING (WHERE OCCURS) CONT 20 GA (MIN) TRACKS W/ (1) #12 SCREW IN EACH FLANGE OF EACH JOIST. ATTACH TRACK TO EACI -4 VERT STUD W/ (2) #12 SCREWS 3 5/8" 20 GA. (MIN) MTL. STUDS AT 16" O.C. WITH (1) LAYER 5/8" TYPE 'X' GYP. D. TYP. EACH SIDE - PER U.L. DESIGN U465 (SIMILAR) CONT 20 GA (MIN) TRACKS W/ (1) #12 SCREW IN EACH FLANGE OF EACH JOIST. ATTACH 3/4" % TRACK TO EACH VERT TYP SCREWS STUD W/ (2) #12 DIAGONAL BRACING PER DETAIL A /S01.2 NOTE: FOR POWDER DRIVEN FASTENERS (SILL ANCHORAGE) USE: ERICO TOOL * FASTENERS - ICBD #ER 4546; HILTI INC. - ICBO #ER 12c10; #ITW RAMSET /RED HEAD - ICBD #ER 1147 OR EQUAL MALL STRUCTURE (TYPICAL) REFER TO ELEVATION B.D. (E) STRUCTURE' DECK EXISTING (1) HOUR MINIMUM FIRE RATED WALL CONT 18 GA TRACK N/ (1) #12 SCREW IN EACH FLANGE OF EAGI -I STUD 3 5/8" 18 GA MTL STUD AT 16" O.G. (ALIGN N/ VERT STUDS BELOW) REFER TO RCP B.O. CEILING 3 5/8" 20 GA (MIN) MTL. JOISTS AT 16" O.C. 5/8" TYPE 'X' GYP. BD. SCREW TO TOP AND BoTToM OF JOISTS CONT. MTL TRACK. (MATCH VERT STUD THICKNESS) SECURE TO SLAB N/ MIN 0.145" DIA POWDER DRIVEN FASTENERS AT 16" O.C. AND 2" FROM EACH END NOTE: INSTALL 5/8" CEM -STEEL DECK BY US ARCH. PRODUCTS IN LIEU OF PLYWOOD FOR NON - COMBUSTABLE LOCATIONS NOTE: INSTALL PLAQUE STATING LOAD CAPACITY. INSTALL ACCESS PANELS AS REQ'D. SEE STRUCTURAL DRAWINGS FOR WALL AND LEDGE LOCATIONS AND FRAMING MAX. 1' INSTALL PARTITION UP TO DECK OR TO 8' -0" HIGH, WHICHEVER IS SHORTEST. VARIES B.D. (E) DECK VARIES B.O. SPRINKLER HEAD PAINT LINE MARKING H I GN EST POINT STOCK CAN BE STACKED. REFER TO A13.1 FOR MORE INFO. 5/8" GYP. BD. OVER 3 5/8" MTL. STUDS. INSTALL ACCESS PANELS AS REQ'D. 3/4" CDX PLYWOOD DECK OVER METAL JOISTS SAND ALL EDGES SMOOTH 1 x 4 WOOD TRIM - RUN CONTINUOUS ALONG TOP EDGE OF WALL METAL FRAMING 6' -6" A.F.F B.D. CEILING 3 5/8" STUDS - ALIGN STUDS DIRECTLY UNDER JOIST (TYP.) 5/8" GYP. BD., SEE FINISH PLAN AND SCHEDULE L SECTION AT LEDGE (TOILET) K COLUMN ENCLOSURE 3 " =1' -0" 42DAl21JOCNST 3 " =1' -0" 42DAl21HOLOFT 3 " =1' -0" [eiII 'i•]1!j1 J FURRED PARTITION H G NON -RATED PARTITION 1 1/2"=1' -O" 42SAl21FOCNST I ES E DECK CO RETA SEA LA BOTTOM BOTH SIDE LEASE LINE 6" X 20 GA. METAL STUDS @ 16" O.C. BY LANDLORD TENANT TO PROVIDE SOUND ATTENUATION INSULATION 5/8" GYP. BD. (TYPE X) ON BOTH SIDES OF MTL. STUD BASE AND FLOOR FINISHES. (SEE FINISH PLAN AND SCHEDULE.) (E) FLOO NOTE: ASSEMB liilllllllll PER U.L. NO. U465 = WALL TYPE AS SHOWN ON PARTITION LEGEND NOTE: ARCHITECT TO VERIFY LIMITING HEIGH INTERIOR METAL STUD PARTITIONS =HR. RATED DEMISING WALL VARIES, SEE ELEVATIONS B.D. (E) STRUCTURE NON -SALES 5/8" GYP. BD. BOTH SIDES METAL STUDS AT 16" O.G. REFER TO PARTITION LEGEND AND CONSTRUCTION PLAN FOR STUD SIZE AND WALL LOCATION BASE AND FLOOR FINISHES, (SEE FINISH PLAN AND SCHEDULE) (E) FLOOR SLAB DIAGONAL BRACE AT 46" O.C. SEE A/501.2 FOR SIZE NOTE: DIAGONAL BRACING 15 NOT REQ'D IF WALL DOES NOT SUPPORT SHELVING, AND IF VERT STUDS ARE SIZED PER DETAIL K/Al2.1 FINISH CEILING (NI-IERE OCCURS) SALES CONT. MTL TRACK. (MATCH VERT STUD THICKNESS) SECURE TO SLAB W/ MIN 0.145" DIA POWDER DRIVEN FASTENERS AT 16" D.C. AND 2" FROM EACH END 1- 1/2 " =1' -0" F (SEE NOTE 6) NOTES: 1. TABLE IS VALID FOR ALL SEISMIC ZONES. 2. DESIGN BASED ON ALLOWABLE DEFLECTION OF L/240. 3. DESIGN BASED ON Fy = 33 KSI. 4. PROVIDE HORIZONTAL BRIDGING @ 4-O" O.C. MAX PER MANUFACTURER'S RECOMMENDATIONS. 5. DESIGN BASED ON 5 PSF LATERAL LOAD. 6. MAXIMUM HEIGHT TO BE REDUCED BY 2' -0" FOR WALLS N/ (3) LAYERS OF GYPSUM BOARD. MTL. STUD FRAMING / NAT CHANNELS. INSTALL AS TIGHT AS POSSIBLE FOR MINIMUM OVERALL COLUMN DIMENSION. (E) COLUMN TO REMAIN. MAINTAIN EXISTING RATING (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 AUT1- IORITIES. REFER TO CONSTRUCTION PLAN r J NOTE: FRAME MUST BE SET TO FIT TIGHT TO TOP OF FINISHED FLOOR - ALLOW NO OPEN GAPS. CONT. MTL TRACK (MATCH VERT STUD THICKNESS) W/ (1) #12 SCREW IN EACH FLANGE OF EACH STUD. SPLICE TRACK LENGTHS AT STUD LOCATIONS, TYP. SEE DETAIL M /Al2.1 FINISHED CEILING (WHERE OCCURS) 5/8" GYP. BD. BOTH SIDES, OR ONE SIDE ONLY WHERE OCCURS AT PERIMETER DEMISING NALL METAL STUDS @ 16" D.G. REFER TO PARTITION LEGEND AND CONSTRUCTION PLAN FOR. STUD SIZE AND WALL LOCATION FLOOR FINISHES. (SEE FINI PLAN AND SCHEDULE) (E) FLOOR SLAB = WALL TYPE AS SHOWN ON LEGEND 45 MAX DIAGONAL BRACE AT 48" O.G. SEE A/501.2 FOR SIZE PROVIDE STANDARD BRIDGING AT 4 -0" O.G. MAX UNLESS FULL 14 EIGI -1T SHEATHING IS ATTACHED TO BOTH FACES OF WALL. (CONNECT BRIDGING TO STUDS BY WELDS OR SCREWS PER STUD MANUFACTURER'S RECOMMENDATIONS). CONT. MTL TRACK. (MATCH VERT STUD THICKNESS) SECURE TO SLAB W/ MIN 0.145" DIA PONDER DRIVEN FASTENERS AT 16" O.C. AND 2" FROM EACH END 1 1/2 ":1' -0" D VARIES, SEE ELEVATIONS B.D. (E) DECK CONTINUOUS FIRE RETARDANT SEALANT AT TOP AND BOTTOM OF PARTITION, BOTH SIDES METAL STUDS AT 16" O.C. (20 GA MIN) REFER TO PARTITION LEGEND, CONSTRUCTION PLAN AND STUD SIZE MATRIX DETAIL K /Al2.1 FOR STUD SIZE AND WALL LOCATION 5/8" TYPE 'X' GYP. BD. BOTH SIDES (E) FLOOR SLAB NOTE: ASSEMBLY PER U.L. NO. U419 CONT. MTL TRACK. (MATCI -4 VERT STUD TI- IICKNESS) SECURE TO SLAB W/ MIN 0.145" DIA POWDER DRIVEN FASTENERS AT 16" O.C. AND 2" FROM EACH END I I I BASE AND FLOOR FINISHES. (SEE FINISH PLAN AND SCHEDULE.) 1 ■ ■ • = WALL TYPE AS SHOWN ON PARTITION LEGEND 1 -HOUR RATED PARTITION NON -RATED PARTITION (TO STRUCTURE) NON -RATED PARTITION NOTE: ARCHITECT TO VERIFY LIMITING HEIGHTS FOR INTERIOR METAL STUD PARTITIONS 1 1/2" = 1' -O" C NOTE: ARCHITECT TO VERIFY LIMITING HEIGHTS FOR INTERIOR METAL STUD PARTITIONS 1 1/2 " =1' -0" 42SAl21BOCNST VARIES, SEE ELEVATIONS B.O. (E) STRUCTURE 5/6" GYP. BD. BOTH SIDES METAL STUDS AT 16" O.C. REFER TO PARTITION LEGEND, CONSTRUCTION PLAN AND STUD SIZE MATRIX DETAIL K /Al2.1 FOR STUD SIZE AND NALL LOCATION BASE AND FLOOR FINISHES. (SEE FINISH PLAN AND SCHEDULE) (E) FLOOR SLAB CONT. MTL TRACK. (MATCH VERTICAL STUD THICKNESS) SECURE TO SLAB WITH MIN 0.145" DIA POWDER DRIVEN FASTENERS AT 16" D.G. AND 2" FROM EACH END I PROVIDE STANDARD BRIDGING AT 4' -O" O.C. MAX UNLESS FULL HEIGT SHEATHING 15 ATTACHED TO BOTH FACES OF WALL. (CONNECT BRIDGING TO STUDS BY WELDS OR SCREWS PER STUD MANUFACTURER'S RECOMMENDATIONS). NOTE: ARCHITECT TO VERIFY LIMITING HEIGHTS FOR INTERIOR METAL STUD PARTITIONS 1 1/2 " =1' -0" B A 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 L) 0 0 DENNIS MICHAEL HEATH STATE OF WASHINGTON w (mo � � � L .J L. � a� o'a u a0WQ?o z Z F F W p 0 O O W W z 7 Ei w a a O a 0 J re ujjl, i0� CC a x W {,J 0 W ~r 1- a= x a .w wn r<z - ce a p J O W r 2 La 7 a jn O N a 0 �� a -OWs w �=r jj VIZ Z a_I - a i - Vj - 0 a a 0 • i.i -w/OF? 7 Z Z azn0 Z w¢ VI a z 0 a d o 0 a Z 2 w W a z 4j a a 0 a z a ww 0 P p a -w�m m 0 a - mw, mm00 VI z 0 V C) =OZ Z= _. arc0< a4 :_. 0 r 0 x m REQUIRED BY: DATE ISSUED: DESIGNED BY DRAWN BY: CHECKED BY: ili 4 V7 ,010 O, i�za } Q - I =az a W WWOz ;? a= wz opOr3ce a y' -a W Z - d ~ 7 a0w L. w 0� 1 -w w Z aWO z 'nz=oa V a O 0 i U N J UZ��0O aa�= ;: m a (nz: 00w 0 - w N H : 3W ara ti- zzw W - If:' - O w a W c' t=W Jag = W a d J w F CC W 1-- z W co 0 as = a D Z O � W Z 2 Wi 2 � LL H CO tr LU T �c N H REVISIONS: PARTITION DETAILS DRAWING NUMBER: 5 RFCSNED 0 W '- E z � w UM _ w}.- J m 0 ! � - jj J a c l- a I w : 21E7 ,xwra a I o °,m1 z aj0 �:r 4 } } ' m z <Q°w- z O�U2� ZN a �w0`iw[N7 r� (n 2 0 a 0 0 2 2 0t>:waww � �= -a�Y=1 -da a= a 9 m U a a 4 O O w 5 wul OH rt r= , - a V 0 z I U VI W 17 0 7 J W 0 - Z - 0 V7F 0 0 00 _ c90I_ J x z 1 O Zac] a ra0W 3 a ¢ 3 N O S Z S ~ w Z C9 D L7W w 000 r VI r r x J Vl ! 000w 0 0 a� 0 0 C9TV OFTUKW1L.L r L N N CO kr) 0_ D I 1- „ o W1=0 0 Q Y W • Z 14.1 0- as DATE SALES 5/6" GYP. BD. OVER 3 5/8" METAL STUDS 3/4" X 3" WOOD TR SIDES (PAINT GR PROVIDED * INS SECTION 3 ":1' -0" 5/8" GYP. BD. OVER MTL. STU FRAMING PLAN 3 "_1' -0" 1/4" QUIRK Ate$ 3/4" X 3" WOOD TRIM (PAINT GRADE POPLAR) - PROVIDED * INSTALLED SY G.G. MITER AT CORNERS 3 1/4" MIN VARIES RIM AT VESTIBULE OPENING (SIM.) VESTIBULE 5/8" GYP- BD. OVER 3 5/8" METAL STUDS (E) CONCRETE SLAB NO. 10 X 1 -1/2" FHW (FACTORY PROVI DOOR JAMB /HEAD DETAIL 3 " =1' -0" 42DAl22MOTRIM HOLLOW METAL FRAME HOLLOW METAL DOOR - SEE 'DOOR SCHEDULE' ON A00.2 PAINTED MTL. FRAME FRAME FASTENER AS NEEDED EXPOSED TO SALES 3"=1'-0" HOLLOW METAL DOOR AND FRAME - SEE 'DOOR SCHEDULE' SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED NON -SALES 1/2" MIN AT FIRE RATED PARTITION FRAME FASTENER 1/4" 1 11 3 1/2" 1/2" MIN AT FIRE RATED PARTITION (2) 3 5/6" METAL STUDS FASTENED TOGETHER - SECURE TO FLOOR SLAB AND HEADER PROVIDE RUNNER TRACK AT HEAD 5/6" GYP. SD. 1 X 4 PAINTED HARDWOOD TRIM - SET IN MASTIC, FASTEN WITH FINISH NAILS (SET NAILS) (2) 3 5/8" X 20 GA. METAL STUDS. FASTEN TOGETHER, SECURE TO FLOOR SLAB $ I- IEADER. NOTE: PROVIDE RUNNER TRACK AT HEAD — 5/8" GYP. BD. EACH SIDE OF 3 5/8" METAL STUD FRAMING. PROVIDE TYPE "X" AT RATED PARTITION . FRAME MUST BE SET TO FIT TIGHT TO TOP OF FINISHED FLOOR - ALLOW NO OPEN GAPS. SERVICE DOOR - REFER TO DOOR SCHEDULE. PROVIDE WEATHER STOP /DOOR SWEEP INTERIOR VINYL FLOORING 2 1 I MAX J — 1 MALL SERVICE CORRIDOR EXISTING CONDITION 2 MAX I1 NOTE: G.C. TO PROVIDE A.D.A APPROVED ALUMINUM THRESHOLD. SEAL, CAULK, FLASH AND INSTALL PER MANUFACTURERS INSTRUCTIONS. 3 " =1' -0" 42DAl22LOJAMB OVIDE A.D.A. T MARBLE THRESHOLD ET ROOM DOOR. SEAL, , FLASH AND INSTALL PER UFACTURE INSTRUCTION. 2 MAX 1 ISHES" 1 ENTRY TO DOOR PROVIDE NEAT STOP /DOOR SINE WALK -OFF MAT NOTE: G.G. TO PROVIDE A.D APPROVED EXTERIOR ALU THRESHOLD AT ALL EXT DOOR LOCATIONS. SEA FLASH AND INSTALL MANUFACTURERS I FULL 42DAl22KOTRNS L`1 11 SERVICE REFE PRO S EXISTING CONCRETE PHILLIPS D) ZIN NOTE: APPROV TNRESHOL EQUAL) AT LOCATIONS. FLASH AND INS MANUFACTURERS r DE WEATI -IER STOP /DOOR EP (EXTERIOR DOOR CATIONS ) ALIGN TOP OF BOTH FLOORING MATERIALS WITH TOP OF ZING DIVIDER STRIP GROUT / JOINT 1/— ANGLE OR, WHERE OCCURS 0 DOOR 5C1- IEDULE. THIN SET BED (1/6" MAX.) .C. TO PROVIDE A.D.A. EXTERIOR ALUMINUM (PEMKO #252A OR TERIOR DOOR AL, CAULK, LL PER STRUCTIONS • • TILE FLOORING NOTE: REVIEW SPECIFICATIONS DIVISION IX " FOR FLOOR FINISH INSTALLATION. ILE TO CONCRETE ZING ANGLE TYPE MONOLITI -IIC DIVIDING STRIP NOTE: ALIGN TOP OF BOTH FLOORING MATERIALS W/ TOP OF ZINC DIVIDER STRIP VINYL FLOORING FEATHER FILLER TO EXIST. FLOOR SLAB - SLOPE TO BE 1/4" IN 1' -0" MAX. WOOD FLOORING G.C. TO ADJUST SETTING BED TO ACHIEVE FLUSH TRANSITION BUTT BOTH FLOOR FINISHES TIGHT TO ZINC STRIP - DO NOT CAULK JOINT NOTES REVIEW SPECIFICATIONS DIVISION IX "FINISHES" FOR FLOOR FINISH INSTALLATION. ZINC ANGLE NO E: ALIGN TOP OF FL MATERIAL W/ TOP DIVIDER STRIP FLASH DOWN EXIST. FLOG - SLOPE T 1/16" IN 1' YPE MONOLITHIC Lit2S OR I NG CIO Z C WALK -OFF M ?) MIML SLAB BE 0" MAX ,I. IP GROUT JOINT TILE FLOORING IN SET BED (1/6" MAX.) ILE TO WALK -OFF MAT FULL 42DAl22COTRNS ALIGN TOP OF BOTH FLOORING MATERIALS WITH TOP OF ZINC DIVIDER STRIP (E) CONCRETE SLAB WOOD FLOORING WOOD FLOORING APPLIED TO CONC. W/ MASTIC CERAMIC TILE OR PAVER FLOORING ,r. ' -1 —THIN SET BED (1/8" MAX.) ZINC ANGLE BUTT BOTH FLOOR FINISHES TIGHT TO ZINC STRIP - NO GROUT JOINT IDE UD TYPE ARTITION. /S" NON -SALES 5/8" GYP. BD. EACH SIDE OF 3 5 /5" METAL STUD FRAMING. ROV I DE TYPE "X" AT TED PARTITION. Y AREA OOR OOTH WOOD "X20GA. AL STUDS. WOOD CASING ON NON -SALES SIDE '25 ALIGN TOP OF BOTH FLOORING MATERIAL TO MAINTAIN A FLUSH TRANSITION GROUT JOINT CERAMIC TILE OR PAVER FLOORING TH IN SET BED (1 /8" MAX.) MALL FLOORING (E) CONCRETE SLAB _... a CO MP L • r ^F, `Vns a A a CERAMIC TILE TO MALL FLOORING NOTE: REVIEW SPECIFICATIONS DIVISION IX " FOR FLOOR FINISH INSTALLATION. Y ce) c\I Q 0 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 REQUIRED BY: DENNIS MIME! HEATH STATE OF WASHINGTON DATE ISSUED: DESIGNED BY DRAWN BY: CHECKED BY: ; ;;: ( 1 m J z 0w�i'i p W 1/] U U N 4 J' N 0 N 0 �'-w�pw o x ? z p � Ol y¢ r w 1'`I�Z 0 a s W z - !tio❑r a y ��a W Z p r sa w L� I Z s o w 0 ~ w Z a wc o! �� Owl Z j F O J ❑ a 3C ' ' 0 z0 0 ::: 0 z - ❑ W r )_ 3 �-U} z z J W , m .. Q z 6 a _J p = J 0 m 000 0 - WN I-a Z pwz JOa 0 W Z ® W a0 0 I 0 Q7 CO J Q Z O 0 CI) ne elA W i g 1 IC E LLI r E cei � REVISIONS: CITY OF I•( IMP LA 04/25/08 SWg CJ MJ FLOOR, BASE AND TRIM DETAILS DRAWING NUMBE R: r - ,J) 0 2 w Z r 0 z ❑0w 0 m h or az � w J w v a ara 0 Nt3=z1-aW W U a 0 1c 0 w26 20Y01 z: ¢z rna0Q 0 = ti M M.< i } ! m ao za 0 !I T 0 01200) p N W h J z z w - W W r° iz 0 Q F °p >wO0 0 O aW wW Of N N Y 1o rr) 0- o � U) N W 0 0 0 1- 0 w� H 0_ W Z a- S? cj o ccn ©J DATE • L VINYL TO SERVICE DOOR - THRESHOLD rXTERIOR THRESHOLD FULL 42DAl22JOTRNS NOTE: REVIEW SPECIFICATIONS DIVISION IX "FINISHES" FOR FLOOR FINISH INSTALLATION. WOOD TO VINYL FULL 42DAl22FOTRNS SHIM AS REQ'D 2X WOOD BLOCKING co r N JAMB 3 " =1 -0 FLUORESCENT FIXTURE WITH GAGE - REFER TO LIGHTING PLAN CLOSET HEAD 3 ":1' -0" 1 1 /2" WOOD CASING ON NON -SALES SIDE HARDWOOD DOOR STOP 5055 HINGES - REFER TO HARDWARE SCHEDULE SALES / / PAINT PT -1 1 1/2" X 4 7/8 MILLED HARDWOOD JAMB 7' -0" X 1 k4" SOLID -CORE WOOD DOOR HARDWOOD DOOR STOP 5/8" GYP. BD. EACH SIDE OF 3 5/5" METAL STUD FRAMING. PROVIDE TYPE "X" AT RATED PARTITION . (,c / / 4 7/8" \\ CLOSET NESTED METAL STUDS - SEE STRUCTURAL DRAWINGS 5/8" GYP. BD. EACH SIDE OF 3 5/6" METAL STUD FRAMING. PROVIDE TYPE "X" AT RATED PARTITION. SALES HARDWOOD DOOR FRAME 7' -0" X 1 3/4" SOLID -CORE WOOD DOOR PT -1 TAPE * MUD SMOOTH (TYP. WHERE WOOD OCCURS) 3 5/8" X 20 GA. METAL STUDS. N WOOD CASING ON NON -SALES SIDE ALIGN TOP OF 80TI -I FLOORING MATERIALS WITH TOP OF ZINC DIVIDER STRIP (E) CONCRETE SLAB G.C. TO COMM- I AT T CAU M MARBLE TH VINYL FLOORING SOOLD VINYL FLOORING C. TO ADJUST SETTI TO ACHIEVE FLUSH TRA BUTT BOTH FLOOR FINISHES TIGHT TO ZINC STRIP - NO GROUT JOINT INSTALL WATERPROOF MEMBRANE OVER FLOOR SLAB AS REQUIRED G BED ITION NOTE: REVIEW SPECIFICATIONS DIVISION IX FOR FLOOR FINISH INSTALLATION. ARBLE TRESHOLD TERIOR OR - REFER CHEDU LE. EXTERIOR PRESSU WOOD TERPROOF EMBRANE, SHOWN DASHED EXTERIOR GRADE CAULK - TREATED UB -SILL EXISTING SIDEWALK UM I OR CAULK, NOTE: REVIEW SPECIFICATIONS DIVISION IX " FOR FLOOR FINISH INSTALLATION. SHIM A 2X WOOD NON -SALE 4 7/8" MILLED OOD JAMB REQ'D OCK I NG HOLLOW CORE DOOR 7' -0" X 1 k{" SOLID - WOOD DOOR DISPLAY TAPE et MUD (TYP. WHER OCCURS) 3/4" SOLI D -CORE DOOR HARDWOOD FRAME HOLLOW GORE DOO rLIND DOOR JAMB /HEAD (NON- SALES) FULL FULL 42DAl22GOTRNS H BLIND DOOR JAMB /HEAD (CLOSET) 3 " =1' -0" 42D122E1CLST 3 " :1' -0" E MARBLE /TILE TO WOOD NOTE: REVIEW SPECIFICATIONS DIVISION IX "FINISHES" FOR FLOOR FINISH INSTALLATION. FULL 42DAl22BOTRNS NOTE: REVIEW SPECIFICATIONS DIVISION IX "FINISHES" FOR FLOOR FINISH INSTALLATION. FULL 42DAl22AOTRNS B A EXISTING STRUCTURAL JOIST OR BEAM SECURE TUBING UNISTRUTS USING U FITTING P1726 W/ (2) DIA. NUT AND BOLTS (2)UNISTRUT CHANNEL P1000 DIAGONAL BRACES — ONE IN EACH DIRECTION, LOCATED AT MID —POINT OF SPAN. SECURE TO STRUCTURE ABOVE UNISTRUT TELESTRUT TUBING P (MAXIMUM SPAN OF 12' — i F SPAN WILL EXCEED 12', THEN CONTACT OWNER'S P.M DIRECTION) DOUBLE STRUT 4" UNISTRUT P2867A DOUBL SAM UNIST P9200 USING (2 WITH DOUG 12 -3" A.F.F. CEILING 1^ HIG 11' -3" A.F.F. (CEI LONER TI-1AN 10'-6 SUSPENDED CEILING. REFER TO DETAILS AFB /Al2.3 G.C. TO INSTALL WHITE GROMMET AT CEILING PENETRATION ONITOR SUPPORT AT CEILING T TELESTRUT TUBING CURED TO POST BASE 1/4 " -20 THRU BOLTS NUTS 10' -toll R) NG SECURE SUPPORT POLE MOU BRACKET TO UNISTRUT PO BASE (Pc1000/PG011) USIN DIA. NUT AND BOLTS. MAY NEED TO BE RED PLATE TO ALIGN WI HOLES. NV NOTE: G.C. TO DRI HOLE IN CE POST BA ELECTR B.O. MONITOR ONITOR SUPPORT AT CEILING EAM CLAMP P2868A FOR CONNECTION TO SUPPORT SECURE DIAGONAL RACE TO TUBE USING (STRUT FITTING P7324 4" -20 BOLTS AND NUTS FOR ACT & MTL. 'L' ANGLE FASTEN PRIMARY CARRY CHANNEL TO CROSS CARRY CHANNEL, CONT. AROUND OPENING. FASTEN WITH SHEET MTL. SCREWS ACCESS PANEL FRAME — ACCESS PANEL SELF TAPPING SCREWS TAPE JOINT, TYP. NOTE: FLUSH ACCESS PANEL, SEE CEILING PLAN FOR SIZE AND LOCATION. PERFORMANCE REQUIREMENTS: THE MAIN RUNNERS * CROSS RUNNERS OF THE CEILING SYSTEM AND THEIR SPLICES, INTERSECTION CONNECTORS AND EXPANSION DEVICES SHALL BE DESIGNED AND CONSTRUCTED TO CARRY A MEAN ULTIMATE TEST LOAD OF NOT LESS THAN 180 POUNDS (801 N) OR TWICE THE ACTUAL LOAD, WIICI -(EVER IS GREATER, IN TENSION WITH 5— DEGREE MISALIGNMENT OF TI-IE MEMBERS IN ANY DIRECTION * IN COMPRESSION. IN LIEU OF 5— DEGREE MISALIGNMENT, THE LOAD MAY BE APPLIED WITH A 1 —INCH (25.4MM) ECCENTRICITY ON A SAMPLE NOT MORE THAN 24 INCHES (610 MM) LONG ON EACH SIDE OF THE SPLICE. THE CONNECTIONS AT SPLICES AND INTERSECTIONS SHALL ALL BE OF THE MECHANICAL INTERLOCKING TYPE. HANGER WIRE TOP CLIP COMPRESSION P SUSPENDED CEILING DETAIL SPRING CLIP ATTACHMEN HOLES 45° MAX NOTE: L/R = RATIO NOT TO EXCEED 200 1/2" EMT — RUN TIGHT TO STRUCTURE ABOVE (4' -0" MAX. FOR 1/2" cP) SECURE SUPPORT WIRES TO EXISTING STRUCTURE OR STUD INFILL 8 GA. VERTICAL HANGER WIRE @ 48" O.C. ALONG FRAMING 3/4" EMT — BUTT TIGHT TO 1 5/811 METAL JOIST FRAMING DRILL 5/32" HOLE FOR I /8" BOLT AND LOCKNUT AFTER CEILING SYSTEM IS LEVELED NOTE: STRUT * BRACING WIRE NO MORE THAN 2" FROM CROSS TEE INTERSECTION. 12 GA. HANGER WIRE NOT REQ'D INSIDE STRUT �- I CBO #2244 OR E AL TOP CLIP (MECHANICALLY FASTENED) SPRING CLIP BULB CLIP (MECHAN ICALLY FASTENED) SUSPENDED CEILING 1 5/5" x 16 GA. MTL. JOIST FRAMING @ 48" O.G. (4) -12 GA. SPLAY WIRES — SPLAYED q0° FROM EACH OTI -IER AND 45° (MAX.) FROM CEILING PLANE @ 12' -0" O.C. EA. WAY * WITHIN 4' -0" OF EA. NALL 7/8" X 20 GA. MIN. CHANNEL FURRING @ 16" O.C. SECURE TO 1 5/8" METAL JOIST FRAMING WITH MINIMUM 8 GA. WIRE DETAIL 3 5/8" 20 GA. METAL WIDE FLANGE STUD SPANNING CEILING FRAMING — SECURE @ EACH END W/ (2) #10 TEKS SCREWS SECURE J —SOX TO METAL STUD USING 1/4" DIA. BOLT AND DOUBLE NUTS q GA. CEILING HANGER WIRE AT 4' -0" 0.G. (MAX) — SECURE TO STRUCTURE SUSPENDED GYPSUM BOARD CEI METAL "J' BOX SUSPENDED FIXTURE (20 LBS. OR LESS) — PENDANT LIGHT SHOWN 7'_6" A.F.F. B.O. PENDANT LIGHTS REFER TO SPECIFICATIONS FOR PRODUCT INFORMATION, CONTACT & INSTALLATION REQUIREMENTS. REFER TO SPECIFICATION PRODUCT INFORMATION, CO INSTALLATION REQUIREMENTS. 42DAl23MOMONI 3/4" DIA. ER OF FOR AL FEED REFER TO SPECIFICATION PRODUCT INFORMATION, CO INSTALLATION REQUIREMENTS. ACCESS PANEL AT GYP. BD. CEILING RECESSED DOWNLIGHT (A5) FLUORESCENT FIXTURE (NON - SALES) ESCOP I NG MONITOR ORT POLE ITOR (APPROX. 6 #) I NG (3) 1/4" LES ILLED IN BRACKET'S FOR ACT & 6" RECESSED CAN REFER TO RCP B.O. CEILING GYP. D. CEILING CEILING CUT —OUT REFER TO SPECIFICATIONS FOR PRODUCT INFORMATION, CONTACT & INSTALLATION REQUIREMENTS. LAMP HOLDER TOP OF METAL CANOPY, SHOWN DASHED. SEE STOREFRONT SECTIONS FOR CANOPY DETAILS MT -2 CEILING CUT -OUT co N (S MT -2 MTL. CLADDING W/ ADHESIVE OVER 3/4" PLYWOOD OVER MTL. STUD FRAMING REFLECTOR REFER TO RCP B .O. CANOPY COMPACT FLUORESCENT DOWNLIGHT REFER TO SPECIFICATIONS FOR PRODUCT INFORMATION, CONTACT & INSTALLATION REQUIREMENTS. VARIES, SEE ELEVATIONS S.O. (E) JOIST MECH FASTEN TO STRUCTURE PER MFR DETAIL 8 GA HANGER WIRE @46" OC MTL. 'L' ANGLE FASTEN TO NALL W/ CLIP. FASTEN CARRY CHANNEL TO MTL. ' L' ANGLE W/ #10 -1 1/2" SHEET MTL. SCREWS 1 1/2" CARRY CHANNEL AT 4' -0" O.G. PROVIDE 3" MIN. AT WALLS REFER TO RCP B.O. CEILING 5/8" GYP. BD. 7/5" METAL DRYWALL CHANNEL AT 16" O.G. @ RIGHT ANGLE TO CARRY CHANNEL ATTATCH TOGETHER W/ METAL FURRING CLIP OR TIE WIRE METAL BLOCKING 5/8" GYP. D. ON 3 5/8" METAL STUD (GA. WILL VARY —REFER TO PARTITION LEDGEND) 6 11 MAX 3" MIN 1 3 " :1' -0" 42DAl23LOMONI 6 "_ -O " AI] _KI11 K TRACK LIGHT - SURFACE MOUNTED 3 " :1' -0" 42DAl23JOACCS 3 "_1' -0" 42DAl23HODOWN 6 "_ -0 " 42D 12 J GYP. BD. CEILING SUSPENSION SYSTEM H RECESSED DOWNLIGHT (6 ") (AF) G MARKETING TRACK AT GYP. BD. CEILING N.T.S. 42DAl23FOSEIS 6 "_ -0 " 42DAl23EODOWN 3 " =1' -0" TP_ 11 , ►. F FIXTURE ATTACHMENT AT GYP. CEILING E CEILING AT PERIMETER WALL D GYP. BD. CEILING ASSEMBLY 3 " :1' -0" 42DAl23COPEND 3 " =1' -0" 42DAl23BOCNST C B M 1 0 • M 0 EXISTING STRUCTURE (METAL JOIST SHOWN) SECURE TO STRUCTURE USING ACME TYPE CONNECTOR SAFETY CHAIN (160# CAPACITY) — SECURE TO STRUCTURAL MEMBERS ABOVE AND TO LIGHT FIXTURE CEILING (WHERE OCCURS) FLUORESCENT STRIP. SURFACE MOUNTED TO CEILING OR CHAIN HUNG TO STRUCTURAL MEMBERS ABOVE REFER TO R.C.P. WITH WIRE LIGHT GUARD AS REQUIRED BY CODE REFER TO R.C.P B.O. STRUCTURE B.O. FIXTURE PATCH AND REPAIR (E) FIREPROOFING AS REQUIRED TO MATCH (E) RATING REFER TO SPECIFICATIONS FOR PRODUCT INFORMATION, CONTACT & INSTALLATION REQUIREMENTS. 8 GA. HANGER WIRE @ 48" 0.C. 1/2" CARRY CHANNEL AT 4' -0" O.G. REFER TO RCP B.O. CEILING GYP. BD. CEILING PER FINISH SCHEDULE FOR LIGHT FIXTURE LAYOUT REFER TO REFL. CEILING PLAN REFER TO SPECIFICATIONS FOR PRODUCT INFORMATION, CONTACT & INSTALLATION REQUIREMENTS. Alba • VARIES SEE PLAN EXISTING STRUCTURE (METAL JOIST SHOWN) 4 TURNS MINIMUM (TYPICAL) 4 1 GA. CEILING HANGER WIRE AT 4' -0" 0.0 (MAX). — SECURE TO STRUCTURE SECURE MARKETING RAIL TO 3 -5/6" 18 GA. METAL STUD, EACH END, USING #10, 1 -1/2" LONG TEK SCREWS AT 12" 0.C. SUSPENDED GYPSUM BOARD CEILING MAX ALLOWABLE WEIGHT = 35 LBS. PER LN. FT. OF TRACK OR 210 LBS CONCENTRATED LOAD B.O. (E) JOIST 1 -1/2" CARRYING C1- IANNEL @ 48" OC AND WITHIN 3" OF WALLS (SPACE 24" OC FOR FIRE RATED CONSTRUCTION) — PROVIDE 1" CLR @ ABUTTING WALLS AND PARTITIONS 5/8" GYP. BD. REFER TO RCP B.O. CEILING A MECHAN I CALLY FASTENED PER MFR RECOMMENDAT ION ANGLE BRACKET MTL CHANNEL CLIP OR HANGER WIRE 6 GA HANGER WIRE @ 48" OC * WITHIN 6" OF END OF CARRYING CI- •IANNEL 7/8" DRYWALL CHANNEL @ RIGHT ANGLE TO CARRY CHANNEL AND SPACED 16" O.C. SPACE FURRING WITHIN 3" OF WALLS AND PROVIDE 1" CLR @ ABUTTING WALLS AND PARTITIONS 6 " A 42D . 1 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.86.5.1611 DENNIS MICHAEL HEATH STATE of WASHINGTON w } N NU' mZ U r j a pw8 ::: 2' � 1 � ai .. Z Z : tie U O w d W M y N o, w = • c n z I_ O W W z a L Lti <tr0 d a r d L � = U . ' M W O L • z a p L W • O W F h w IX t j a Q_ EC F x J W W W F < tl1 F_- W 0 J_ c 7 a7za _ v1Nac , w� V 6 � O W � :(2: r tn Z O 117-°<1 2 F Q rF =UCQL;.I 3W pfY a Z J Q' VI p � V z � ° z ai • w O Z Z w a atz!2: a Z a W O o Q ° o i �oa— 2 - a i m A 1 _ oWZ oo - w tz= OZZ Q -_ at- �oaaJ.. 1- U a z N i:-2. J 0 w Z =mau� Ni -v,wW zwz z U - Z = Uw04COt,i d 1-c a In (+o ^ s • ww0 LL W O Lj y_az w tYr W ? aOts � - tiY Yw r Ill N o W w Sz arO zaL a N V�UlLL UZ U Z i 7 0 w aa=Wp :r N� ~mtY d I J w o m « ;z=a 1 �d W W [J?� OOUJ Z aLw.tZ Ni U w.O a c } aa? . a d gw g ¢i 3 Vl 0, -U J ¢ W W W = REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: co co 00 rn z O Z cn J H REVISIONS: RECEIVED h »r _.I UJ% MI A _ t v v r, qt-M r, r rrrVA PERMIT CENTE. DRAWING NUMBER: 1 0 F w z r O0 z ? h. O w W U ti m OtiCpZttn ~ aza ; w a it wra �N' w0 w d W � �d � a ZYpdjZT�o�zaO °_ mwzc r j� :z; Oa I : d } O 0.a a a J z p i " c U C1 O J N =w - Jy — ■ � U d W aO" 6 : 02iL tn a wp �w y S0 � O Q z Z UZw d � a '- � W Z N Z p a aro IZ U fl F O aa�?a t/1 -W = W d O a Vn;:i rww z = to }-0 O HI Z 7 V O Z� U H Q O u ZO_CLCA IN I S S 0 V W C Z S 0 C9 CI (D CD 0 W a = o La El C7 I - 7 > r? -Y to 0I 0_ EL iZ w 01- UUa?0 U N I � -- N 0 c cc tr) ac W U . a / w l= 0 ix L&1 O Z o_ 9a I co z co w 0 0 0 — w ao H 0_ z1 ca O 0 - _ c5 OFA V) DATE 04/25%08 ,WW CJ1 MJ1 CEILING AND LIGHTING DETAILS NOTE: BACKING PLATES FOR UPPER WALL HUNG CABINETS (UP TO 2 SI- IELVES) BASE CABINETS, FULL HEIGHT CABINETS, HANDRAILS, GUARDRAILS, GRAB BARS, WALL HUNG EQUIPMENT, ETC. MAXIMUM WEIGHT - 250 LBS. /FT. 1. SEE TYPICAL WALL FRAMING FOR GAUGE OF STUDS, VERIFY LENGTH, HEIGHT, 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.5. DOUBLE STUD @ S I E S OF OPENINGS 1. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED AS REQUIRED AND BE VISIBLE FROM APPROACHING PEDESTRIAN WAYS. 2. 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 MECWANISMS, PUSH -TYPE MECWANISMS, AND U- SHAPED I- INDLES ARE ACCEPTABLE DESIGNS. HARDWARE FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED NO HIGHER THAN 48" A.F.F. HAND ACTIVATED DOOR OPENING WARDWARE SHALL BE BETWEEN 30" AND 44" A.F.F. MAX. EFFORT TO OPERATE DOORS SI-IALL NOT EXCEED 5 LSF FOR INTERIOR DOORS OR 8 1/2 L135 FOR EXTERIOR DOORS. FIRE DOORS MAY BE REQUIRE A MAX EFFORT OF 17 LBS. 3. 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 TWE PLANE OF THE DOOR IN ITS CLOSED POSITION. 4. 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. 5. IF TWE DOOR HAS A CLOSER, THEN TWE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, TI-4E DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR. 6. HEIGHT OF CLOTHING HOOKS SHALL NOT BE GREATER THAN 48" FROM TWE FLOOR. 7. TWE STRUCTURAL STRENGTH OF GRAB BARS, SEATS, FASTENERS, AND MOUNTING DEVICES SI-IALL BE ABLE TO WITHSTAND 250 LSF POINT LOAD, BEARING, SHEAR, AND TORSION . 8. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. G.G. TO PROVIDE IN -WALL BLOCKING FOR ALL GRAB BAR LOCATIONS. 9. WATER CLOSET FLUSH VALVE SHALL BE LOCATED ON THE WIDE SIDE OF TOI LET (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 -1 SEE 14 . ALL REQUIRED DOORWAYS SWALL SE 3 -0" x 6' -8" (MINIMUM). 15. FLOORS TO BE SLIP - RESISTANT. 16. LAVATORIES ADJACENT TO WALL 51-1ALL BE CENTERED 1S" MIN. FROM SIDEWALL WITH RIM OF COUNTER NO HIGHER THAN 34" FROM FINISH FLOOR. SIGNAGE NOTES: LETTERS AND NUMBERS SHALL BE RAISED 1/32 ", UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE AND SWALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" HIGH, BUT NO HIGI -IER THAN 2" PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAMS. THE BORDER DIMENSION OF THE PICTOGRAM SWALL BEE 6" MIN. IN WE IGI -IT. 2. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SWALL BE INSTALLED ON TW WALL ADJACENT TO THE LATCH S IDE OF THE DOOR. WHERE THERE 1S NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SWALL BE PLACED ON THE NEAREST ADJACENT WALL. MOUNTING HEIGHT SI-IALL BE 60" A.F.F. TO TWE CENTERLINE OF THE SIGN. MOUNTING LOCATION FOR SUCH SIGNAGE SI-IALL BE SO TI-IAT A PERSON MAY APPROACH W I TH IN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITI -IIN THE SWING OF A DOOR. TOILET ROOM DOOR SYMBOL SHALL BE IN CONTRASTING COLOR. 1 UNISEX 1 1/4" THICK EQUILATERAL TRIANGLE DOOR MOUNTED SIGNAGE 1/4" TI-IICK CIRCLE CENTERLINE OF SYMBOL (TYP.) UNISEX MEN WOMEN 1 RESTROOMS I WOMEN ADD F. ON (3) FINISI -IED 48" A.F.F. SINGLE DRINKING FOUNTAIN N.T.S. ' -0 A.F.F. FOR FRP MEMBRANE R FINISH AND UP ALL) CRETE SLAB 4d- uIu■■u -I EOM m ILE FLOOR WITH RUBBER BASE 42DA131HOTILE J ADA SIGNAGE .P. * J -MOLD ES FROM OOR TO G.G. TO PROVIDE * INSTALL 1 1/4" DIA. PIPE RAILINGS: JULIUS BLUM ALUMINUM CONNECTORAIL SYSTEM PROVIDE SOLID BLOCKING FOR CONNECTION TO WALL. SEE L /A13.1 INKING AIN .S. ONLY PROVIDE RAILING IF DRINKING FOUNTAIN IS IN THE PATH OF TRAVEL ADD F.R.P. $ --I-MOLD ON (3) SIDES FROM FINISHED FLOOR TO 48" A.F.F RINKING TAIN 30" x 46" MINIM CLEAR FLOOR SP CENTERED UNDER LOW DRINKING FOUNTAIN UNIT PROVIDE DRINKING FOUNTAIN ONLY IF REQ'D. BY CODE IF THE DRINKING F 1S LOCATED IN THE PATH OF TRAVEL, A TEXTURED AREA 1' -0" AROUND T FOUNTAIN, CLEARLY IDENTIFIABLE BY THE BLIND 1S REQUIRED. BUBBLER IS T ACTIVATED BY A HANDICAP PUSH BAR ON FRONT FACE OF UNIT. RINKING FOUNTAIN NTAIN EE FINISH 12" (MIN.) / MAX,C GENERIC ELEVATION 6" X 16 GA BACKING PLATE MIN. 3 STUDS. SEE L/A13.1 1 1/2" O.D N.T.S. 17 " -1G1" TO TOP OF TOILET SEAT GRAB BAR NOTES: GRAB BAR DETAIL AT WALL DASHED LINE INDICATES TOP OF WALL WAINSCOT 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. SINK NOTES: GENERIC ELEVATION INSULATE OR COVER ALL HOT WATER AND DRAIN PIPES UNDER SINKS. NO SHARP OR ABRASIVE SURFACES ALLOWED UNDER SINKS. FLUSH HANDLE MUST BE ON "OPEN" SIDE OF WATER CLOSET 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. GENERIC ELEVATION c a: TOILET ROOM ELEVATIONS BLOCKING DETAIL - HIGH SEISMIC BACKING PLATE DETAIL ISOMETRIC AT TOILET ROOM LEDGE N.T.S. 423A131MOBACK 423A131LOBACK ' PANEL, WHERE MAINTENANCE TO RESTR STORAGE SURFACE DEPTH TO SEE DETAIL 14/A1 PAINTED FROM HE 2' REQ' D ACCESS INSTALL PLAQUE STATING LOAD CAPACITY MULTIPLE ROOM N.T.S. - FOR REF FOR REFERENCE 0 PLAN FOR TO1 DRAWINGS PRIOR T DRA CE ONLY - REFER TO CONSTRUCTION ROOM LAYOUT. REFER TO MEP PIPING OR DUCTWORK LOCATIONS ENETRATIONS. SEE STRUCTURAL GS FOR WALL AND LEDGE LOCATIONS AND MING. N.T.S. 1.) M HANDICAP CONSTRUCTION NOTES 1. SEE TYPICAL WALL FRAMING FOR GAUGE OF STUDS, VERIFY LENGTH, HEIGHT, LOCATION OF BACKING PLATE, AND NUMBER. 2. REQ' D W 1 TH ACCESSORY MANUFACTURERS. USE #I2 SELF TAPPING SHEET METAL SCREWS WHEN ATTACHING ITEMS TO BACKING PLATE. 3. WALL STUD FLANGES ARE CONTINUOUS AT BACKING PLATE. TYP. 20 GA. MIN. SCREW STUDS BACKING PLATE 6" x 18 GA. ATTACHED TO STUDS W/ (3) #8 F.W.S.D.S. DOUBLE STUD @ SIDES OF OPENINGS FRP WAINSCOT WATER PROOF (BELOW FL TO 6" ON 2' X 2' PANEL, WHERE REQ'D FOR MAINTENANCE ACCESS INSTALL PLAQUE STATING LOAD CAPACITY SINGLE ROOM N.T.S. - FOR REFERENCE ONLY GYP. BD. PARTITION UP TO STRUCTURE /DECK OR 8' HIGH, WHICHEVER I5 LEAST, TO RESTRICT STORAGE SURFACE DEPTH TO 3' -0 ". SEE DETAIL 14/Al2.1 PAINTED LINE 18" DOWN FROM CEI LING/SPRINKLER HEAD, WITH PAINTED LETTERS: "DO NOT STACK ABOVE TI-115 LINE" GYP. BD. PARTITION UP TO STRUCTURE /DECK OR 8' 0 " . E 18" DOWN LING /SPRINKLER WITH PAINTED TTERS: ''DO NOT STACK ABOVE TI-115 LINE" GYP. BD. OVER METAL STUD FRAMING. 4' -0 A.F.F. J -MOLD FOR FRP FRP WAINSCOT (MARLITE) 1 SF -1 1 6" RUBBER SASE (TOPSET) 1 B -1 1 FG -4 1/8" VINYL COMPOSITION TILE (VCT) WATER PROOF MEMBRANE (BELOW FLOOR FINISH AND UP TO 6" ON WALL) (E) CONCRETE SLAB . ,z L ij J NOTE: THESE PLANS ARE FOR FIXTURE AND GRAB BAR ILLUSTRATIONS; FOR EXACT ROOM SIZES, CONFIGURATIONS AND DOOR SWINGS - REFER TO THE 'CONSTRUCTION PLAN'. OD. s 56" (MIN.) 54" (MIN.) 42" (MIN). ® 1 12" MAX.' REFER TO 'DOOR SCHEDULE' FOR HARDWARE REQUIREMENTS. SEE F /A13.1 FOR ADA SIGNAGE REQUIREMENTS 0 WATERCLOSET ®B SINK • 24" X 24" MOP SINK WITH FAUCET SET (TO INCLUDE 42" 140SE) ALL BY G.C. 0 GENERAL CONTRACTOR TO INFORM OWNER IF LAVATORY INCREASES IN SIZE OTHER THAN WHAT 15 SHOWN TO MEET HANDICAP REQUIREMENTS. ® 1 1/2" DIA. METAL GRAB BAR - REFER TO DETAIL B- 4/A13.1. MUST COMPLY WITH LOCAL AND STATE CODES. ® 60" X 56" CLEARANCE FOR WATER CLOSET TO BE PROVIDED IN HANDICAP LAVATORIES. ® G.G. TO CAULK FRP. TO SINK $ SINK TO FLOOR WITH WHITE SILICONE CAULK. ® MOP SINK STORAGE SHELVES: GENERAL CONTRACTOR TO FURNISH AND INSTALL (5) 16" DEEP ADJUSTABLE PLYWOOD SHELVES - REFER TO DETAIL B- 1/A14.1. ® LAVATORY STORAGE SHELVES: G.G. TO FURNISH AND INSTALL (3) 14" DEEP ADJUSTABLE PLYWOOD SHELVES 14" APART WITH CLIPPED CORNERS ABOVE TOILET AND ABOVE MOP SINK SURFACE MOUNTED BLOCKING. REFER TO DETAIL 5- 1 /A14.1. REFER TO A02.1 FOR LENGTHS. ® GENERAL CONTRACTOR TO PROVIDE AND INSTALL A CLOTHING HOOK MOUNTED ON WALL AT 44" A.F.F. TO 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) WITH TOP AND BOTTOM "J" CHANNEL (SET MIRROR IN FULL BED OF MASTIC) PROVIDED AND INSTALLED BY G.G. MOUNT BOTTOM OF MIRROR AT 40" A.F.F. AND CENTER ABOVE SINK. INSTALL PER DTL. G /A14.2. ® GLASS MIRROR - 20" x 58" x 1/4" PLATE GLASS MIRROR (ALL EDGES OF MIRROR TO RECEIVE LIGHTLY CURVED EDGE WITH SMOOTHED OR POLISHED FINISH) WITH TOP AND BOTTOM "J" CHANNEL (SET MIRROR IN FULL BED OF MASTIC) PROVIDED AND INSTALLED BY G.G. CENTER AND MOUNT ON LAVATORY SIDE OF DOOR WITH TOP /MIRROR @ 70" A.F.F INSTALL PER DTL. 14/A14.2. INSTALL CLOTHING HOOK AT 72" A.F.F. TO BE ALUMINUM FINISH, NO. 500D BY BUILDERS BRASS WORKS (OR EQUAL) 10 PREFINI5HED T1ETAL CORNER GUARD..d .SUPPLIED DY OWN AND INSTALLED SY G.C. 1"I AT 0 1/2 11 TOILET PAPER HOLDER - 2 3/4 "I-I x 6 1 /8 "L CHROME (18 GAUGE STEEL) SELF LOCKING SINGLE ROLL HOLDER 4" FROM WALL 12 PAPER TOWEL HOLDER - 13 1/4"N x 3 "L x 4 3/4 "D WHITE ENAMEL OR METAL KITCHEN ROLL - TYPE HOLDER; MOUNTED 40" A.F.F. O. FRICTION -TYPE MOP HOLDERS (SINGLE AND DOUBLE STRIP) - 5 "N x 46 "L STAINLESS STEEL, SATIN FINISH, SPRING LOADED RUBBER CAMS THAT GRIP HANDLES 7/8" TO 1 1/4" IN DIA. AND HOLD MOP(S) 3 1/4" FROM WALL ('5' HOOKS INDIVIDUALLY PACKED). G.C. TO PROVIDE AND INSTALL. 14 FRICTION -TYPE 1405E HOLDER MOUNT AT 12" A.F.F. G.C. TO PROVIDE AND INSTALL. K VCT FLOOR WITH BASE NONE 42DA131JOADAS 6 "_ -0 " 42Di1.1 G, TOILET ROOM PLAN N.T.S. 42DAI31CODRNK 1/2 " :1' -0" A 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 w r vI m � OOZfn 5 O a V H U VI° r_0,00 z p C0 IX a z yA 0 Z Ce O O 0 ~ W W ❑ w 0 w Z Z zvl a 0 O W W O a w a� o o .r in7) c) 0 0 (NI H w 0- DENNIS MICHAEL HEATH 1 STATE OF WASHINGTON 1 Do 00 0) z 0 H z N J D H REVISIONS: FIECEIVED .. v. •eitirec • Ff1 14 ,r A ERNIITGE:4TEH DRAWING NUMBER: z O s N c/ h = W Cn owe O Z fAar W O� Z 0 a.00 i - aNTp -jC Z W Z a OF-�ozlna O`' - 5 LJ W Uaw C 01-0-4.1.101 m W s 4 LO w N _ =� z� -Z�a J w w0 tn U7 O �a � Z '' - 0w=ow °wzciLJa Oasxjz° azYrnzxp Z 1- w a�m a � T��a� w= � lO �Oa�U C d y F [r�= }3m4�za � • `1 ' a °r O Q4�jS = � a r z 0z y 0 Vjw�� . Z r d'r wi- 7QZ LL W �- V a 0 aj E- O I � ° ~ jw p C . �7 f A O i w w =p¢ z = O � :5:=0:: a o z ° w ww a ° a �F M p U W _ C DH N IA ¢Z ` �" 1 = W �U ZJ 6or U z 7 0 W � (/ I W C � ' z _< ,im z� °wz �zW N O- zm 3 } } -ka OO`W-- `W ; Ora U a`w -'-' c m �oama� y W v0.i w � _ a 3 ed CeIX = w ° a r q Lo W W VI O - Ow Za o - i v, Or LJ w a N0_YS J(!I =V cil OwZ p - W W 2 0 W 0 a,0 Lt o OZZff F, r 02000' Q u - Z ti a �� F- m 3vlam o c�� c��a� c 1- 9 O � W 1= o � W 0-0 �zEc z O U~'1 a in w e C REQUIRED BY: DATE DATE ISSUED: 04/25/0, DESIGNED BY: SVV DRAWN BY: C CHECKED BY: M TOILET ROOM I DETAILS 1 3630 M —' 8 3630 M 3630 M 3630 M 10' Zt518 1` 4818 F 4618 F 4818 F 10' 10' 10' 10' 0 0 O o NOTE: DETAILS SHOWN ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. REFER TO MANUF. INSTALLATION INSTRUCTIONS. 18 -7/8" 24 -7/8" 18 -7/8" 18 -7/8" 24 -7/8" 1 24 -7/5" z J 0 O 1 — w • ,-FIXED 5HELVING FLOOR ANCHOR, REFER TO RACK DRAWINGS D O 0 ao 18" SHELVING FIXED ENDS "NO" CROSSBRACING REQUIRED z 4 o_ 0 ly w w 46" LONG PEG BOARD BY OWNER INSTALL (2) PAIR CROSSBRAC I NG EACH END ON 10' 1-1IG1 -1 FIXED AND MOVABLE UNITS AND 30" WIDE FIXED UNITS (2) WHITE BOARDS BY OWNER INSTALL (1) PAIR CROSSBRACING EACI -1 END ON S' HIGH FIXED AND MOVABLE UNITS AND 30" WIDE FIXED UNITS FOOT BRAKE ASSEMBLY, REFER TO MANUF. INSTALLATION INSTRUCTIONS NOTES: 1. DIAGONAL BRACING SHALL BE ATTACHED WITH TAMPER RESISTANT SCREWS. 2. REFER TO MANUF. INSTALLATION INSTRUCTIONS FOR CROSSBRACING DETAILS, ATTACHMENT AND SPACING 30 -7/8" 30" SHELVING MOVABLE CROSSBRACING REQUIRED 0 0 NOTE: SHELVES SHOWN FOR REFERENCE ONLY. REFER TO DETAIL A/A14.1 FOR CORRECT SHELF SPACING. FIXED & MOVABLE FOLDED - RIVET RACK NOT USED N.T.S. 42DA141JOSHLV J H co m 14.7 z 0 co vr co v w cO �r 0 m 1/4 ° =1' -0° o SHELVING LEGEND (REFERENCE ONLY) 2 :10 13/16' 36 30 M 10 1848 F 3 - 0 " MIN. 10' 0 m Nst I3 3630 M 0 m -51 °7 u r-= — 3 @ 31- 13/16" EACH 1648 F cD 3630 M 8 ' 8 ' 10' PLANNING GUIDE (REFERENCE ONLY) END STOPS ANTI -TIP TRACK 2 @ 31- 13/16" EACH VARIES , 8 1836 F 10' 3630 M 1 3630 M HEIGHT OF SHELVING FOOT STOP DENOTES FIXED OR MOBILE SIZE OF SHELVING 3630 M 8' 8 I II I I - I I — 11 I I 1 I 1 1 1 STANDARDS & BRACKETS 1 MOBILE SHELVING MIN. 1 J ® THE MINIMUM DISTANCE BETWEEN SHELVING et THE DESK 15 5 -0 ". FIXED SHELVING >— m 55' -10 7/8" (BMPR TO EMPR) 5 -10 1/8" (BMPR TO MPR) MOBILE SHELVING CARRIAGE ENLARGED PLAN 1/2" = 1' -0" CODED NOTES 0 THE MAX NUMBER OF BASES PER MODULE I5 6. 7 OR MORE WILL REQUIRE 2 AISLES AND 2 SETS OF STOPS. ® THE SHELVING AISLE MUST BE AT A MIN OF 3' -0" TO MEET ADA. IDEAL I5 4' - ". ® USE THE SINGLE FACE FIXED SHELVING AGAINST WALLS WITHIN THE MOVABLE SASE SYSTEM. 0 USE (1) 18" DEEP FIXED SHELVING BETWEEN MODULES OF MOVABLE SHELVING AS REQUIRED. ATTACH TO FLOOR AT ALL (4) CORNERS PER RACK DRAWINGS ® ALLOW 6" SPACE BETWEEN TI-4E MOVABLE SYSTEM AND THE WALL, COLUMN, OR OUTERMOST OBSTRUCTION. 70 USE WALL STANDARDS AND BRACKETS AS REQUIRED FOR LAYOUT. REFER TO DETAIL B/A14.1 ® INSTALL ANTI -TIP TRACK PER MANUFACTURER'S GUIDELINES. LOCATE EDGE OF TRACK 1 1/2" FROM WALL FOR SINGLE UNITS AND CENTERED FOR DOUBLE ROW UNITS. Oq INSTALL CROSS BRACING ON ALL MOVABLE UNITS PER MANUF. INSTALLATION INSTRUCTIONS. 10 FIXED UNITS AT WALLS, REFER TO DETAIL A/A14.7 FOR ATTACHMENT TO WALL FURRING STRIPS AND RACK DRAWINGS FOR FLOOR ATTACHMENT 11 INSTALL "V" TRACK CUT TO LENGTH AS REQU IRED. SHELVING LAYOUT GUIDELINES N.T.S. I eIi1 G 9- I 4 0 4 zt- S -0" CLG r 14" SHELVES, TYP. OF 3 00 SHELVING OFFICE / TOILET RM GENERAL NOTES NO SUBSTITUTIONS WILL BE PERMITTED ON ANY OF TI-IE MATERIALS OR HARDWARE SPECIFIED IN THESE DETAILS, UNLESS OTHERWISE NOTED. ACCEPTABLE SUBSTITUTES FOR PARTICLE BOARD SHELVES ARE WHITE MELAMINE SHELVING W/ PAINTED FRONT EDGE AND 3/4" PDF WITH ROUTED BULLNOSED EDGE. ALL PARTICLE BOARD SHELVES ARE TO BE SANDED SMOOTH AND SAND ALL EDGES - SEAL WITH A MINIMUM OF TWO COATS CLEAR FINISH I 5-4 ALL SHELF MOUNTING I- IARDWARE, HANGRODS AND WALL STANDARDS ARE SUPPLIED BY OWNER - INSTALLED BY G.G. O (16" TYP. 1 SHELVES OF 5) o0 1 <1 8' -0" CLG. (WHEN LOCATED I N TOILET ROOM) 00 SHELVING SERVICE SINK AREA t, 00 (16" TYP. SHELVES OF 4) SHELVING 1 1 1 I 1 -- 1 1 O (16" TYP. SHELVES OF 5) I F A DESK 1 INSTALLED IN SHELVING AREA, DELETE BOTTOM (3) SHELVES AT THAT LOCATION. NON -SALES SHELVING AND HANGROD NOTES 0— HORIZONTAL 1 x 6 WOOD FURRING BY G.C. - FURRING IS TO BE SPACED PER DTL. K/A14.7 90 THAT THE FURRING IS CENTERED AT EAGI -I TOP (3) HOLES OF TI-4E STANDARD AND EVERY OTHER HOLE TO THE BOTTOM OF THE STANDARD. FURRING 15 TO BE WI -IITE PINE, #2 MINIMUM. KNOTS ARE TO BE NO CLOSER THAN 16" APART. ® — 16" DEEP SHELF BY G.G. 0 — 14" DEEP SHELF BY G.G. ®— PAINT 1X6 BLOCKING IN NON - PUBLIC RESTROOM AND OFFICE TO MATCH WALL 0 — SHELF BRACKETS AND HOLD -DOWN CLIPS. ® — I- IANGROD BRACKET WITH SADDLE END, HANGROD, AND END CAPS. 07 — HANGROD BRACKET DIRECTLY BELOW SHELF BRACKET - MUST BE INSTALLED PRIOR TO FASTENING MOUNTING CLIPS TO SHELVES ON BRACKETS ABOVE. ®— WALL STANDARDS - G.G. TO GUT TO LENGTH * INSTALL TO THE FURRING STRIPS, SEE DETAIL J/A14.7 N.T.S. 42DA141BOPERI 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865,1611 e°, ;vry +,�pN K a 7za z rn • aO m O - C 7. S REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: CENNIS MICHAEL HEATH 1 STATE OF WASHINGTON 1 LO 0 0 0 cc W >.,Z ® t _ 0 D J ota ca Q W ((rrl W = W <cO(n = LL � 1 O� =WW W ° LL La H z w = N z �r • O w�v( oo-Z2z � z�ai_c� O w w Z a r LJ. E 0 r �wa M co CS ( y J W =OZz f, W L O C !WC h z W ¢x ��wo °o -q ar� �Ua4+ CC ce = zo3 :I.' � re q � Ot'�n� 0a ~ La ~ W ° CC 7 O 0La 0 z a a`Z0 0 o 3 OO z 0 W w � _ U w(,7 ° 1��0-> - ° Li w < O (nz z Z w= z d ( W /1 °} 8OZ y d } 3 J W O m w¢ N d z En V Q ¢ ¢ < W= C J O Vl p .- � .- (: - LJJ w °3a��am zW�aa° °- �OmUwy .1 : ( w n ~ 0 alp- ° W W 4 C r 3 mww V1m0 2 N I- Q z W W F , - Ow w CC z °0-(L1 La W a w o F-o : I-m3( a0 co c0 z 0 1— z_ Vl J H REVISIONS: DCMAII t_ DRAWING NUMBER: FO C' I �1 OF T1 9 h'QA'ti'. A 1 z w O z LA .. H W LAJ O0 0 Imo— 0_ Z 0_ e t1 0 V)p Vl OJ DATE z 0 W N 1- O a z 1.,_ U m ° _1 1-or¢pz0 m a_ ZOw Li U Q Cc m W 2 (- W r = co z _ Loom < (n 3 re o 2 tr 0 W Zp w a (n a 0 O) 0 O O O p - I- Y_Oaf- 2 C� C - & ° C F cc O } 3maz a 4 J (.1 0 ¢ wz 0 j W 0 Z ° (n z0Coz ZD-C. z t_ w OCCW V1�ZOw I ¢moo N 0< N W O 0 U rZZI- �N W Lti 7; W 0 q �ww '" o � rn z 322 = ¢ 1-¢ 0 w CI N I O d' 7wwU -CI ° } d . T t7 r Y= O co z V1 0 o0 Iir Lott �' 0 0 cN .� DO Nr) 0 0 •1 a. 04/25/08 SW CJ( MJ STOCKROOM SHELVING DETAILS 4 G STANDARDS AND BRACKETS DETAILS r ,. NOTE: DETAILS SHOWN ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. REFER TO MANUF. INSTALLATION INSTRUCTIONS. r 0 CLG. /DEG m H -18" OR 30" 96" UNIT 96" UNIT tel (5) SHELVES @ MOBILE (4) SHELVES @FIXED STOCKROOM SHELVING KEYNOTES AND GENERAL NOTES Q PARTICLE BOARD SHELF, TYP. G.C. TO FURNISH AND INSTALL ALL SHELVES WITH SANDED SURFACES TO PREVENT SNAGGING OF CLOTHES. (DO NOT PAINT) ® (1) FLOOR ANCHOR PER RACK DRAWINGS AT EVERY "L" AND "T" POST. "T" POSTS SHOULD BE ANCHORED ON OFFSIDE LOCATIONS ONLY. REFER TO MANUF. INSTALLATION INSTRUCTIONS. ® UNITS MUST BE 18" CLEAR BELOW SPRINKLER HEADS ® DO NOT INSTALL BOTTOM SHELF. SIDE * REAR SHELF SUPPORTS TO BE INSTALLED. INSTALLATION NOTES 1. THESE DETAILS ARE FOR GENERAL INFORMATION ONLY. G.G. TO INSTALL SHELVING UNITS PER MANUFACTURES GUIDELINES. 2. G.G. TO SURVEY AND EVALUATE CONDITION AND LEVEL OF STOCKROOM FLOOR CONDITION FOR TRACK ATTACHMENT. CONSULT WITI -I MANUFACTURER FOR FLOOR TOLERANTS. 3. G.G. TO SECURE CONTINUOUS 1 X 6 WHITE PINE WOOD FURRING W/ MINIMUM KNOTS NO CLOSER THAN 16 ", TO EVERY WALL STUD TO ENSURE LATERAL STABILITY OF FULLY STOCKED WALL 51-IELVING, REFER TO DETAIL J /A14.7. 4. ASSEMBLE ALL UPRIGHT ASSEMBLIES PRIOR TO INSTALLING TRACK AND STATIONARY UNITS. 5. PLAN SEQUENCE OF EVENTS AND INSTALLATION PER MANUFACTURER'S INSTRUCTIONS TO ENSURE A FUNCTIONAL SYSTEM. ce 4 w 0 0 0 120" UNIT CLG./DEC oo 4 w 1 0 18" OR 30" N in N (6) SHELVES @ MOBILE (5) SHELVES @ FIXED ". STARTER AND ADD -ON UNITS AXONOMETRIC Q STARTER UNIT (5) "L" POST "T" POST WOOD FURRING TO ANCHOR SHELVING UNIT TO WALL, REFER TO DETAIL A /A14.7 ADD -ON MIDDLE UNIT (A) "T" POST "L" POST ADD -ON END UNIT (A) FIXED SHELVING UNIT DETAILS N.T.S. illrA llgyAM A 1_ B -RATE SAFE BOX CORPORATE SAFE SPECIALISTS MB2014 -5G1 MAIL BOX DROP 1/2" SOLID A36 STEEL DOOR, SLEDGEHAMMER AND PRY BAR RESISTANT COMBINATION DIAL AND KEY, U.L. APPROVED LOCK DIGITAL PUSH - BUTTON KEYPAD BALLBEARING HINGE SAFES ARE PRE - DRILLED FOR ANCHORING AND ARE SUPPLIED ANCHOR BOLTS FOR EASY INSTALLATION ON CONCRETE FLOORS LOCKER 0 18" co 7 q- lo SECURE TO WALL NEAR TOP AND BOTTOM AT END OF EACI -I ROW WIT1-I 1/4" TEK SCREWS @ 24" O.G. PROVIDE 1X6 BLOCKING AS REQU I RED 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. 1/4" DIAMETER THRU BOLT N/ TOGGLE (TYP. OF 2) PAN HEAD SCREWS TO SECURE STRAP 3/4" x 2" POPLAR PLYWOOD TRIM SCREWED TO 2 x 4 METAL STRAP (TYP. OF 2) 10 1 \ TUBE ELEVATION LOOSE PVC TOP CAP 48" A.F.F. LABEL EXTENT OF WOOD HOLDER PVC BOTTOM CAP GLUED IN PLACE SECTION THRU TUBE .C. MUST PROVIDE AND ATTACH A LABEL (W 171-4 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. EDGE OF DOOR f TYP. 5 A.F.F. CL OF HOOKS 5' -6" A.F.F. EQ. CL OF HOOKS 5 11 5 TYP. 1 -IOOKS 2' -1" 511 TYP. 5 TYP. SACK SIDE OF NON -SALES DOOR 5 11 TYP. STAINLESS STEEL HOOK, BOBRICK MODEL NO. 5 -682 SAFE - NS13 SAFE ANCHORING DETAILS DOOR JAMB /HEAD DETAIL 3" : 1' -0" 42DA142MOSAFE N.T.S. 42DA142LOSAFE 3 "-1' -0" M LOCKER DETAIL - NS8 L DOOR MOUNTED MIRROR LESS THAN 60 LBS. K WALL MOUNTED MIRROR LESS THAN 60 LBS. FULL 42DA142JOLOCR S " =1' -0" 42DA142HOMRDR J PLAN TUBE HOLDER N.T.S. 42DA142FOTUBE F HOOK STRIP DETAIL 3 ",1' -0" 42DA142COHOOK INSTALLATION GUIDES: 1. USING A BIT WHOSE DIAMETER EQUALS THE ANCHOR DIAMETER, DRILL HOLE TO ANY DEPTH EXCEEDING THE MINIMUM EMBEDMENT. CLEAN HOLE. 2. ASSEMBLE ANCHOR WITH NUT AND WASHER SO T1• -TAT THE TOP OF THE NUT IS FLUSI -I WITH THE TOP OF THE ANCHOR. DRIVE ANCHOR THROUGH MATERIAL TO BE FASTENED SO THAT NUT AND WASHER ARE FLUSH WITH SURFACE OF MATERIAL. 3. EXPAND ANCHOR BY TIGHTENING NUT 3 TO 5 TURNS, OR TO THE SPECIFIC TORQUE REQUIREMENT (SEE STATIC LOAD CHART) "J" CHANNEL TRIM, C.R. LAURENCE D645P OR EQUAL 1/4" CLEAR MIRROR TOP TRIM In # TOGA. DIA. X 1" LONG PHILLIPS PANCAKE HEAD SCREWS @ 18" O.G. MAX. (MIN. 2) MIRROR MASTIC (SEE NOTE THIS SHEET FOR MASTIC SPEC) HOLLOW METAL DOOR - REFER TO DOOR SCHEDULE NEOPRENE SETTING BLOCK CHANNEL TRIM, G.R. LAURENCE D636P OR EQUAL # TOGA. DIA. X 1" LONG PHILLIPS PANCAKE HEAD SCREWS @ 18" O.G. MAX. (MIN. 2) BOTTOM TRIM - ‘g"4 ,t c0 z 3 ASSEMBLY MIRROR MASTIC SPEC PALMER "MI RRO- MAST IC" ; PALMER PRODUCTS CORP. (502) 8 -3668 OR (800) 431 -6151 / FAX (502) 895 - L TT — — — — • TT I I I I I I — — — — — I� II I I I I ▪ Tr u ADD ADDITIONAL SHELVING AS LAYOUT WILL ALLOW 1 -10" TL J I I I I iiii I I I I I I I I u QUAD 4 DUPLEX RECEPTACLES FOR CCTV DUPLEX RECEPTACLE FOR MICROWAVE DUPLEX RECEPTACLE FOR REFRIGERATOR MINIMUM DEPTH OF SHELVING TO BE 18" 5 ' -611 A -F.F- B.D. SHELVING 42" A.F.F M 1GROWAVE 18" A.F.F. REFRIGERATOR 0' -0" A.F.F_ H NOT USED E MICROWAVE /REFRIGERATOR /CCTV 42DA142GOMRWL G MANAGER'S WORKSTATION DETAILS - (NS 1) 3/4 ",1' -O" 42DA142BOMICR 3/4 "=1' -0" pliffSE KtIMettl C B SERVICE CORRIDOR HOLLOW METAL DOOR AND FRAME - SEE 'DOOR SCHEDULE' SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED FRAME FASTENER 1/2" MIN AT FIRE RATED PART] T I ON STOCKROOM (2) 3 5/8" X 20 GA. METAL STUDS. FASTEN TOGETHER, SECURE TO FLOOR SLAB 4 HEADER. 5/8" GYP. BD. OVER 3 5/8" METAL STUD FRAMING. PROVIDE TYPE "X" AT RATED PARTITION. PROVIDE RUNNER TRACK AT HEAD 5/8" GYP. BD. G.G. TO INSTALL 16 GAUGE SHEET METAL WITHIN 2' -0" OF THE HANDLE SIDE OF SERVICE DOOR ON STORE SIDE ONLY. NOTE: FRAME MUST BE SET TO FIT TIGHT TO TOP OF FINISHED FLOOR - ALLOW NO OPEN GAPS. "J" CHANNEL TRIM, G.R. LAURENCE D645P OR EQUAL. # 6GA. DIA. X 1 5/6" LONG PHILLIPS PANCAKE HEAD SCREWS @ 18" O.G. MAX. (MIN. 2) IN WALL BLOCKING, SEE L /A13.1 MIRROR MASTIC (WALL TO BE PRIMED PRIOR TO INSTALLATION OF MIRROR - SEE NOTE THIS SHEET FOR MASTIC AND PRIMER SPECS) 1/4" CLEAR MIRROR IN WALL BLOCKING. SEE L /A13.1 NEOPRENE SETTING BLOCK io TOP TRIM CHANNEL TRIM, G.R. LAURENCE D636P OR EQUAL # 6GA. DIA. X 1 5/8" LONG PHILLIPS PANCAKE HEAD SCREWS @ 18" O.C. MAX. (MIN. 2) BOTTOM TRIM r !lizseJ m do r z ASSEMBLY MIRROR MASTIC SPEC PALMER " MIRRO- MASTIC"; PALMER PRODUCTS CORP. (502) 893 -3668 OR (800) 431 -(0151 / FAX (502) 6q5 -9253 GYP /PLYWOOD PAINT SPEC PALMER " MIRRO- MASTIC BOND "; PALMER PRODUCTS CORP. (502) 693 -3668 OR (800) 431 -6151 / FAX (502) 895 -9253 8X8 J -BOX WITH PULLWIRE FOR SOUND SYSTEM. SEE ELECTRICAL 4X4 -1-BOX WITH PULLWIRE FOR SOUND SYSTEM. SEE ELECTRICAL UTILITY POWER FOR SOUND SYSTEM. SEE ELECTRICAL QUAD RECEPTACLE FOR WALKIE TALKIE BATTERY CHARGER 58" A.F.F. TOP OF SHELF BAR FLAT SCREEN MONITOR DUPLEX DATA OUTLET_ SEE ELECTRICAL QUAD RECEPTACLES. SEE ELECTRICAL DUPLEX RECEPTACLES SEE ELECTRICAL SAFE WORK SURFACE SUPPORT PANEL 2'--11 3/4" ELEVATION 6'-0 1/2" 0 / / / 1 2' -11 3/4" 0 0 0 NOTE: REFER TO ELECTRICAL DRAWINGS FOR OUTLET AND POWER LOCATIONS 1X6 WOOD FURRING 36" SHELF, TYP. METAL WALL STANDARD SHOWN DASHED, TYP. OF .4 - BOLT TO FURRING STRIPS 36" FABRIC FLIPPER DOOR, TYP. OF 2 36" X 16" TACKBOARD 20" MOBILE PEDESTAL DRAWER 20" STATIONARY PEDESTAL DRAWER 0 t- N ♦ ♦ n SECTION 30" FLUORESCENT TASK LIGHT 72" X 30" WORK SURFACE KEYBOARD TRAY SAFE NOTE: MANAGER'S COUNTER, ACCESSORIES, SHELVES. HARDWARE & FILE CABINETS ARE PART OF HERMAN MILLER PACKAGE. G.C. TO ASSEMBLE & INSTALL PER MANUFACTURER'S INSTRUCTIONS. A 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 w �- Y ( W n C 0 m Z a a c ~ a1 z - - � i W m m 0 .- 0 W a U Z LJ i- w w ❑ wz O O w Z a Z1n a H 0 O W W Z i u.c i 7 a pe w wIx a x � o W �W� Vl a 41 W W W w -az F w ° 3 � a 7za v1�am °� 0 �^ � X :: ¢cc W W wx' n ar ? w 3W O�Z u, 0 ' ' Z zI z�o. ZZ Warnn.z m 1n O a zopy�° O Z Z w a a w z LJU 0 m W W m 0 U YV1l-a 2F O w Z m a- J ax0 arc�°aa.��. 1 L c) 0 0 a REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: r REVISIONS: DRAWING NUMBER: Z 0'gym y a O a Z d'm 0 Q 0 a,�z :Ua 0UJ !II! Z m V l C ULL^r I''ON 7 w r ,z �criaWa� < w ° �wvltn cn 2000 WWz Z OQw"w Uaa�r �I° � ZN�z ❑ iW e 2:::.!) (n ( � 0 o : o !:!=jEi n 1 - 0ar U' U'waa O�a1— 0 2 0 0 !?-' W z W wr 00 a? SEOEIVE ar U 1- 9Z ,Y : z ti PERMIT c,;,EN r c CV L� oc t CC M 0_ C 04/25/08 SWx CJ STOCKROOM DETAILS Z 0 0 z 0 U 0 1— O -, w o o Y W O Z a Q I z co d co Z F4 wo O O DATE MJ NOT USED • 1 4 ■ VARIES 0 0 0 0 N a 61 (6) ROWS OF I- 10R IZONTAL 1 x 6 FRT #2 WHITE PINE WOOD FURRING (W/ MINIMUM KNOTS NO CLOSER THAN 15" ), 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. SEE DETAIL J/A14.7 REFER TO Sl —IEET A14.1 TO DETERMINE IF MOUNTING DETAIL G OR K APPLIES OR I F 50T1 -1 APPLY AND FOR DESIGN LAYOUT OF BRACKETS STANDARDS AND BRACKETS SECTION 1- 1/2 " =1' -0" K Lu w 1 x 6, #2 WI -IITE PINE FURRING W/ MINIMUM KNOTS NO CLOSER THAN 1 e' APART WALL STANDARD 1 x 6 FURRING (USE FIRE - RETARDANT FURRING WHERE REQUIRED BY CODE) ELEVATION C. /L. OF STUDS (MAX. 16" O.G.) PLAN WALL STANDARDS USE (3) EQUALLY SPACED #12 x 2 -1/2" LONG STEEL SCREWS. COUNTER SINK SCREWS FLUSH W/ FURRING BUT NO LOWER THAN THE SURFACE OF THE FURRING. ALIGN SCREWS W/ WALL STUDS W/ MAX. SPACING OF 16" O.C. (DRYWALL SCREWS ARE NOT ACCEPTABLE) USE #14 FLATHEAD STEEL WOOD SCREW 2" LONG I N EA. HOLE THAT ALIGNS WITI -I A RUN OF FURRING (TYPICALLY 6 SCREWS PER STANDARD) WALL FURRING DETAIL STANDARDS AND BRACKETS SECTION 1- 1/2 " =1' -0" 423A147J0FURR J 0 0 EV al 4 � 1 (1) U) 0 O 4 # 3 _I In 4 • E I 1 VARIES 0 0 m co (7) ROWS OF HORIZONTAL 1 x 6 FRT #2 WHITE PINE WOOD FURRING (W/ 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. SEE DETAIL J /A14.7 REFER TO S1• -IEET A14.1 TO DETERMINE IF MOUNTING DETAIL G OR K APPLIES OR I F BOT1 -4 APPLY AND FOR DESIGN LAYOUT OF BRACKETS 1- 1/2 " :1' -0" WERT !WI G NOT USED A A • • • • • ANGLE ( "L ") POST WALL UNITS "T" POST ATTACH ASSEMBLIES TOGETI -IER, SEE 51-1OP DRAWINGS ANGLE ( "L ") POST "T" POST S S WALL UNITS ATTACHED TO WALL A A P / FLOOR ANCHOR (TYP. ) SEE FLOOR ANCHOR INSTALLATION GUIDELINES. ALIGN END CAP UNIT WITH ONE SIDE OF BACK -TO -BACK UNIT NALL WIT1 -1 FURRING STRIP • J` A 5 = STARTER A = ADDER NO GROSS BRACING I5 NEEDED IN THIS CONFIGURATION ALIGN 5 ANGLE ("L" ) POST, TYP. ANGLE ( " L" ) POST, TYP. SHELVING INSTALLATION - FLR SUPPORT NOT USED 1/2 " :1' -0" 423A147A0FURR F E 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 WI (3) #12 x 2 -1/2" LONG STEEL SHEET METAL SCREWS. ALIGN SCREWS WITH WALL STUDS W/ MAXIMUM SPACING OF 16" O.G. (DRYWALL SCREWS ARE NOT ACCEPTABLE) EVERY "L' OR "T" POST AT NALL SHALL BE ATTACHED TO FURRING STRIP WITH (2) #12 x 2" LONG STEEL 1-IEX 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 WI -IERE EVER FURRING WOOD IS DETERMINED TO BE SOFT. RIVET RACK - FURRING ATTACHMENT FURRING STRIPS ON CMU WALL 3 "a -0" 423A147C0FURR 3 " =1' -0" 42DA147B0FURR C 0 0 STEP 1: STEP 2: STEP 3: STEP 4: 1 " X 4" FURRING STRIP DRILL REQUIRED HOLES/ MANUFACTURE LOCATE FURRING STRIPS ON WALL MARK $ DRILL HOLES FOR 1/4" TOGGLE BOLTS SET TOGGLE BOLTS IN FURRING STRIP * THROUGH BLOCK LOCATIONS DRAW BOLTS TIGHT AFTER EXPANSION OF TOGGLE BOLTS /1 TO USE A TAPCON 100(1 /4X2 "LG), YOU MUST DRILL INTO THE WEB OF TI-4E BLOCK 2" INTO SOLID CONCRETE USING THE SPECIFIED DRILL BIT. 1/4" TOGGLE BOLT 4" LG. THIS BLOCK HAS 2 CAVITIES; BLOCKS MAY VARY B NOTE: DETAILS SHOWN ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. REFER TO MANUF. INSTALLATION INSTRUCTIONS. q6" OR 120" HIGH FIXED SHELVING UNIT G.C. TO MOUNT 1x6 F.R.T. WOOD FURRING TO EVERY WALL STUD TO SECURE SHELVING UNITS, REFER TO DETAIL C/A14.7 FOR ATTACHMENT ATTACH EVERY "L" OR "T" UPRIGI -IT POSTS THAT ARE LOCATED AGAINST A WALL TO 1x6 F.R.T. FURRING, REFER TO DETAIL C /A14.1 RIVET RACK - FIXED AT WALL 1 " -1' -0" A 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 0 0 W In - w r V7 mz V!;.`") f_ It � a 0: :� Inc ° t aa n 0_0 Z 2 w U Z W H 0 0 I- W w 0 N 0 W Z Z Z z rn a � - 0wwZa W l�aa0 0 GI .r BEMIS MtC1 REAP STATE OF WASH1NCTOE1 U J Li 2M�w a I- p w rK vl w = d W w W w } < Z .„ WpJ_VI m (n , 0 2 cc ix - O W 5 ° 0 w - (nz wx ar (n < 0 W 3 W 0 Z H J C — 1 ° C 7 a j a _ (1, o - Z a w 0 0 ▪ o ° a -i,W .: oa- 5 W Lai In CU V Owza =F a Z o 1 La M. co 0 0 m oa z a m REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: e 0 W �- Z N r ore Z L . U : -'2 ° z a i o w � � aF� V w W S�' -'W� GI La 0 : In 3 d 0 C °wzdo. z ° :c 0 I z U az rnVO w _ W V 1V Bo O a H W U 0<wy'i =� r 0x 0 °U . 2 w 0 VQ - a ▪ W d C F ° ~ 7wC�7 y o °zr0a aswa a ° ciwoc °io a a � ~ ~ V Cc O N U 170:1: 2 CLZLa I L_Z_a U Z J ( . s }° UZ � U af„(n 0.I I .pa 2 I-2. � - ?U N_Zr tn��mc !UI:a U � W :L. z r J w a m O Y J w (flZ 0 o w Ur Z W fn ~ 0 O(W] z - <c ; nwi �raa = _ _~ w� o wNr� ¢W ; a; iY cn I.- U � W ) 5 ?- 2 J V1 7 w W _ J 2 d fl 0 a waa. _JwI- oo � °wz m3 Ui- o a?o° RECEIVED !MTV np G'1��iE•1i ►sS j�e�e• w D Li o CO O_ 0 Z „ O as Y W a 0 W H z o W z CO GD F_ ab 1 a W Z_ 11±1 - W Q W = W � �� O W '-Y N REVISIONS: DA 04/25/0 S Ma STOCKROOM SHELVING DETAILS DRAWING NUMBER: U o 7 • 1 0 0 TABLE OF CONTENTS DIVISION 00: PROCUREMENT AND CONTRACTING REQUIREMENTS 007200 GENERAL CONDITIONS (A IA A201 -1 007300 SUPPLEMENTARY CONDITIONS DIVISION Ot GENERAL REQUf1EIENTS 011100 SUMMARY OF WORK 013000 ADMINISTRATIVE REQUIREMENTS 014000 QUALITY REQUIREMENTS 015000 TEMPORARY FACILITIES AND CONTROLS 016000 PRODUCT REQUIREMENTS 017000 EXECUTION AND CLOSEOUT REQUIREMENTS 017300 EXECUTION 017900 DEMONSTRATING AND TRAINING DIVISION 02: EXISTING CONDITIONS MOT USED) DIVISION 03: CONCRETE 035400 CAST UNDERLAYMENT DIVISION 04: MASONRY DIVISION 05: METALS 075900 076000 078100 078400 079200 DIVISION 08: OPENINGS 051000 051400 083100 083326 057100 065100 058300 DIVISION 09: FINISHES 092116 093000 095100 096429 DOOR HARDWARE GLASS GLAZING MIRRORS DIVISION 10: SPECIALITES 102113.13 102613 102813 105100 105626 DIVISION 00: ./ 1 VfRL MtiJr/LI ILJI�I L.J 055000 METAL FABRICATIONS 057000 DECORATIVE METALS DMSION 06: WOOD, PLASTICS AND COMPOSITES 061053 MISCELLANEOUS ROUGH CARPENTRY 062000 FINISH CARPENTRY 064000 ARCHITECTURAL WOODWORK DIVISION 07: THERMAL AND MOISTURE PROTECTION 072100 THERMAL INSULATION .JV4Y11 IV[V 1 IfVI.J11 .J 1 .J ROOF REPAIRS FLASHING AND SHEET METAL APPLIED FIREPROOFING FIRE STOPPING JOINT SEALANTS METAL DOORS AND FRAMES WOOD DOORS ACCESS DOORS AND PANELS OVERHEAD COILING GRILLES cc CAIrDAMrCC e�lr� c GYPSUM BOARD ASSEMBLIES TILING ACOUSTICAL CEILINGS WOOD STRIP AND PLANKING FLOORING RC TILE ILOORING 097216.16 RIGID SHEET VINYL WALL COVERINGS (FRP) 099000 PAINTING AND COATING METAL TOILET COMPARTMENTS CORNER GUARDS TOI LET ACCESSORIES LOCKERS MOBILE STORAGE SHELVING IV /JI.J 1iYYfVIfYIXJ DIVISION It EQUIPMENT MOT USED) DIVISION 12 FURNISHINGS (NOT USED) DIVISION 13: SPECIAL CONSTRUCTION (NOT USED) DIVISION 14: CONVEYING EQUIPMENT UIOT USED) DIVISION 15 THRU 20: RESERVED DIVISION 2t FIRE SUPPRESSION (REFER TO SPRINKLER DRAWINGS) DIVISION 22: PLUMBING (REFER TO PLUMBING DRAWINGS) DIVISION 23: HEATING, VENTLATION, AND AR CONDITIONING (REFER TO MECHANICAL DRAWINGS) DIVISION 24: RESERVED DIVISION 25: INTEGRATED AUTOMATION DIVISION 26: ELECTRICAL (REFER TO ELECTRICAL DRAWINGS) DIVISION 27: COMMUNICATIONS (REFER TO ELECTRICAL DRAWINGS) DIVISION 28: ELECTROMC SAFETY AND SECURITY DIVISION 29: RESERVED DIVISION 30 THRU 39: SITE AND INFRASTRUCTURE (NOT USED) DIVISION 40 THRU 49: PROCESS EQUPMBENT (RNUSTRIAL) (NOT USED) PROCUREMENT AND CONTRACTING REQUIREMENTS SECTION 007300 - SUPPLEMENTARY CONDITIONS r�u r• O A. CONDITIONS AND REQUIREMENTS: GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIVISION I - 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 1. C. MISCELLANEOUS DEFINITIONS. 1. APPROVED: REQUIRES WRITTEN ACTION BY OWNER'S PROJECT MANAGER 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 TO 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 01: GENERAL REQUIREMENTS SECTION 011100 - SUMMARY OF WORK A. SCOPE: PROJECT CONSISTS OF CONSTRUCTION OF THE LIMITED STORE AS INDIGATED IN CONTRACT DOCUMENTS. 1. ITEMS NOTED 'NIC' (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. I F 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. LOCATED AND PROTECT CONTROL AND REFERENCE POINTS. E. REGULATORY REQUIREMENTS: PROJECT HAS SEEN DESIGNED IN ACCORDANCE WITH APPLICABLE CODES. COMPLY WITH CODE REQUIREMENTS FOR CONSTRUCTION. INFORM ARCHITECT OF DISCREPANCIES OBSERVED OR NOTED BY OTHERS. F. 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 SPEC IFIG DATE 15 SPECIFIED. G. 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. H. SUPERINTENDENT SHALL REMAIN ON JOBSITE THROUGH STORE OPENING # COMPLETION OF PUNCH -LIST. SECTION 013000 - ADMINISTRATIVE REQUIREMENTS A. PROCEDURES: CONTRACTOR SHALL REVIEW AND APPROVED 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. 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 MANAGE. INDICATE ITEM TO BE USED WHERE DATA FOR MORE THAN ONE PRODUCT OR OPTION 15 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 INSTALLATI OF CONSTRUCTION ELEMENTS. 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 AREA; COORDINATE LOCATIONS OF FIXTURES AND OUTLETS WITH FINISHES. SECTION 014000 - 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. MANUFACTURER'S FIELD SERVICES: NHEN SPECIFIED IN RESPECTIVE SPECIFICATION SECTIONS, REQUIRE MANUFACTURER OR SUPPLIER TO HAVE QUALIFIED PERSONNEL PROVIDE ON -5ITE 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. 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. SECTION 015000 - TEMPORARY FACLITES AND CONTROLS A. 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. B. TEMPORARY POWER: PROVIDE POWER SERVICE AND LIGHTING REQUIRED FOR OPERATIONS, WITH BRANCH WIRING AND DISTRIBUTION BOXES LOCATED TO ALLOW SERVICE AND LIGHTING BY MEANS OF CONSTRUCTION -TYPE POWER CORDS. C. TEMPORARY LIGHTING: MINIMUM ILLUMINATION SHALL BE 5 FOOT - CANDLES FOR GENERAL CONSTRUCTION LIGHTING PER OSHA STANDARDS FOR CONSTRUCTION. D. TEMPORARY WATER AND SANITARY SERVICES. PROVIDE AND MAINTAIN REQUIRED DRINKING WATER AND SANITARY FACILITIES WITH ENCLOSURES. E. NOISE, DUST, AND POLLUTION CONTROL: PROVIDE MATERIALS AND EQUIPMENT NECESSARY TO COMPLY WITH LOCAL REQUIREMENTS FOR NOI5E, DUST, AND POLLUTION CONTROL. F. 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 AND APPROVED BY OWNER'S PROJECT MANAGER AND ACCEPTABLE TO APPLICABLE AUTHORITIES. G. SIGNS: SUBJECT TO APPROVAL OF OWNER'S PROJECT MANAGER. H. 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. SECTION 018000 - PRODUCT REQUNEIENTS 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. 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. 1. COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS EXCEPT WHERE 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 501 LING 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 018200 - PRODUCT OPTION A. SUBSTITUTIONS AND PRODUCT OPTIONS: PROVIDE PRODUCTS INDICATED OR APPROVED; REQUESTS FOR SUBSTITUTIONS 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. 8. SUBSTITUTIONS: CONTRACTOR SHALL INVESTIGATE PROPOSED SUBSTITUTIONS AND DETERMINE IF EQUIVALENT TO PRODUCTS SPECIFIED. SUBMITTALS SHALL INCLUDE COST OR TIME BENEFITS FOR SUBSTITUTION; FAILURE TO INDICATE COST OR TIME BENEFITS 15 JUSTIFICATION FOR REJECTION. C. 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. D. APPROVALS: OWNER'S PROJECT MANAGER SHALL BE JUDGE OF ACCEPTABILITY AND RESERVES RIGHT TO REJECT PROPOSED SUBSTITUTION BASED ON INSUFFICIENT INFORMATION; USE ONLY SUBSTITUTIONS APPROVED IN WRITING. SECTION 017000 - EXECUTION AND CLOSEOUT PROCEDURES 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. C. MANUFACTURER'S INSTRUCTIONS: WHEN WORK 15 SPECIFIED TO COMPLY WITH MANUFACTURER'S 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 VIEN, 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 COMPLETED AND SUPPLEMENT LIST WITH ITEMS CONSIDERED TO BE INCOMPLETE OR UNACCEPTABLE. I. FINAL COMPLETION: PROVIDE WRITTEN CERTIFICATION INDICATING WORK 15 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 SY 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. INCLUDE THIS IN PROJECT CLOSEOUT PACKAGE. SECTION 017300 - EXECUTION 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. B. CAREFULLY REMOVE AND STORE ITEMS INDICATED FOR REUSE IN PROJECT AND COORDINATE WITH OTHER TRADES AND MODIFICATIONS AND REINSTALLATION. G. 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. D. 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. SECTION 017900 - DEMONSTRATION AND TRAINING 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 03: CONCRETE SECTION 035400 - CAST UNDERLAYIENT A. GENERAL: PROVIDE POURED CEMENTITIOUS UNDERLAYMENT SYSTEM, NOT INTENDED AS FINISHED TRAFFIC SURFACE, INCLUDING ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. B. SUBMITTALS: FURNISH MANUFACTURER'S LITERATURE. G. INSTALLER: FIRM WITH MINIMUM 5 YEARS SUCCESSFUL EXPERIENCE REGULARLY ENGAGED IN INSTALLATION OF SPECIFIED MATERIALS, PROPERLY EQUIPPED AND ACCEPTABLE TO MANUFACTURER. D. MANUFACTURER: ARDEX, INC. /K -15; W.R..BONSAI CO. /SELF- LEVELING WEAR TOPPING. E. SYSTEM: POURABLE CEMENTITIOUS, HIGH - STRENGTH, FAST - S NON- SHRINK, SELF - LEVELING UNDERLAYMENT; MINIMUM 4000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, ASTM C349. TOLERANCE IS 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.) r • M • - • :A/ISION 04: MA NRY SECTION 0440 ' - STONE ASSEMIBI.IES A. GENERAL: PR. rE STONE FABRICATIONS FOR CLADDING AS INDI • TED ON DRAWINGS, INCLUDING ANC1-10 - MORTAR, GROUT, AND ACCESSORIES AS ''EQUIRED FOR COMPLETE, FINISHED • STALLATION. B. QUALITY CONTROL: OBSER TONE DURING FABRI . ION AND ENSURE CONSISTENCY OF APPEARANCE. 1. DEFECTS AND BLEMISHES: CO • STING - OTS, FOREIGN ELEMENTS, IRREGULAR COLOR VARIATIONS, AND IRREGUL- I 5 IN TYPICAL CHARACTERISTICS SHALL BE CONSIDERED DEFECTS AND BLEMI C. COMPOSITE STONE: AS INDICAT FROM A SINGLE MANUFACTU D. MORTAR AND GROUT TYPE 5 HYDRATE SUBSTANCES; STONE UNL ON DRAWING , . ACH TYPE OF STONE SHALL COME TO INSURE CONSIS NT COLOR. TERIALS: ASTM C150, TYPE I PO IME, AND ASTM C144 SAND, CLEAN, FR WHITE CEMENT AT COLORED MORTAR AND G OTHERWISE INDICATED. ACC ORIES: PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE SYST ND CEMENT, ASTM C207, OF HARMFUL T, COLOR TO MATCI- ABRICATION: PROVIDE STONE WITH EXPOSED SURFACES SMOOTH TRUE AND FL G. • BA CAT ION: FABRICATE AS SHOWN AND AS DETAILED ON FINAL SHOP DRAM N - I714 D SURFACES SMOOTH, TRUE, AND FLAT. URATELY TO SHAPE AND DIMENSIONS SHOWN ON FINAL 5 o - DRAWINGS; FABRICATION TOLERANCES OF THE STONE ASS* • TION (I.E. ) FOR SPECIFIED FINISHES. ZERO TO - •NCE WHERE HAIRLINE EX 1. CUT COMPLY GRANITE INSTI JOINTS ARE REQUIR N. INSTALLATION: DO NOT USE MAT OR OTHER DEFECTS THAT MIGHT BE 1. STONE APPLICATION: INSTALL MINIMUM 1/8" DIAMETER (EXTERIOR); GROUT TS. 2. EXECUTE TO D WITH PORTLAND WITH SKILLED MECHANICS AND EMPLOY SKIL r FITTERS AT SITE CESSARY FIELD GUTTING AS STONE 15 SET. TOOL JOINTS SLIGHTLY CONCAVE. WITH - 5, CRACKS, VOIDS, DISCOLORATION E OR CAUSE STAINING IN FINISHED WORK. SOFT STAINLESS STEEL WIRE ANCHORS, ENT WITH SHRINKAGE REDUCER DIVISION 05: METALS SECTION 055000 - METAL FABRICATIONS A. GENERAL: PROVIDE MISCELLANEOUS METAL SHAPES AND FABRICATIONS AS REQUIRED AND NOT INCLUDED AS PART OF OTHER SECTIONS, WITI -I 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, NONMETALLIC, PREMIXED, 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 DI.I, TYPE REQUIRED FOR MATERIALS BEING WELDED. G. PAINT: PROVIDE PRIMERS AS RECOMMENDED BY PAINT MANUFACTURERS FOR SUBSTRATES AND PAINTS SPECIFIED IN SECTION 091100 - PAINTING. 1. GALVANIZING REPAIR PAINT. HIGH ZING -DUCT CONTENT PAINT FOR R EGA LVAN I Z I NG WELDS IN GALVANIZED STEEL. H. FABRICATION: FABRICATE ITEMS WITH JOINTS NEATLY FITTED AND PROPERLY SECURED; GRIND EXPOSED WELDS CONTINUOUS, SMOOTH AND FLUSH WITH 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. 3. FINISHES: GALVANIZE AND PRIME PAINT EXTERIOR MISCELLANEOUS METAL, PRIME PAINT INTERIOR MISCELLANEOUS METAL; GALVANIZE COATING MINIMUM G110 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 CASE INTO OR EMBEDDED IN OTHER MATERIALS TO APPROPRIATE TRADES. 2. AFTER INSTALLATION, TOUCHUP FIELD WELDS AND SCRATCHED AND DAMAGED SURFACES; USE PRIMER CONSISTENT WITH SHOP COAT OR RECOMMENDED FOR GALVANIZED SURFACES, AS APPLICABLE. K. METAL FRAMING: CONFORM TO ASTM C754; COMPLETE 16 GAGE AND LIGHTER STEEL STUDS AND SUSPENSION SYSTEMS FOR GYPSUM BOARD SYSTEMS (SEE DIVISION 9 SECTION 09260). PROVIDE ACCESSORIES REQUIRED FOR COMPLETE INSTALLATION. L. METAL. BLOCKING: PRE - NOTCHED METAL BLOCKING TO SE NOTCH TITE 8Y METAL LITE INC, ANAHEIM, CA. (PH 1800- 866 -6824) SECTION 057000 - DECORATIVE METALS A. GENERAL: PROVIDE CUSTOM ORNAMENTAL METAL ITEMS AS INDICATED WITH 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: SATM 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 EXPOSE MATCH TYPE AND FINISH OF METAL BEING FASTENED. 1. CONCEALED STEEL FASTENERS: NOT- DIPPED GALVANIZED MINIMUM G90 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, DISCOLORATION, AND IMPERFECTIONS ON FINISHED UNITS ARE NOT ACCEPTABLE. 3. MAKER 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 PERFORMED SEPARATORS, OR SIMILAR METHOD TO PREVENT CORROSION. G. INSTALLATI INSTALL ORNAMENTAL METAL ITEMS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, INSTALLATION INSTRUCTIONS, AND APPROVED SHOP DRAWINGS. 1. 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. 3. REPAIR OR REPLACE ITEMS DAMAGED OR MARRED DURING CONSTRUCTION. DIVISION 06: WOOD, PLASTICS AND COMPOSITES SECTION 061053 - ROUGH CARPENTRY A. GENERAL: PROVIDE MISCELLANEOUS ROUGH CARPENTRY. 8. STANDARDS: COMPLY WITH REQUIREMENTS OF AMERICAN PLYWOOD ASSOCIATION (APA), AND APPLICABLE CODE REQUIREMENTS. C. 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. D. PLYWOOD STANDARD: COMPLY WITH P51 (ANSI A199.1). E. 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. F. 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. G. INSTALLATION: COMPLY WITH REFERENCED STANDARDS AND APPLICABLE CODE REQUIREMENTS. 1. PLYWOOD: COMPLY WITH RECOMMENDATIONS OF AMERICAN PLYWOOD ASSOCIATION (APA) FOR FABRICATION AND INSTALLATION OF PLYWOOD WORK. 2. PLACE MISCELLANEOUS ROUGH CARPENTRY TRUE TO LINES AND LEVELS. 3. CORRELATE LOCATION 50 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 062000 • FINISH CARPENTRY A. STANDARDS: CONFORM TO ARCHITECTURAL WOODWORK INSTITUTE (AWI) /QUALITY STANDARDS OR WOODWORK INSTITUTE OF CALIFORNIA (WIC) "MANUAL OF MILLWORK" STANDARDS; MINIMUM WIC /CUSTOM GRADE. B. SUBMITTALS: FURNISH PRODUCT DATA FOR MANUFACTURED ITEMS, SHOP DRAWINGS FOR CUSTOM ITEMS, SAMPLES OF EACH EXPOSED FINISH. G. CERTIFICATION: CERTIFICATION WILL NOT BE REQUIRED. D. DELIVERY, STORAGE AND HANDLING: COMPLY WITH AN! OR WIC STANDARDS AND MANUFACTURER RECOMMENDATIONS. E. 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. F. RECEIVE 4 INSTALL OWNER PROVIDED, PRIMED WOOD WALL BASE. 1. COPE ALL IN- CORNERS, MITER ALL OUTSIDE CORNERS. G. 2. BACK OUT AS REQUIRED TO PREVENT WRAPPING. DRILL WHERE NECESSARY TO PREVENT SPLITTING. 3. COUNTER SINK 4 PUTTY ALL NAIL HOLES, SAND SMOOTH. 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. H. WOOD FILLER: COLOR TO MATCH WOOD BEING FILLED. I. FABRICATION: FABRICATE FINISH CARPENTRY ITEMS IN ACCORDANCE WITH SPECIFIED QUALITY STANDARD. J. INSTALLATION: INSTALL WORK CONSISTENT WITH SPECIFIED QUALITY GRADE, PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS; SHIM AS REQUIRED, usING CONCEALED SHIMS. K. PREPARATION FOR FILED 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 - CONGEALED SURFACES; BRUSH APPLY ONLY, USING PRIMER CONSISTENT WITH FINISH COASTS SPECIFIED UNDER SECTION 011900 - PAINTS AND COATINGS. SECTION 064000 - ARCHITECTURAL WOODWORK A. GENERAL: INSTALL OWNER FURNISHED CASEWORK AND COUNTERTOPS; PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATI B. STANDARDS: CONFORM TO ARCHITECTURAL WOODWORK INSTITUTE (AN I )/QUAL I TY STANDARDS OR WOODWORK INSTITUTE OF CALIFORNIA (WIG) "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 INDICATED; 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 INSTRUCTIONS. 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. 3. ENSURE MECHANICAL AND ELECTRICAL ITEMS AFFECTING ARCHITECTURAL WOODWORK ARE PROPERLY PLACE, COMPLETE, AND HAVE BEEN INSPECTED BY OWNER'S PROJECT MANAGER PRIOR TO COMMENCEMENT OF INSTALLATION. 4. SECURE WORK TO GROUNDS, STRIPPING AND BLOCKING WITH COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING AS REQUIRED FOR A COMPLETE INSTALLATION. 5. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISHED WORK. 6. INSTALL ARCHITECTURAL WOODWORK UNDER SUPERVISION OF FACTORY- TRAINED MECHANICS. 7. ATTACH ARCHITECTURAL WOODWORK SECURELY IN PLACE WITH UNIFORM JOINTS PROVIDING FOR THERMAL AND BUILDING MOVEMENTS. 6 ACCEPTABLE TOLERANCES: A VARIATION FROM TRUE POSITION: MAXIMUM 1/16" AT ANY POSITION AND MAXIMUM I/8" IN ANY 10' -0" LENGTH. G. ADJOINING SURFACES OF SAME MATERIAL: NO VARIATION PERMITTED. DIVISION 07: THERMAL AND MOISTURE PROTECTION SECTION 072100 - THERMAL 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 15 PROVIDED WITH GYPSUM BOARD ASSEMBLIES. B. THERMAL BATT INSULATION: OWENS CORNING /FS -25, USG /THERMAFIBER F525 OR JOHNS MANY ILLE /FSK -25; FOIL FACED VAPOR RETARDED FACED, VAPOR RETARDED TOWARD INSIDE. TIICKNESS /R- VALUE: AS INDICATED ON DRAWINGS. C. ACCESSORIES: PROVIDE TAPE OR PENETRATION ANCHORS WHERE REQUIRED TO ENSURE PERMANENT INSTALLATION. D. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS. 2 5 1 1 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 H w 0_ 0 ■M.. L. Nvlcv'a ;Pi; 7z V1 C7 ❑ li h 00a0i d c vl wwz Z <oW a.Z0 Z O z W Irp h' W ° zwxn w i z La C) = O LJ < O Z 0 c W W Z N Wc o a s W � J cw a ax ctw o i no c 0 o W W IMF } a Lt VIZ z _ H h Q N - 0 .. U' w Z tn ZJ ° 0.'Vlp z w < VI d z 0 < re 0 0 J 3acaa Z I W 0 Ol0 i 1 �� O] � z O Z 0 = r N a -j... REQUIRED BY: DENNIS MICHAEL HEATH STATE OF WASHINGTON r h � W H w Q O o z ? c XL-1C p g W °c ax w z O h = Z 0 = 0 w O a h w La 0 z7z? < bJ za la ¢ 0 - 0 O wl..Itf <OZ 0 z J m 7 O 0 W Z W 0.- 0a H J W = co En co tce,), REVISIONS: CO CO a0 rn z O z t H t C ' ■ fp CA DRAWING NUMBER: z 0 W I- V7 O - 1. O W V 0 ° W W Q J .. 1- a= N z ., O az 1': Q Q W W n mss W 0 ••� Q 0 a s 0 y z 0 00_a4' o h w . mw c tnU - � wv az � O J : a Q 7 ... aa z C3 OOJ D e W= J Z w 1 - 0 O a o . W ''. h >W t, :-.' 0 CC O O 1 z OZ°- °a i-•xx 4z�r�0 aa J o N ° ° a 0 0 a 2 N V) �w O _ 0 Y W W ... z - j Q 0 N 0 I. W ii'l �7 r 0 1- 1=J11 z aCc h a h h H V l a C x�Sx0 ln w �a UCSww > V1 cn a WOII.Q Q Ox 88 c wz 0r U cl a? 0 7 cuy O t4+>' !tA PPPU11 GE-. 1 r 0 Lam. 0 (NJ . Y c0 0_ . LLJ o z cr) w .. DAT DATE ISSUED: 04/25/0. DESIGNED BY: S 3 DRAWN BY: C CHECKED BY: M SPECIFICATION a 1 SECTION 072400 - EXTERIOR INSULATION FINISH SYSTEM GENERAL 1 .1 SECTION INCLUDES 1, MATERIALS AND INSTALLATION OF EIFS. 1. _ RELATED SECTIONS 1. SECTION 07210: BUILDING INSULATION SECTION 07560: ROOF REPAIRS SECTION 07600: FLASHING AND SHEET METAL SECTION 07900: JOINT SEALERS SECTION 08410: ALUMINUM FRAMED STOREFRONTS 6. SECTION 08800: GLAZING 7. SECTION 09260: GYPSUM BOARD ASSEMBLIES 1.03 DE " GN REQUIREMENTS 1. ND LOAD: DESIGN FOR MAXIMUM ALLOWABLE SYSTEM DEFLECTING, NOR AL TO E PLANE OF THE WALL, OF L/240. DESIGN FOR WIND LOAD IN CONFOR ANCE W TH CODE REQUIREMENTS. 2. MO STURE CONTROL: PREVENT THE ACCUMULATION OF WATER BEHIND T E EIF SY TEM, EITHER BY CONDENSATION OR LEAKAGE THROUGH THE WALL CON •TRUCTION, IN THE DESIGN AND DETAILING OF THE WALL ASSEMB Y. a. PROVIDE FLASHING TO DIRECT WATER TO THE EXTERIOR WHERE IT 15 LIKELY TO PENETRATE COMPONENTS IN THE WALL ASSEMBLY, INCLUDI , ABOVE INDOW AND DOOR HEADS, BENEATH WINDOW AND DOOR SILLS AT 00F/WALL INTERSECTIONS, DECKS, ABUTMENTS OF LOWER W • LLS WITH H ER WALLS, ABOVE PROJECTING FEATURES, AND AT THE :.ASE OF THE W LL. b. VA "OR DIFFUSION AND CONDENSATION: PERFORM A DEW POI TN WALL ASSEMBLY TO DETERMINE THE POTENTIAL FOR MOI - TUBE IN THE WALL ASSEMBLY AS A RESULT OF WAT DIFF SION AND CONDENSATION. ADJUST INSULATION THICK OTHE" WALL ASSEMBLY COMPONENTS ACCORDINGLY TO M COND SAT ION . AVOID THE USE OF VAPOR RETARDERS 0 SIDE • THE WALL IN WARM, HUMID CLIMATES. 3. IMPACT REST TANCE a. PROVIDE ULTRA -HIGH IMPACT RESISTANCE TO A MINIM 'M HEIGHT OF 6' -0" (1.8 11) A =OVE FINISHED GRADE AT ALL AREAS ACCES -18LE TO PEDESTRIAN TRAFFIC ND OTHER AREAS EXPOSED TO ABNORMAL '•TRESS OR IMPACT 4. JOINTS a. DESIGN MIN UM 3/4" WIDE EXPANSION JOINTS IN T El F5 WHERE THEY EXIST IN TH SUBSTRATE OR SUPPORTING CONSTR CTION, WHERE THE EIFS ADJOINS DISSIMILAR CONSTRUCTION OR MATERIAL , AT CHANGES IN BUILDING HEIGHT, AND AT FLOOR LINES IN MULTI -LEVEL WO ' D FRAME CONSTRUCTION. S. PRODUCTS b. MINIMUM 1/2" IDE SEALANT JOINTS AT ALL PEN; RATIONS THROUGH THE EIFS (WINDOWS DOORS, ETC.). c. INSTALL BACKE ROD AND SEALANT THAT HAS ACCORDANCE WI ASTM C 1382, "TEST METH ADHESION PROPE"TIES OF SEALANTS WHEN U AND FINISH SYST 5 (EIFS) JOINTS," AND T ELONGATION AFTE CONDITIONING. 5. TRIM, PROJECTING ARCH IT CTURAL FEATURES a. ALL TRIM AND PROJE► TING ARCHITECTUR MINIMUM 1.2 C27'3 5L0" ALONG THEIR T REVEALS MUST HAVE MINIMUM 1.2 [27' SURFACE. 1.04 SUBMITTALS 1. SAMPLES FOR APPROVAL AS DIRE TED c. EMPLOY SKILLED MEC EIFS APPLICATION, A WORK. e. PROVIDE THE PRO SITE TO INSTALL SPECIFICATIONS 40 °F (• C). AN ICS 14H0 ARE ER EQUIPMENT, MANPOWE HE SYSTEM IN COMPLIANC D DETAILS AND THE PROJ 3. INSULATION BOARD M NUFACTURER REQUIREMENTS a. RECOGNIZED BY STO AS CAPABLE OF PRODUCIN MEET SYSTEM EQUIREMENTS, AND HOLD A VAL WITH STO. b. LISTED BY A1 APPROVED AGENCY. T ANALYSIS OF CUMULATION OF VAPOR E55 AND /OR IMIZE THE RISK OF THE INTERIOR BEEN EVALUATED IN FOR DETERMINING TENSILE D IN EXTERIOR INSULATION AT MEETS MINIMUM 50% d. DESIGN JOINTS WIT SECONDARY MOISTURE PROTECTION AND DRAIN JOINTS TO THE EXTERIOR. ND REVEALS L FEATURES MUST WAVE A SURFACE. ALL HORIZONTAL SLOPE ALONG THEIR BOTTOM 6. FIRE PROTECTION 0. DO NO USE FOAM PLASTC4 IN EXCESS OF 4 " THICK. WHERE A FIRE - RESISTANCE RATING 5 REQU IRE BY CODE USE EIFS OVER RATED ASSEMBLY. Y LSD$C PROJECT MANAGER. 2. PREPARE AND SUBMIT PROJECT -S' ECIF C DETAILS (WHEN REQUIRED BY CONTRACT DOCUMENTS). 1.05 QUALITY ASSURANCE 1. MANUFACTURER REQUIREMENTS a. MEMBER IN GOOD STANDING OF ' HE EIFS INDUSTRY MEMBERS ASSOCIATION (EIMA). b. SYSTEM MANUFACTURER FOR A M (MUM OF TWENTY (20) YEARS. MANUFACTURING FACILITIES I. 9002 CERTIFIED. c. MANUFACTURER'S WALL AS MBLY ISTED IN GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANU 2. CONTRACTOR REQUIREMENTS a. ENGAGED IN APPLICATION OF El F5 FO = A MINIMUM OF THREE (3) YEARS. b. KNOWLEDGEABLE IN THE PROPER USE A D HANDLING OF STO MATERIALS AND LISTED BY STO AS HA NG ATTENDED ' TO EIFS CONTINUING EDUCATION. ERIENCED AND KNOWLEDGEABLE IN FAMILIAR WITH T E REQUIREMENTS OF THE SPECIFIED d, SUCCESSFUL COMPL. ION OF MINIMUM OF T REE (3) PROJECTS OF SIMILAR SIZE AND COMPLEX( Y TO THE SPECIFIED PROJECT. AND SUPERVISION ON THE J013 WI TH STOPS PUBLISHED T PLANS AND SPECIFICATIONS. INSULATION BOARD TO LICENSING AGREEMENT c. LABEL INSU ATION BOARD WITH INFORMATION REQU ED BY STO, THE APPROVED (STING AGENCY AND THE APPLICABLE B ILDING CODE. 1.06 DELIVERY, STORAG' AND HANDLING 1. DELIVER ALL • TERIALS IN THEIR ORIGINAL SEALED CONT • INERS BEARING MANUFACTURE '5 NAME AND IDENTIFICATION OF PRODUCT. 2. PROTECT CO • INGS (AIL PRODUCTS) FROM FREEZING AND TEMPERATURES IN EXCESS OF ' ' °F STORE AWAY FROM DIRECT SUNLIGHT. 3. PROTECT P RTLAND CEMENT BASED MATERIALS (BAG PRODU 5) FROM MOISTURE AND HUMID Y. STORE UNDER COVER OFF THE GROUND IN A D LOCATION. 1.07 PROJECT /SIT: CONDITIONS 1. MAINTAIN AMBIENT AND SURFACE TEMPERATURES ABOVE 40 °F D - ING APPLICATION AND DR ING PERIOD, MINIMUM 24 WOURS AFTER APPLICATION OF IFS. 2. PROVIDr SUPPLEMENTARY NEAT FOR INSTALLATION IN TEMPERATURES LESS THAN 3. PROVI rE PROTECTION OF SURROUNDING AREAS AND ADJACENT SUR • CES FROM APPL ATION OF MATERIALS. 1.08 COORDI ATION /SCHEDULING 1. PRA IDE SITE GRADING SUCH THAT EIFS TERMINATES ABOVE FINISHED GRADE A MI IMUM OF 6" (203 MM) OR AS REQUIRED BY CODE. 2. P "OVIDE PROTECTION OF ROUGH OPENINGS BEFORE INSTALLING WINDOWS DOORS, D OTHER PENETRATIONS THROUGH THE WALL AND PROVIDE SILL FLAS ING. 3. STALL WINDOW AND DOOR HEAD FLASHING IMMEDIATELY AFTER WINDOW" AND DOORS ARE INSTALLED. INSTALL DIVERTER FLASHING WHEREVER WATER CAN ENTER THE WALL ASS =MSLY TO DIRECT WATER TO THE EXTERIOR. INSTALL COPINGS AND SEALANT IMMEDIATELY AFTER INSTALLATION OF THE SYSTEM AND WHEN EIFS COATINGS ARE DRY. ATTACH PENETRATIONS THROUGH EIFS TO STRUCTURAL SUPPORT AND PROVID WATER TIGHT SEAL AT PENETRATIONS. 1 rq WARRANTY 1. PROVIDE MANUFACTURER'S STANDARD LABOR AND MATERIAL WARRANTY. 2.01 MANUFACTURERS 1. PROVIDE EIF SYSTEM AND ACCESSORIES FROM SINGLE SOURCE MANUFACTURER APPROVED SUPPLIER. • • • • • 1 • r 4 if • • • r • • r I 2. THE FOLLOWING ARE ACCEPTABLE MANUFACTURERS: 0. STO CORP. - EIF SYSTEM b. PLASTIC COMPONENTS, INC - ACCESSORIES INDUSTRY STANDARD SYSTEM: a. INTERIOR: STOLIT CLASSIC b. EXTERIOR: STO CLASSIC NEXT 12 YEAR WARRANTY 2.02 5 RFACE PREPARATION 1. LEVELER: STO LEVELER - ONE - COMPONENT, POLYMER MODIFIED, CEMENT LEVELER WITH FIBER REINFORCEMENT IF REQUIRED IN UNEVEN RESTORATI URFACE. 2.03 ADH SIVE 1. Ck MENTITIOUS ADHESIVE a. STO 8T5 PLUS - ONE - COMPONENT, POLYMER - MODIFIED, CEMENT S • SED HIGH BU ADHESIVE. 2. NON CEMENTITIOUS ADHESIVE a. 5T0 DISPERSION VE- NON- CEMENTITIOUS, ACRYLIC BASE 2.04 INSULATION BOARD 1. NOM IN L 1.0 LB /FT3 EXPANDED POLYSTYRENE (EPS) INSULATION COMPL • NCE WITH ASTM C 578 TYPE I REQUIREMENTS, AND EIMA SPEC' FIJ ATION FOR EXPANDED POLYSTYRENE (EPS) INSULATION NEWLY ACKAGED INSULATION BOARD ONLY. 2.05 BASE GOAT 1. CEMENTIT a. STO B UIL WEIGH ONE P 2. NONCEMENTIT a. 570 RF REI NFOR 3. WATERPROOF B a. STO FLEX WATERPR 2.06 REINFORCING MESHES 1. ULTRA -HIGH IMPA a. STO MESH: N NOMINAL 15 0 ALKALINE REST 05 BASE COATS TS PLUS- ONE - COMPONENT POLYMER MODIFIED CEM BASE COAT WITH LESS THAN 33 % PORTLAND CEM AND CAPABLE OF ACHIEVING MINIMUM 1/16" (1,6 SS. DUS BASE COAT ONE COMPONENT READY MIXED NON- CEMENT IOUS, FIBER D ACRYLIC BASE COAT. SE COAT - TWO COMPONENT FIBER REINFORCED ACRYLIC BASED BASE COAT MIXED WITN PORTLAND C MENT. MESH (0' TO 6' -0 ") MINAL 4.5 OZ. /YD2 (390 G /M2), 0 ER STO ARMOR MAT - YD2 INTERWOVEN, OPEN WEAVE (LASS FIBER FABRIC WITH TANT COATING FOR COMPATIBIL Y WITH STO MATERIALS. 2. INTERMEDIATE MESH ABOVE 6' -0 ") b. STO INTERMEDIA E MESH: NOMINAL 11 OZ./YD INTERWOVEN, OPEN WEAVE GLASS FIBER FABRIC WITH ALKALINE RESIST • NT COATING FOR COMPATIBILITY WITH 570 MATER! • LS 2.07 PRIMER 1, STO PRIMER ACRYLIC BA -ED TINTED PRIMER. 2.08 FINISH COAT 1. STOLIT: .75 FREEFORM AC IL- IC BASED TEXTU;'ED WALL COATING WITH GRADED MARBLE AGGREGATE. OUST M FINISH AS INDICATED ON STOREFRONT DRAWINGS (A08 SERIES). 2.09 MIXED INGREDIENTS 1 . WATER: CLEAN AND POTABLE. 2. PORTLAND CEMENT: TYPE I IN CONFORMAN E WITH ASTM G 150. 2.10 ACCESSORIES 1. STARTER TRACK RIGID PVC (PO YVINYL CHLORIDE) PLASTIC TRACK PART N0. STDE AS FURNISHED BY PLASTI COMP ENTS, INC,, 6 1051 NW g7TH TERRACE, MIAMI, FLORIDA 33178 (1 -800 -327 7077) 2.11 MIXING 1 . STO PLEX W: ADD WATER AS DIRE∎ T: D ON LABELING. 2. STO LEVELER: MIX RATIO WITH NAT PER 60 POUND (27.3 KG) BAG OF 5 MIXING PAIL. ADD STO LEVELER, M SET FOR APPROXIMATELY 5 MINUT STO LEVELER OR WATER AND RE X RETEMPERING. KEEP MIX RATIO CPNSI AMOUNT IN MIX RATIO. 3. STO RFP: MIX WITN A CLEAN, R ST -FRE CONSISTENCY. 4. STO FLEXYL: MIX RATIO WITH ORTLAND MENT: 1:1 RATIO 8Y WEIGHT. POUR STO FLEXYL INTO A CLEAN MIXING PAIL. ADD PORTLAND CEMENT, MIX TO A UNIFORM CONSISTENCY AND ALLOW TO SET FOR APP OXIMATELY FIVE MINUTES. ADJUST MI IF NECESSARY WITH ADDITIO AL STO FLEXY AND REM IX TO A UNIFORM TROWEL CONSISTENCY. AVOID RETEM ERING. KEEP MI RATIO CONSISTENT. 5. STO PRIMER: MIX WITH A CONSISTENCY. 6. STOLIT: MIX WITH A CL CONSISTENCY. A SMALL WORKABILITY. LIMIT AD FINISH TEXTURE. FAN, RUST -FREE IGH SPEED MIXER TO A UNIFORM • RUST -FREE HIGH S MOUNT OF WATER MAY IT ION OF WATER TO AM 7. MIX ONLY AS MUCH M • TERIAL AS GAN READILY B USED. 8. DD NOT USE ANTI -F". EZE COMPOUNDS OR OTHER A C. EXECUTION 3.01 ACCEPTABLE INSTALL 5 1. PREQUALIFY UNDE QUALITY ASSURANCE REQUIREMEN • OF THIS SPECIFICATION (SECTION 1.07.8). 3.02 EXAMINATION 1. INSPECT SURFA a. CONTAMIN 01L, FUN b. SURFAC G. CRACK d. DAMA e. MOIS DET RE ABSORPTION AND CHALKINESS. : MEASURE CRACK WIDTH AND RECORD LOCATI E AND DETERIORATION. DITIVES. 4. LEVEL SURFACES TO COMPLY WITH REQUIRED TOLERANCES. ADHESIVE B ARD IN UIDELINE ARD. USE NT BASED HIGH NT CONTENT BY M) THICKNESS IN 6 -7 QUARTS (5.7 -6.6 L) OF CLEAN WATER LEVELER. POUR WATER INTO A CLEAN TO A UNIFORM CONSISTENCY AND ALLOW TO DJUST MIX IF NECESSARY WITH ADDITIONA A UNIFORM TROWEL CONSISTENCY. AVOID ENT. DO NO EXCEED MAXIMUM WATER HIGH SPEED MIXER TO A UNIFORM EED MIXER TO A UNIFORM BE ADDED TO ADJUST • NT NEEDED TO ACHIEVE THE 5 FOR: TION: ALGAE, CHALKINESS, DIRT, DUST, : FFLORESCENCE, FORM 5, GREASE, LAITANCE, MILDEW OR OTHER FOREIGN SUBSTANCES. OF CRACKS. B ASED N URE CONTENT AND MOISTURE DAMAGE: USE A MOIS URE METER TO RMINE IF THE SURFACE IS DRY ENOUGH TO RECEIVE HE EIFS AND RD ANY AREAS OF MOISTURE DAMAGE. 3.03 SURFACE PREPARATION REMOVE SURFACE CONTAMINANTS ON CONCRETE AND CONCRETE MASONRY SURFACES (REFER TO ASTM D 4258 ADN D 4261). . APPLY CONDITIONER BY SPRAYER OR ROLLER TO CHALKING OR EXCESSIVELY ABSORPTIVE SURFACES. 3. REPLACE WEATHER- DAMAGED 5HEATHING AND REPAIR DAMAGED OR CRACKED SURFACES. 0 f. CO PLIANCE WITH SPECIFICATION TOLERANCES: RECORD AR= • 5 TWAT ARE 0 OF TOLERANCE (GREATER THAN 1/4" IN 8' -0" DEVIATIO IN PLANE). 2. INSPE• SHEATHING APPLICATION FOR COMPLIANCE WITH APPLICAB ► E REQUI EVENT: a. XTER GYPSUM SHEATHING: GA -253 b. EXTERIOR GRADE AND EXPOSURE I WOOD EASED SHEATHING: A ENGINEERE WOOD ASSOCIATION E 30. c GLASS MAT FACED GYPSUM SHEATHING: GEORGIA PACIFIC PUBLIC TION 101514 CEMENT ITIOUS SHEATHING: CONSULT MANUFACTURER'S PUBLISHED RECOMMENDATIONS REPORT DEVIATIONS FROM THE REQUIREMENTS OF PROJECT SPECIFICATIO 5 OR 071-1ER CONDITIONS THAT MIGHT ADVERSELY AFFECT THE EIFS INSTALLATI •N TO THE GENERAL CONTRACTOR. D0 NOT START WORK UNTIL DEVIATIONS ARE CORRECTED. 3.04 " • LLATION 1. INST • FS IN COMPLIANCE WITH MANUFACTURER'S PUBLISH • TRUCTIDNS (SEE ADDEN 3.05 PROTECTION 1. PROVIDE PROTECTION OF INSTA OR BEHIND THEM. 2. PROVIDE CTION OF INSTALLED MATERIALS FROM D ERIALS FROM WATER INFILTRATION INTO IRT P - TAT ION, FREEZING AND CONTINUOUS HIGH HUMIDITY UNTIL a ARE FULLY RY. SECTION 075900 - ROOF REPAIRS 1, GENERAL: REPAIR EXISTING ROOFING SYSTEM AS REQUIRED FOR NEW CONSTRUCTION, WITH COMPONENTS AND ACCESSORIES AS REQUIRED FOR COMPLETE WEATHER TIGHT INSTALLATION. 2, STANDARDS: CONFORM TO NATIONAL ROOFING CONTRACTOR'S ASSOCIATION ROOFING AND WATERPROOFING MANUAL, 4T1-1 OR 5T14 EDITION. 3. 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. 4. ROOFING SYSTEM: MATCH EXISTING ROOFING, N0 SUBSTITUTIONS PERMITTED; PROVIDE MATERIALS CAPABLE OF MAINTAINING EXISTING WARRANTIES; CONFORM TO REQUIREMENTS OF NRCA ROOFING MANUAL. a. SYSTEM: PROVIDE COMPLETE SYSTEM WITH ACCESSORIES AS REQUIRED FOR REPAIRS, INCLUDING INSULATION WHERE EXISTING ROOFING 15 INSULATED. 5. ROOF SYSTEM REPAIRS: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND NRCA RECOMMENDATIONS FOR ROOF TYPE SPECIFIED. b. REMOVE EXISTING ROOFING AS REQUIRED FOR PROJECT; REMOVE ONLY AS MUCH ROOFING AS GAN BE REPLACED IN SAME DAY UNLESS OTHERWISE APPROVED IN ADVANCE BY OWNER'S PROJECT MANAGER. c. INSPECT SUBSTRATES AND ROOF DECK TO ENSURE SUBSTRATES AND DECK ARE CLEAN AND SMOOTH, FREE OF DEPRESSIONS, WAVES OR PROJECTS, AND ARE PROPERLY SLOPE TO DRAINS, VALLEY, OR EAVES. d. INSULATION APPLICATION: ATTACH INSULATION IN ACCORDANCE WITH INSULATION MANUFACTURER'S INSTRUCTIONS AND NRCA RECOMMENDATIONS FOR INSTALLATION OF INSULATION ON DECK INVOLVED. e. COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION OF COMPOSITE TYPE BASE, WALL AND FILED FLASHING. f. COORDINATE METAL FLASHING AND COUNTERF LASH I NG. g. COORDINATE INSTALLATION OF ROOF DRAINS AND RELATED FLASHING. h. MOP IN AND SEAL FLASHING AND FLANGES OF ITEMS PROJECTING THROUGH MEMBRANE. SECTION 076000 - FLASHING AND SHEET METAL A. GENERAL: PROVIDE FLASHING AND SHEET METAL, REGLETS, AND ACCESSORIES AS REQUIRED FOR ROOF REPAIRS AS REQUIRED FOR COMPLETE, WEATHER TIGHT INSTALLATION. B. STANDARDS: CONFORM TO SMACNA "ARCHITECTURAL SHEET METAL MANUAL" REQUIREMENTS FOR FLASHING AND SHEET 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: MAINTAIN 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, BUT NOT LESS THAT FOLLOWING. 1. GALVANIZED METAL FLASHING: ASTM A526 GALVANIZED STEEL WITH MINIMUM 0.02 AND WITH MINIMUM G90 GALVANIZED COATING; MINIMUM 24 GAGE. 2. PREFINISHED METAL FLASHING: 24 GAGE GALVANIZED STEEL WITH FACTORY FINISHED KYNAR 500 TYPE FLUROPOLYMER 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 FLASHING. 4. STAINLESS STEEL SHEET METAL: ASTM A666, 2D ANNEALED FINISH, SOFT TEMPER EXCEPT WHERE WARDER 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 SYSTERMS /SNAP -TITE REGLETS, FABRICATE OF SAME METAL AS ADJACENT FLASHING AND SWEET METAL. N. METAL TO METAL SEALANT: BUTYL TYPE: NON- STAINING, NON - CORROSIVE, NON- SHRINKING, NON- SAGGING, ULTRAVIOLET 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 CORNER SQUARE, SURFACES TRUE AND STRAIGHT IN PLANES, AND LINES ACCURATE TO PROFILES AS INDICATED ON DRAWINGS. 2. INSTALL SEALANT WHERE REQUIRED TO PREVEN DIRECT WEATHER PENETRATION 3. COMPLETED INSTALLATION SHALL SE FREE OF RATTLES, NOISE DUE TO THERMAL- AND AIR MOVEMENT, AND WIND WHISTLES. SECTION 078100 - APPLIED FIREPROOFING A. GENERAL: PATCH EXISTING FIREPROOFING AS REQUIRED BY APPLICABLE CODES FOR CONSTRUCTION TYPE; NO ASBESTOS PERMITTED. B. 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. 1. FIRE RESISTANCE RATINGS: COMPLY WITH REQUIRED RATINGS BASED 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 COMPLACENT 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. E. QUALIFICATION OF APPLICATOR: FIRM ACCEPTABLE TO MANUFACTURER OF FIREPROOFING MATERIALS WITH MINIMUM FIVE YEARS SUCCESSFUL EXPERIENCE ON PROJECTS OF SIMILAR SCOPE. F. MANUFACTURERS /PRODUCTS: MATCH EXISTING BUT NOT LESS THAN N.R. GRACE /MONOKOTE OR ALBI 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 EQU IPMENT FROM DAMAGE BY OVER SPRAY, FALLOUT, AND DUSTING; MASK ADJACENT WORK AS REQUIRED. CLOSE OFF AND SEAL DUCT WORK IN AREAS WHERE FIREPROOFING 15 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 NECESSARY TO COVER WITH MONOLITHIC BLANKET OF UNIFORM DENSITY AND TEXTURE. SECTION 078400 - FIRE STOPPING A. B. CODES: CONFORM TO APPLICABLE CODE REQUIREMENTS FOR BOTH F AND T RATINGS. C. STANDARDS: PASS ASTM E814 THROUGH - PENETRATION FIRE STOPS, ASTM E11 q FIRE TESTS AND ASTM E84 FLAME SPREAD /SMOKE CONSTRICTION MAXIMUM 25/25. D. SUBMITTALS: FURNISH SWOP DRAWINGS, PRODUCT DATA, AND CERTIFICATES OF COMPLIANCE WITN CONTRACT DOCUMENTS, AND APPLICABLE CODES. E. MANUFACTURERS: 3M /FIRE BARRIER, STI /SPECSEAL OR PENSIL, OR HILTI /FIRESTOP SYSTEMS. F. GENERAL: CHOOSE PRODUCTS AND METHODS MEETING APPLICABLE CODES AND SPECIFICATION REQUIREMENTS FOR EACH FIRE STOPPING APPLICAT SUBJECT TO OWNER'S PROJECT MANAGER'S ACCEPTANCE. G. FIRE STOPPING MATERIALS: FURNISH MATERIALS FOR PENETRATIONS IN TIME -RATED FLOOR, WALL, AND PARTITION ASSEMBLIES CAPABLE OF PREVENT 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. H. INSTALLAT 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 079200 - JOINT SEALERS 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 YEARS SUCCESSFUL EXPERIENCE ON PROJECTS OF SIMILAR TYPE AND SIZE, USING SPECIFIED PRODUCTS. GENERAL: PROVIDE PENETRATION -TYPE FIRE STOPPING FOR TIME -RATED FLOOR, WALL AND PARTITION ASSEMBLIES CAPABLE OF PREVENTING PASSAGE OF FLAME, SMOKE AND HOT GASES. 2. FIRE STOPPING: MAINTAIN FIRE RATING OF ASSEMBLY IN WHICH FIRE STOPPING 15 INSTALLED, SUCH AS FLOOR, PARTITION, OR WALL, IN ACCORDANCE WITH ASTM E11q TEST. WARRANTY: REPAIR OR REPLACE JOINT SEALERS WHICH FAIL TO PERFORM AS INTENDED BECAUSE OF LEAKING, CRUMBLING, HARDENING, SHRINKAGE, BLEEDING, SAGGING, STAINING AND LOSES OF ADHESION; WARRANTY PERIOD TWO YEARS. D. EXTERIOR NON - TRAFFIC JOINTS: GE /SILPRUF, DOW /790 -7q5, OR PECORA /854, LOW MODULES SILICONE SEALANT. TRAFFIC BEARING JOINTS: MAMECO/VULKEM 245, OR PECORA /NR -200 UREXPAN, MULTI -COMPONENT POLYURETHANE, SELF- LEVELING JOINT SEALER. MILDEW - RES SANITARY SEALANTS: GE /SANITARY SEALANT, DOW /BATHTUB CAULK, OR PECORA /863 #345 WHITE; PROVIDE AT INTERIOR AREAS WHERE SEALANT WILL BE EXPOSED TO WATER. GENERAL INTERIOR JOINT SEALER: PECORA/AC-20 OR SONNEBORN /SONOLAC, ACRYLIC OR LATEX EMULSION. MISCELLANEOUS MATERIALS: PRIMERS, SEALERS, JOINT CLEANERS, 130ND 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 RANGER OF COLORS. PREPARATION: CLEAN JOINT SURFACES IMMEDIATELY BEFORE INSTALLATION OF JOINT SEALER, AND PRIME OR SEAL JOINT SURFACES AS RECOMMENDED BY MANUFACTURER. INSTALLATION: COMPLY WITH MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS AND ASTM C1Ig3. 1. 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 08: DOORS AND WINDOWS SECTION 081000 - METAL DOORS AND FRAMES C. SUBMITTALS: SUBMIT PRODUCT DATA. A. GENERAL: PROVIDE STEEL DOORS AND FRAMES AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION; COORDINATE WITH SECTION 08700 - HARDWARE. B. STANDARDS: COMPLY WITH STEEL DOOR INSTITUTE "STANDARD STEEL DOORS AND FRAMES OR NAAMM HOLLOW METAL MANUFACTURER'S ASSOCIATION "HOLLOW METAL MANUAL." 1. FIRE RATED STANDARDS: FURNISH MATERIALS TESTED, LABELED AND INSPECTED BY UL, WARNOCK HERESY, OR TESTING AGENCY ACCEPTABLE TO APPLICABLE AUTHORITIES. D. MANUFACTURERS: AMWELD, CECO, PIONEER, OR APPROVED EQUAL. E. HOLLOW METAL DOORS: FLUSH HOLLOW METAL DOORS FULL. FLUSH TYPE; SDI MODEL I, NAAMM TYPE B FULL FLUSH WITH UNFILLED EDGE; CLOSE TOP AT EXTERIOR DOORS. 1. CORE: PROVIDE STEEL STIFFENED CORE; INSULATED AT EXTERIOR DOORS. 2. GAGE: PROVIDE MINIMUM 18 GAGE AT INTERIOR DOORS, MINIMUM 16 GAGE AT EXTERIOR DOORS. F. PRESSED STEEL (HOLLOW METAL) FRAMES. MINIMUM 16 GAGE KNOCKDOWN (FIELD - ASSEMBLED) FRAMES. G. FIRE RATED UNITS: CONFORM TO NFPA 80; PROVIDE UL OR WARNOCK HERESY LABELED DOORS AND FRAMES AS REQUIRED. H. ACCESSORIES: PROVIDE DOOR SILENCERS, ANCHORS, AND ACCESSORIES. I. FABRICATION: CONFORM TO REQUIREMENTS OF SDI OR NAAMM. 1. DOOR SILENCERS: PLACE MINIMUM THREE SINGLE 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 GALVANIZING; CLEAN, DEGREASE AND FACTORY PRIME PAINT. K. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND EITHER SDI OR NAAMM STANDARDS. 1. INSTALL FIRE RATED UNITS IN CONFORMANCE WITH FIRE LABEL REQUIREMENTS AND NFPA 60. 2. INSTALL DOORS AND FRAMES PLUMB AND SQUARE, AND WITH MAXIMUM DIAGONAL D OF 1/16 ". SECTION 081400 - WOOD DOORS A. GENERAL: INSTALL WOOD DOORS AND WOOD DOOR FRAMES AS REQUIRED FOR COMPLETE INSTALLATION; COORDINATE W1714 HARDWARE IN SECTION 08700, B. STANDARDS: COMPLY WITH NATIONAL WOOD WI NDOW AND DOOR ASSOCIATION (NWWDA) INDUSTRY STANDARDS FOR WOOD DOORS. C. PROJECT CONDITIONS: DO NOT DELIVER OR INSTAL DOORS UNTIL CONDITIONS FOR TEMPERATURE AND RELATIVE HUMIDITY HAVE BEEN STABILIZED IN ACCORDANCE WITN REFERENCED STANDARDS REQUIREMENTS APPLICABLE TO PROJECT LOCATION. D. WARRANTY: PROVIDE FOR RENANGING WOOD DOORS EXHIBITING DEFECTS I N WORKMANSHIP. WARRANTY PERIOD TWO YEARS. E. INSTALLATION: INSTALL WOOD DOORS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS, AND REFERENCE STANDARDS, PLUMB AND SQUARE, AND WITH 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 083100 - ACCESS DOORS AND PANELS A. GENERAL: PROVIDE ACCESS DOORS AS REQUIRED FOR ACCESS TO VALVES AND CONTROLS LOCATED BEHIND FINISHED WALLS AND CEILINGS NOT OTHERWISE ACCESSIBLE, WIT♦-( ACCESSORIES FOR COMPLETE INSTALLATION. 1. COORDINATE WITH VARIOUS TRADES FOR CONTROLS AND VALVES WHICH MAY BE CONCEALED. B. SUBMITTALS: FURNISH PRODUCT DATA FOR EACH TYPE OF ACCESS DOOR AND PANEL. G. MANUFACTURERS: MILCOR, J.L. INDUSTRIES OR KARP. D. TYPE: FLUSH TYPE AT NON FIRE RATED CONSTRUCTION, STANDARD UL APPROVED FRAMED TYPE AT FIRE RATED CONSTRUCTION; KEY OPERATED. 1. FRAMES: FABRICATE FORM MINIMUM 16 GAGE. 2. DOORS: FLUSH PANEL TYPE, FABRICATE FROM MINIMUM 14 GAGE STEEL. 3. HINGE: PROVIDE CONTINUOUS PIANO TYPE HINGE. 4. FINISH: FINISH WITH MANUFACTURER'S FACTORY- APPLIED ENAMEL PRIME COAT APPLIED OVER PHOSPHATE COATING ON STEEL. E. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE REQUIREMENTS FOR FIRE RATINGS. 1. SET FRAMES ACCURATELY IN POSITION AND SECURELY ATTACH TO SUPPORTS WITH FACE PANELS PLUMB OR LEVEL IN RELATION TO ADJACENT FINISH SURFACES. A. 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 083320 - OVERHEAD COILING GRILLES GENERAL: INSTALL OWNER FURNISI -IED OVERHEAD COILING GRILLE; PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE OPERATIONAL INSTALLATION. B. ACCESSORIES: COORDINATE EXTENT OF MATERIALS BEING FURNISHED WIT OVERHEAD COILING GRILLES; PROVIDE ADDITIONAL MATERIALS AS REQUIRED FOR COMPLETE OPERATIONAL INSTALLATION. C. INSTALLATION: INSTALL GRILLES COMPLETE, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 1. FIT, ALIGN, LUBRICATE, AND ADJUST GRILLE ASSEMBLIES LEVEL AND PLUMB, AND TO PROVIDE SMOOTH OPERATION. SECTION 084113 - ALUMINUM- FRAMED ENTRANCES AND STOREFRONTS C. C H. N. GENERAL: PROVIDE EXTRUDED ALUMINUM ENTRANCE SYSTEM WITH DOORS, FRAMES, HARDWARE, ANCHORAGE MATERIAL, AND ACCESSORIES AS REQUIRED FOR COMPLETE W EATH ERT I GI-IT I N STA L LAT I ON . STANDARDS: COMPLY WITH ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOC IAT ON AAMA) "ALUMINUM STORE FRONT AND ENTRANCE MANUAL." DES AND REGULATIONS: COMPLY WITH APPLICABLE CODES AND REGULATIONS D. SUBMITTALS: FURNISH MANUFACTURER'S LITERATURE, SHOP DRAWINGS, AND 'AMPLES E. STR TURAL CERTIFICATES: PROVIDE CERTIFICATION BY STATE REGISTERE• ENGINEER INDIC •TING SYSTEM COMPLIES WITH CONTRACT DOCUMENTS AND APPLICAB CODES. STOR RONT SHALL BE DESIGNED PER THE LOADING SHOWN IN THE TABL • IN SHEET A08.1. NREE COPIES OF THE STOREFRONT CURTAIN -WALL 51-1OP DRAWING BEARING THE SE • L OF A STATE PROFESSIONAL STRUCTURAL ENGINEER SHALL BE UBMITTED TO THE RGHITEGT OF RECORD FOR REVIEW AND APPROVAL. F. SPECIAL " "OJECT WARRANTY: PROVIDE FOR CORRECTING FAILURES IN UDING WIND DAMAGE A • WATER PENETRATION TO INTERIOR SURFACES, EXCESSIV DEFLECTIONS, AND DETER *RATION OF FINISHES, WEATHER - STRIPPING AND ACCESSORIES. SPECIAL WARRANTY RIOD SHALL BE TWO YEARS. G. MANUFACTURE'S: KAWNEER OR APPROVED EQUAL. STOREFRONT: E RUDED ALUMINUM ENTRANCE SYSTEM AS INDIC • ED ON DRAWINGS. 1. ALUMINUM PE: AS RECOMMENDED BY MANUFACTURER FOR APPLICATION INDICATED, B T NOT LESS THAN EXTRUDED ALUMINUM, AST 8221, 6061 OR 6063 ALLOW AND OR T6 TEMPER. 2. FINISH: PROVID FACTORY FORMULATED POLYESTER TIC POWDER COATING MATERIALS INTE DED FOR POWDER COATING APPLICATIO CUSTOM COLOR AS INDICATED IN D" • WINGS. 3. INTERIOR STOREFR FINISH AS INDICATE 1' ON DRAWINGS. NT FINISH: MANUFACTURER'S STANDARD CLEAR ANODIZED I. GLAZING: ASTM C1048, F LY TEMPERED SELECT GLAZI QUALITY CLEAR FLOAT GLASS; GLASS THICKNESS SHALL BE PER TABLES SHO 'N IN SHEET A08.1. 1. APPLIED GLAZING FILM_ APPLY 3M FILM ON ALUM( UM FRAMED STOREFRONT GLASS WHERE INDICATED ON D' • WINGS J. GLAZING ACCESSORIES: OF T PE RECOMMENDED BY ANUFACTURER TO SUIT SECURITY LOCATIONS AND APPLICATION FOR DRY GLAZING I STALLATION. K. MISCELLANEOUS MATERIALS: 1 STEEL REINFORCEMENT AND RACKETS: MAN FACTURER'S STANDARD WITH MINIMUM 2 OZ. 140T -DIP ZINC COATING, AST J Al23, APPLIED AFTER FABRICATION. 2. BITUMINOUS PAINT: COLD -APPL ED MAST( , SSPC PAINT 12, COMPOUND FOR 30 MIL THICKNESS PER COAT. 3. FLASHING: PROVIDE SUB -SILL FL • 51-1 ING EMBERS, MINIMUM 22 GAGE SHEET ALUMINUM OF SIZES AND SHAPED NDI TED AND AS REQUIRED 70 DRAIN WATER TO EXTERIOR; MATCH ADJACENT A. U NUM MEMBER FINISH. 4. ANCHORING DEVICES: CORROSION RE ENTRANCE SYSTEM AND SUPERIMPO ADJUSTMENTS OF SYSTEM PRIOR 7 STANT TYPE CAPABLE OF SUPPORTING D DESIGN LOADS; DESIGN TO ALLOW EING PERMANENTLY FASTENED IN PLACE. L. FABRICATION: FABRICATE ALUMINUM TRA CE AND STOREFRONT SYSTEM TO ALLOW FOR CLEARANCES AND SHIM SPACING AROU + PERIMETER OF ASSEMBLIES TO ENABLE INSTALLATION; PROVIDE FOR THERM • L MOVE IENT. 1. ACCURATELY FIT TOGETHER JO TS AND k ORNERS; MATCH COMPONENTS ENSURING CONTINUITY OF LINE AND DES! • N' ENSURE DINTS AND CONNECTIONS ARE FLUSH, HAIRLINE AND WEATHERPROOF. 2. SEPARATE DISSIMILAR MAT= "IALS WITH BIT INOUS PAINT OR PERFORMED SEPARATORS WHICH WILL P EVENT CORROSIO • M. INSTALLATION: INSTALL ALUM( UM FRAMED STOREF'ONT ASSEMBLIES, INCLUDING ENTRANCES, IN ACCORDANCE W 171 MANUFACTURER'S RECOMMENDATIONS AND TO MEET DESIGN REQUIREMENTS INDICATED, FOR WEATHER Tie, T INSTALLATION. 1. ENSURE ASSEMBLIES A E PLUMB, LEVEL AND FR OF WARP OR TWIST, MAINTAIN DIMENSIONAL TOLERAN ES AND ALIGNMENT WITH ADJACENT WORK. 2. USE SUFFICIENT ANC OANGE DEVICES TO SECURELY • ND RIGIDLY FASTEN ASSEMBLIES TO BUI DING. 3. INSTALL HARDWAR' IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, USING PROPER T PLATES. COORDINATE INSTALLATION OF CYLINDERS WITH SECTION 08700. 4. INSTALL SILL MBERS AND THRESHOLDS IN BED OF CO OUND, JOINT FILLERS OR GASKETS • PROVIDE WEATHER TIGHT CONSTRUCTION 5. GLASS INST • LATION: COMPLY WITN GANA GLAZING MANUAL AND GLAZING MANUFACTU - ER INSTRUCTIONS. DO NOT ALLOW GLASS TO T. CH ANY METAL SURFACES. ADDITIONAL QUI REMENTS FOR EXTERIOR STOREFRONT SYSTEMS HURRICANE PRONE REGIONS. (F•' WINDSPEED GREATER THAN 10 M.P.N. ALONG U.S. A ANTIC COAST AND GULF OF ME ICO.) 1. STOREF"ONT SYSTEM SHALL COMPLY WITH FLORIDA * MIAMI -DAD COUNTY STANDARDS. 2. SEE % TRUCTURAL DRAWINGS FOR DESIGN WIND LOAD CRITERIA FOR TOREFRONT CUR AIN WALLS. 3. P 7 VIDE COMPONENTS THAT HAVE BEEN PREVIOUSLY TESTED BY AN STING LABORATORY CERTIFIED BY MIAMI -DADE COUNTY BUILDING C MPLIANGE OFFICE (BCCO), FLORIDA BUILDING CODE (FBC), AND AST COMPLY WITH IMPACT RESISTANCE AND CYCLIC PRESSURE DIFFERENTIAL" PER ASTM E1886 AND ASTM Elgq, SBCCI SSTD 12, FBC PROTOCOLS TAS 201, 2. , AND 203, OR MIAMI -DADE COUNTY BBCO PROTOCOLS FA 201, 202, AND 203. GLAZED PANELS LOCATED WITHIN 30 -FEET OF GRADE SHALL MEET REQUIRE ENTS OF "LARGE MI551LE TEST" OF ASTM E1gg6. GLAZED PANELS LOCATED MORE THAN 30 -FEET ABOVE GRADE SHALL MEET REQUIREMENTS OF "SMALL MISSILE TEST" OF ASTM E1996. DEPENDENT E 7. SAFETY REQUIREMENTS OF STOREFRONT CURTAIN WALL SHALL BE COMPLIANT WI 1 H CPSC 16 CFR 1201 CATEGORY 11 AND ANSI Z 17.I CLASS A. 2470 MARINER SQUARE LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 EBNIS I .AEt 1YEA,'t -1 STATE of WASHINGTON REQUIRED BY: J J W 1- z W I- D 0 M N o �':6: m m z z N� V Z VJ U U �oor7 =m Qr u7 1();-1 O' N N vi o ) a[ L. aOO[lZ Z z W Z ax 0 W p waa :±- O1- w wO U cl ~ z{xNZ °0 °a w 0 a - Laix ul �awz w N a � z &Ja r - °oQe O w W >- - O¢Z tire¢° 1=1 - a (: : :C1: - 1 a r o -1 411:1 O Zz W J L = C w w O N a o p z r z a_ a a P ia • _0 w � zg W w ~ wW oww iraaJ 5 ° � wo w aom�= r0 = a cnrn o0 i a0 m z��= d r x O w C ~° Z O - _ c O z °F. - J 3 Viz Z V 2-1 j ° 1-1 - a te - aw °cr to -Uxa[7 VJ2�m = � re uJ • ° o 2 32- r U w a t ° a aa2 =� - ° L4 m cc w ;!ILL;d_ � WE --a Owz oo - .4 C 0 MAY 1 5 2008 REVISIONS: DRAWING NUMBER: z O z0 w ^ 1- N 0 a' • mw - w l = N��W O O w Zpw a - QZ Y O O iZ xl . W = �l..a V l ii sx - ° a w I- > } ' mao� a w = z J Z Z z wr �E . Q F a 0 7w 0 O T O � OC ' Z O Z �ww a ?az ! z .. C7 � zVJ a ap aar a� O = l .. . Q rQI - w w � O N r! zc 0 = 0a1=a 11 z a 4 (:( cx� w j 1- a 1- r P. t il R OO W °' U' wa,. �Waa ~ ° ar avJ as �J V' a 02 OO ir a u -Z U r U U • Z 0 DATE ISSUED: 04/25/0 DESIGNED BY: S DRAWN BY: CHECKED BY: M SPECIFICATION 4 �, III q. WATER RESISTANCE: TI -HERE SHALL BE NO LEAKAGE AT A MINIMUM STATIC AIR PR •SURE DIFFERENTIAL OF 12 PSF AS TESTED PER ASTM E331. 10. AXIMUM CALCULATED DEFLECTION OF ANY FRAMING MEMBER IN DIRECTION NO MAL TO T PLANE OF TIE WALL WHEN SUBJECTED TO SPECIFIED PRESSURES SHALL 8 LIMITS TO L/175 OF THE SPAN BUT NO MORE T1-IAN 3/4 ". SECTION 0.4126 - ALL -GLASS ENTRANCES AND STOREFRONTS A. C. D. E. F. G. H. J. AIR INFILTRATION: AIR INFILTRATION RATE SHALL NOT EXCEED 0.06 CFM/FT2 AT A TATIC AIR PRESSURE DIFFERENTIAL OF 6.24 PSF AS TESTED IN ACCORDANCE WITH AST 83. GENERA AND ST ADJACEN I NSTALLA 1. RELAT REFERENCE 1. GLASS A 2. BUILDER A156.18, STA SYSTEM DESC 1. PERFORMAN MINIMUM UNIFO WHEN TESTED SUBMITTALS 1. PRODUCT DATA: 2. 5140P DRAWINGS DIMENSIONS, HARD 3. SAMPLES: FURNIS QUALITY ASSURANCE 1. INSTALLER QUALIFIC EXPERIENCE IN INSTALL APPROVED BY SYSTEM 2. REGULATORY REQUIRE BUILDING CODES AND AM (ADAAG) TO ENSURE ACC PROJECT CONDITIONS 1. CHECK OPENINGS BY FIEL PROPER FITTING AND TIGHT OF ADJACENT CONSTRUCTION MANUFACTURERS: 1. SEE ARCHITECTURAL DRAW IN 2. SUBSTITUTIONS: REFER TO S MATERIALS: ALL -GLASS ENTRANCE SYSTEMS a. GLASS: NOT LESS THAN N QUALITY CLEAR TEMPERED GL L SAFETY GLASS: CONFOR REGULATIONS. 2. PROVIDE HORIZONTALLY VERTICAL TEMPERING PERM! TOTALLY CONCEALED IN FIN 3. POLISH SIDE EDGES TO GLASS TO TOLERANCES N PLUS OR MINUS 1/16" b. DOOR FITTINGS: PROVIDE DRAWINGS AND AS REQU I RED FLOOR PIVOT CLOSER. 1. FINISH: BHMA 630 ( GRIT SANDER TO MA C. FRAMELESS GLASS DO AND FINISH TO MATCH D ARCHITECTURAL DRAW d. ANCHORAGES AND F CONCEALED EXCEPT A MATCH ADJACENT M e. SEALANT: HIGH M GLAZING. 1. SEALANT 2. MANUFAC A. DO B. G C. P D. E. f. SIDELIGHT PATCHES; 5 1. EX FABRICATION 1. LOCATE AND TEMPERING G ALTERAT ION a. POL 2. FAHRICA NARDWAR 3. INSTA FINAL FI PROJEC EXAM IN 1. EXA 2. B INST 1. : SECTION INCLUDES: PROVIDE SPECIAL FRAMELESS ALL -GLASS REFRONTS, INCLUDING SAFETY GLASS DOORS, RELATED HAREM GLAZING AND ACCESSORIES AS REQUIRED FOR COMPLETE, OP ION, WORK: SECTION 08700: CYLINDERS FOR DOOR LOCKS. FURNISH MANUFACTURER'S LITERATURE. INDICATE COMPONENT DETAILS, MATER! RE AND FITTINGS, AND METHOD OF A SAMPLES OF METAL FINISH. E LS, FINISHES, CHORAGE. TRANCES E RATIONAL SOCIATION OF NORTH AMERICA (GANA): GLAZING MANUA HARDWARE MANUFACTURERS ASSOCIATION (BHMA): 5 A 1301/ ANSI ARDS FOR MATERIALS AND FINISHES. PTION REQUIREMENTS: PROVIDE ASSEMBLIES CAPABLE OF WITHSTANDING TEST PRESSURE OF 20 PSF INWARD AND OUT ARD PRESSURE I ACCORDANCE WITH ASTM E330. TIONS: FIRM WITH MINIMUM FIVE EARS SUCCESSFUL TION OF ENTRANCES SIMILAR To THOSE SPECIFIED; ANUFACTURER. ENTS: COMPLY WITH REQUIR' MENTS OF APPLICABLE ICANS WITH DISABILITIES CT ACCESSIBILITY GUIDELINES 5 TO PERSONS WITH DIS • HI LIT IES. MEASUREMENTS BEF DINTS; COORDINATE HERE NECESSARY TION 016200 TO SUPP E FABRICATION TO ENSURE ABRICATION WITH SHOP DRAWINGS 0 AVOID DELAYS. PROVIDE OMPLETE SYSTEM. INAL 1/ " THICK, LOW -IRON, SELECT GLAZING 55 CO) PLYING WITN ASTM C1048, KIND FT. TO ANSI 297.1 AND APPLICABLE CODES AND PERED GLASS WITHOUT TONG MARKS; ED ONLY WHERE TONG MARKS CAN BE ED INSTALLATION. XPOSED OR TO RECEIVE SEALANT; CUT RY TO PROVIDE EVEN, 1/6" JOINTS WITHIN STOM M ATCH" TYPE FITTINGS AS INDICATED ON T DORMA DOOR CONTROLS/BTS 80 532D), SATI STAINLESS STEEL FINISHED WITH 320 CH ARCHITECT - SAMPLE. R HARDWARE: M • NUFAGTURER'S STANDARD METAL R RAILS, UNLES' OTHERWISE INDICATED. REFER TO 5. STENINGS: MANUFACT ' ER'S STANDARD TYPES, OTHERWISE REQUIRED; FINISH EXPOSED FASTENERS TO AL SURFACES. DULUS STRUCTURAL SILIC• E DESIGNED FOR STRUCTURAL LOR: CLEAR RERS: CORNING /SILICONE RUBBER SEAL NT 999. ERAL ELECTRIC /SILICONE CONSTRUCTION SCS 1200 SEALANT. CORA/863 GLAZING SILICONE. REMCO /PROGLAZE SILICONE. UBSTITUTIONS: REFER TO SECTION 0163 GLAZING CHANNELS: SATIN STAINLESS ST L TO MATCH DOOR ED AS REQUIRED TO SUPPORT GLASS; SED FINISH: MATCH SATIN FINISH FOR DOOR YSTEM. PROVIDE HOLES AND CUTOUTS TO RECEIVE HAR' ARE BEFORE ASS; DO NOT PERMIT CUTTING, DRILLING OR OTHE" GLASS AFTER TEMPERING. N EXPOSED ENDS OF GLASS; ROUND EDGES SLIGHTLY E ALL -GLASS ENTRANCE SYSTEM TO ACCOMMODATE R , •UIRED AND ACCESSORY ITEMS. HARDWARE AT FABRICATION PLANT; REMOVE ONLY AS RE UIRED FOR ISNING OPERATIONS, AND FOR DELIVERY AND INSTALLATION '`F WORK AT SITE. K. ION INE AREAS AND CONDITIONS UNDER WHICH WORK IS TO HE INSTA ED. INNING INSTALLATION SIGNIFIES ACCEPTANCE OF CONDITIONS. L. LATION 1. MPLY WITH MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION IN RUCTIONS. a. INSTALL GLAZING IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTI 5 AND GANA GLAZING MANUAL. . SET UNITS PLUMB, LEVEL AND TRUE TO LINE, WITHOUT WARP OR RACK; AN IOR SECURELY IN PLACE. 3. SEPARATE ALUMINUM AND OTHER CORRODIBLE METAL SURFACES FROM SOUR S OF CORROSION OR ELECTROLYTIC ACTION AT POINTS OF CONTACT WITN OTHER MATERIALS. ADJUSTING: ADJUST OPERATING HARDWARE TO ENSURE PROPER OPERATION. CLEANING: CLEAN SURFACES USING MANUFACTURER'S RECOMMENDED CLEANING METHODS. SECTION 087100 - DOOR HARDWARE A. GENERAL: PROVIDE DOOR HARDWARE FOR HOLLOW METAL DOORS AND FOR WOOD DOORS, AND PROVIDE CYLINDERS FOR DOORS PROVIDED WITN HARDWARE, WITH ACCESSORIES AS REQUIRED FOR COMPLETE OPERATIONAL DOOR INSTALLATION. B. STANDARDS: COMPLY WITN BUILDERS HARDWARE MANUFACTURERS ASSOCIATION (BHMA) ANSI /814MA 156 SERIES STANDARDS. C. CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING ACCESS FOR PERSONS WITH DISABILITIES. 1. FIRE RATED DOORS: COMPLY WITN REQUIREMENTS OF NFPA 80 AND APPLICABLE CODES FOR FIRE RATED DOOR HARDWARE; PROVIDE HARDWARE SEARING UNDERWRITERS LABORATORY (UL) LABELS. D. SUBMITTALS: FURNISH SHOP DRAWINGS, PRODUCT DATA INCLUDING KEYING SCHEDULE, AND SAMPLES OF EACH REQUIRED STYLE AND FINISH. 1. SUPPLY TEMPLATES TO DOOR AND FRAME MANUFACTURERS FOR PROPER AND ACCURATE SIZING AND LOCATIONS OF CUT -OUTS FOR HARDWARE. E. GENERAL MATERIALS: PROVIDE COMPLETE HARDWARE WI TN ACCESSORIES AS REQUIRED FOR DOORS AND APPLICATIONS INDICATED AND NOT PROVIDED UNDER OTHER SECTIONS. F. HINGES: NAGES, LAWRENCE, MCKINNEY, OR STANLEY; FULL MORTISED HINGES; SIZE AND NUMBER AS RECOMMENDED BY MANUFACTURER; NON REMOVABLE PINS AT EXTERIOR OUT SWINGING DOORS, BLABBERING HINGES AT FIRE RATED DOORS AND DOORS WITH CLOSURES. G. LOCKSET /LATCHSETS: SCHLAGE, SARGENT, YALE, OR U- CHANGE; FULL MORTISE LOCKSETS TYPICAL AT DOORS TO PUBLIC AREAS, CYLINDRICAL LOCKSETS AND LATCHSETS AT OTHER LOCATIONS, SOLID LEVER TYPE WITN ROSE, KEYING AS DIRECTED BY OWNER; PROVIDE CYLINDERS FOR DOORS FURNISHED WITN LOCKS. (U CHANGE CUSTOMER SERVICE: 1- 800 - 253 - 5625). H. OVERHEAD CLOSURES: LCN/4000 SERIES OR NORTON/7500 FULLY ADJUSTABLE: MODERN TYPE WITN COVER. I. ACCESSORIES: PROVIDE DOOR STOPS, THRESHOLDS, WEATHER- STRIPPING, TRIM, COORDINATORS AND ACCESSORIES AS REQUIRED FOR COMPLETE OPERATIONAL DOOR INSTALLATION. 1. THRESHOLDS, STOPS, TRIMS AND MISCELLANEOUS HARDWARE. PROVIDE AS INDICATED, AS SPECIFIED, AS INCLUDED IN HARDWARE SCHEDULE, AND AS REQUIRED FOR COMPLETE INSTALLATION. 2. WEATHER- STRIPPING: PROVIDE CONTINUOUS WEATHER- STRIPPING AT TOP AND SIDES OF EXTERIOR DOORS. 3. FIRE RATED GASKETS: PROVIDE CONTINUOUS FIRE RATED GASKETS AT TOP AND SIDE OF FIRE RATED DOORS. 4. THROUGH BOLTS: THROUGH BOLTS AND GROMMET NUTS SHALL BE AVOIDED ON DOOR FACES IN HIGHLY VISIBLE AREAS, UNLESS NO ALTERNATIVE 15 POSSIBLE, AS DIRECTED AND APPROVED, AND SHALL NOT BE USED FOR SOLID WOOD CORE DOORS. J. FINISI -4: BHMA 626 (U526D), SATIN FINISHED CHROMIUM PLATED UNLESS OTHERWISE INDICATED. K. INSTALLATION: COMPLY WITH -I MANUFACTURER RECOMMENDATIONS, BHMA, AND APPLICABLE REQUIREMENTS FOR ACCESS AND FOR FIRE RATINGS. 1. FIT HARDWARE PRIOR TO PAINTING, TI-IEN REMOVE FOR PAINTING OF DOORS AND FRAMES BEFORE FINAL INSTALLATION OF HARDWARE. 2. HEIGHT TO COMPLY WITH APPLICABLE CODES AND BHMA RECOMMENDATIONS. 3. HARDWARE GROUPS: REFER TO DRAWINGS. SECTION 088100 - GLASS GLAZING A. GENERAL: PROVIDE FULLY TEMPERED GLASS AND G.C. FURNISHED FILM ON GLASS (AS REQUIRED). GLASS THICKNESS SHALL BE PER ARCHITECTURAL DRAWINGS. PROVIDE GLAZING ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. B. STANDARDS: COMPLY WITH GLASS ASSOCIATION OF NORTH AMERICA (GANA) "GLAZING MANUAL". C. CODES: SAFETY GLAZING SHALL COMPLY WITH CONSUMER PRODUCT STANDARD 16 CFR 1201, CATEGORY 11, AND SHALL HAVE PASSED ANSI 297.1, CLASS A. D. MANUFACTURERS: PILKINGTON LOF, GUARDIAN, OR PPG. E. GLAZING SEALANT: ONE COMPONENT SILICONE GLAZING SEALANT; PROVIDE AS RECOMMENDED BY SEALANT MANUFACTURER FOR APPLICATIONS INDICATED, HIGH MODULUS TYPE AT STRUCTURAL SILICONE BUTT GLAZING. 1. MANUFACTURERS; DOW OR GE. F. SETTING BLOCKS AND SPACERS: NEOPRENE OR EPDM, SILICONE COMPATIBLE WHERE IN CONTACT WITH SILICONE SEALANT. G. PREPARATION: CLEAN GLAZING CHANNELS AND FRAMING MEMBERS TO RECEIVE GLASS IMMEDIATELY BEFORE GLAZING: REMOVE COATINGS NOT FIRMLY BONDED TO SUBSTRATE. H. INSTALLATION: COMPLY WITH GANA GLAZING MANUAL AND SEALANT MANUAL AND GLAZING MANUFACTURER INSTRUCTIONS 1. DO NOT ALLOW GLASS TO TOUCH METAL SURFACES 2. COMPLY W1TH NFPA 80 FOR GLASS IN FIRE RATED OPENINGS 3. PLACE SETTING BLOCKS AT QUARTER POINTS IN THIN COURSE OF SEALANT 4. INSTALL REMOVABLE STOPS WITN GLASS CENTERED IN SPACE WITH SPACER 51-1 IMS AT 2' -0" INTERVALS ON BOTH -! SIDES OF GLASS, 1 /4" BELOW SIG-ITLINE. 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 SIGHTLINE. SECTION 088300 - MIRRORS SUMMARY: T1-1I5 SECTION INCLUDES NEW WALL MOUNTED GLASS MIRRORS. A. QUALITY ASSURANCE 1. INSTALLER QUALIFICATIONS: AN EXPERIENCED INSTALLER WHO HAS COMPLETED MIRROR GLAZING SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT INDICATED; 1A11-10SE WORK HAS 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 EACH 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 TIE PROFESSIONAL ON TI-1E CARE AND HANDLING OF MIRRORS." b. NATIONAL GLASS ASSOCIATION (NGA): "CUSTOM MIRRORS, FABRICATION AND INSTALLATION. B. 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. C. PROJECTION CONDITIONS: ENVIRONMENTAL LIMITATIONS - D0 NOT INSTALL MIRRORED GLASS UNTIL AMBIENT TEMPERATURE AND HUMIDITY CONDITIONS ARE MAINTAINED AT LEVELS INDICATED FOR FINAL OCCUPANCY, D. SILVERED FLAT GLASS MIRROR MATERIAL: 6.0 MM TI -HIC( AND COMPLYING WITH ASTM C 1503, MIRROR SELECT QUALITY FOR USE IN VISUALLY DEMANDING APPLICATIONS REQUIRING MINIMAL DISTORTIONS AND BLEMISHES. E. FABRICATION 1. CUTOUTS: FABRICATE CUTOUTS FOR NOTCHES AND HOLES IN MIRRORS WITHOUT MARRING VISIBLE SURFACES. LOCATE AND SIZE CUTOUTS 50 THEY FIT CLOSELY AROUND PENETRATIONS IN MIRRORS. 2. MIRROR EDGE TREATMENT: CUTTING AND POLISHING a. TYPICAL MIRRORS: FLAT EDGES WHERE THE CLEAN CUT "SQUARE" EDGE OF THE GLASS 15 FLAT AND SURFACES EDGES ARE SLIGHTLY ARRISSED. AFTER GRINDING THE ARISSES, EDGES SHALL BE POLISHED TO A NIGH GLOSS SURFACE WHERE THE SURFACE REFLECTIVITY I5 SIMILAR IN APPEARANCE TO THE MAJOR SURFACE OF THE GLASS. b. BEVELED EDGED MIRRORS: PROVIDE BEVELED EDGED MIRRORS WHERE THE SURFACE EDGE OF THE GLASS 15 BEVELED 70 WIDTH INDICATED ON THE OWNER FURNISHED DRAWINGS. THE ANGLE FORMED BY THE INTERSECTION OF THE FLANGE OF THE BEVEL WITH -I 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 NIGH GLOSS SURFACE WHERE THE SURFACE REFLECTIVITY IS SIMILAR IN APPEARANCE TO THE MAJOR SURFACE OF THE GLASS. C. EDGE SEALING: IMMEDIATELY AFTER CUTTING THE FINAL SIZES, AND APPLYING EDGE TREATMENT; FACTORY SEAL EDGES OF MIRRORS WITH EDGE SEALER TO PREVENT CHEMICAL OR ATMOSPHERIC PENETRATION OF GLASS COATING. F. MISCELLANEOUS MATERIALS 1. SETTING BLOCK: NON- RUBBER OR NON - NEOPRENE BASED ELASTOMERIG MATERIAL MANUFACTURED FOR SETTING SILVERED FLAT GLASS MIRRORS, COMPATIBLE WITH ADHESIVE USED FOR PLACEMENT, WITH A TYPE A SNORE DUROMETER HARDNESS OF 65, PLUS OR MINUS 5. 1/6" WIDE X 1 /4" NIGH 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., "MIRROR- MASTIC " (502) 8q3 -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, (600) 431 -6151, 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 6 MM THICK MIRRORS AND HEAVY BODIED MIRROR MASTIC SPECIFIED AND IN A SINGLE PIECE. THE ENDS OF T1-4E BACK LIPS OF ALL CHANNELS SHALL BE FACTORY SNIPPED AND FILED 50 THAT THEY WILL NOT BE SEEN AFTER INSTALLATION. a. BOTTOM TRIM: C.R. LAURENCE GO. INC., 1 /4" STANDARD "J" CHANNEL (CATALOG NUMBER D636P POLISHED FINISH), (800) 421 - 6144, FAX (800) 262 -329q. J- CHANNELS FORMED WITH FRONT LEG AND BACK LEG NOT LESS THAN 3/8" AND 7/8" IN HEIGHT, RESPECTIVELY. b. TOP TRIM: G.R. LAURENCE CO. INC., 1/4" DEEP NOSE "J" CHANNEL (CATALOG NUMBER D645P POLISHED FIN 1514), (800) 421 -6144, FAX (600) 262 -3299. J- CHANNELS FORMED WITH FRONT LEG AND SACK LEG NOT LESS THAN 5/6" AND 1- 3/16" IN HEIGHT, RESPECTIVELY. 6. STUD FASTENERS: PROVIDE #6 GAGE DIAMETER, 1 -5/8" LONG, PHILLIPS BUGLE HEAD, SLEF - DRILLING TYPE, FINE THREADED STEEL SCREW FASTENERS IN QUANTITY AS REQUIRED FOR SUPPORT AND FASTENING OF WOOD TRIMS AND MIRRORS GI-IANNELS TO DRYWALL STUD FRAMING AND SHEET METAL BACKER PLATES. 14ILTI KWI -PRO SELF DRI DRYWALL SCREWS, ORDERING NAME: 6" X 1' -5/8" P13I-1 SD, ITEM #: 00086216; HILTI CORPORATION (800) 87 -8000. 7. PLASTIC WOOD FILLER: COMMERCIAL QUALITY WOOD FILLER SPECIFICALLY MANUFACTURED TO ADVANCE THE FINAL BUILD AND SMOOTHNESS OF THE INSTALLED WOOD TRIM SURFACE BY FILLING DENTS, SCRATCHES, MITER JOINTS, AND VOIDS ABOVE COUNTERSUNK FASTENER HEADS. THE SELECTED FILLER 51-HALL BE EITHER NEUTRAL OR TINTED TO MATCH THE COLOR OF THE WOOD TRIM. 8. 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. G. EXAMINATION 1. EXAMINE SUBSTRATES, OVER WHICH MIRRORS ARE TO BE MOUNTED, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH INSTALLATION TOLERANCES, SUBSTRATE PREPARATION, AND DTHER CONDITIONS AFFECTING PERFORMANCE. a. VERIFY COMPATIBILITY AND SUITABILITY OF SUBSTRATES, INCLUDING COMPATIBILITY OF MIRROR MASTIC WITH EXISTING FINISHES OR PRIMERS. PROCEED WITN MIRRORED GLASS INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED AND SURFACES ARE DRY. H . 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 PAINT. 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. I. GLAZING 1. GENERAL: INSTALL MIRRORS WITH MIRROR GLAZING CHANNELS TO COMPLY WITH WRITTEN INSTRUCTION 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 MANNER THAT AVOIDS DISTORTING REFLECTED IMAGES. 2. COMPLY WITH MASTIC MANUFACTURER'S PRINTED DIRECTIONS FOR PREPARATION AND SEALING OF MOUNT SURFACES BY SEALING DRYWALL, AND PLYWOOD, SUBSTRATES WITH DRYWALL AND PLYWOOD PAINT. ALLOW PAINT TO DRY BEFORE APPLYING MIRROR MASTIC. 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 I NSTRUCTIONS. INSTALL THE WEB OF THE TOP CHANNEL 1/4" HIGHER THAN THE HEIGHT OF THE MIRROR TO ALLOW THE RAISING OF THE MIRROR IN TO 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 TIE 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. 4. WOOD TRIM * INSTALLATION J. PROTECTION AND CLEANING 1. PROTECT MIRRORS FROM BREAKAGE AND CONTAMINATING SUBSTANCES RESULTING FROM CONSTRUCTION OPERATIONS. USING GLEAN WARM WATER, CLEAN MIRRORS BY METHODS RECOMMENDED IN REFERENCED GLAZING STANDARDS. DIVISION 09: FINISHES b. TO DRYWALL: MARK THE LOCATIONS FOR THE STUD FASTENERS ON THE HACK 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 SACK LIP OF THE CHANNEL THROUGH DRYWALL, STUD FRAMING AND SHEET METAL BACKER PLATE SUBSTRATES IN ACCORDANCE WITH THE FASTENERS MANUFACTURERS WRITTEN INSTRUCTIONS. INSTALL THE WEB OF TIE TOP CHANNEL 1/4" HIGHER THAN THE HEIGHT OF TIE 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 TD THE WEB OF THE BOTTOM MIRROR CHANNELS, LOCATED AT QUARTER POINTS, USING 2 SETTING BLOCKS PER MIRROR PANEL. 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. b. INSTALL MIRROR WOOD TRIM PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SCRIBE AND CUT M WOOD TRIM TO FIT ADJOINING WORK, AND REFINSH GUT SURFACES AND REPAIR DAMAGED FINISH AT CUTS. INSTALL WITN MINIMUM NUMBER OF JOINTS POSSIBLE, USING FULL - LENGTH PIECES (FROM MAXIMUM LENGTH OF WOOD TRIM AVAILABLE) TO GREATEST EXTENT POSSIBLE. DO NOT USE PIECES LESS THAN 16" LONG, EXCEPT WHERE SNORTER SINGLE - LENGTH PIECES ARE NECESSARY. SCARF RUNNING -JOINTS. MITERS OVER 4" LONG SHALL BE SPLINED AND GLUED. SECTION 092115 - GYPSUM BOARD ASSERI®LES 2. CORE BOARD: ASTM C442, 1" THICK. A. GENERAL: PROVIDE GYPSUM BOARD SYSTEMS INCLUDING METAL FRAM ACCESSORIES, GYPSUM BOARD, JOINT TREATMENT, ACOUSTICAL INSULATI ACOUSTICAL SEALANT, AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. B. STANDARDS: COMPLY WITH ASTM C754 AND ASTM C840, AND REQUIREMENTS FOR FIRE RATINGS. 1. DEFLECTIONS: MAXIMUM L/240 TYPICAL, L/260 AT LOCATIONS INDICATED TO RECEIVE TILE. C. FIRE -RATED ASSEMBLIES: LISTED SY 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. E. MANUFACTURERS: USG, GEORGIA PACIFIC, OR NATIONAL GYPSUM. F. 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. MANUFACTURED SUSPENSION SYSTEM SUCH AS CHICAGO METALLIC /DRYWALL SYSTEM 15 ACCEPTABLE. G. GYPSUM BOARD: CONFORM 70 C840; UL LISTED FIRE RESISTANT GYPSUM BOARD THROUGHOUT. 1. STANDARD: ASTM C36, 5/8" THICK. H. GYPSUM BOARD ACCESSORIES: COMPLY WITH ASTM C840. 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 W1714 ASTM 0475. 8. AIR INFILTRATION: AIR INFILTRATION RATE SHALL NOT EXCEED 0.06 CFM/FT2 AT A STATIC AIR PRESSURE DIFFERENTIAL OF 6.2.4 PSF AS TESTED IN ACCORDANCE WITH ASTM E283. 9. WATER RESISTANCE: THERE SI -HALL BE NO LEAKAGE AT A MINIMUM STATIC AIR PRESSURE DIFFERENTIAL OF 12 PSF AS TESTED PER ASTM E331. 10. MAXIMUM CALCULATED DEFLECTION OF ANY FRAMING MEMBER IN DIRECTION NORMAL TO THE PLANE OF THE WALL WHEN SUBJECTED TO SPECIFIED PRESSURES SHALL BE LIMITED TO L/I75 OF THE SPAN BUT NO MORE THAN 3/4 ". I. 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 0665, 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, INSTALL MEMBERS TRUE TO LINES AND LEVELS TO PROVIDE SURFACE FLATNESS WITH MAXIMUM VARIATION OF 1/8" IN 10' -0" IN ANY DIRECTION. 2. 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. 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 15 TO BE PLACED IN OR BEHIND PARTITION FRAMING; ALLOW ITEMS TO BE INSTALLED AFTER FRAMING 15 COMPLETE. M . CEILING FRAMING INSTALLATION: ERECT IN ACCORDANCE WITH ASTM C754 AND MANUFACTURER'S RECOMMENDATIONS. REINFORCE OPENINGS IN CEILING SUSPENSION SYSTEM. LATERALLY BRACE ENTIRE SUSPENSION SYSTEM. N. GYPSUM BOARD INSTALLATION: INSTALL IN ACCORDANCE WITH ASTM C840 AND MANUFACTURER'S RECOMMENDATIONS. USE SCREWS WHEN FASTENING GYPSUM BOARD TO FURRING AND TO FRAMING. 1. FOR FIRE RATED SYSTEMS COMPLY WITH REQUIREMENTS FOR 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 PRODUCES SURFACE READY TO RECEIVE FINISHES; FEATHER COATS ONTO ADJOINING SURFACES. 5. 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 SASE 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 130X PADS WITH PADS MOLDED AND PRESSED ON BACK SIDE OF BOX, CLOSING OPENINGS, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, FOR COMPLETE ACOUSTICAL BARRIER. P. RECESSED WALL STUD INSTALLATION SEQUENCE 1. REMOVE RUBBER FILLER FROM STANDARD BEFORE RECESSED STUD 15- PUT IN PLACE. 2. MASK TAPE STANDARD PORTION OF RECESSED STUD FOR ALL WALLS RECEIVING PAINT OR WALL COVERING. 3. SET RECESSED STUDS IN WALL. 4. USE LASER TO SET CONSISTENT HEIGHT OF STANDARD PORTION OF RECESSED STUDS - SCREW CLIP IN TOPS AND BOTTOMS. (SET INSERT 7' -0" A.F.F.) 5. INSTALL DRYWALL ON RECESSED STUDS - AVOID DRYWALL FACTORY EDGE AGAINST STANDARD (REQUIRES EXCESSIVE MUD BUILD UP). 6. FLAT TAPE DRYWALL AGAINST STANDARD. 7. SAND MUD DOWN TO STANDARD TO AVOID EXCESS BUILD UP. 8. APPLY ALL FINISH MATERIALS TO WALL PRIOR TO CUTTING OUT STANDARD SLOTS. 9. USE RAZOR BLADES TO CUT OUT STANDARD SLOTS - TOPS AND BOTTOMS OF ALL SLOTS MUST ALIGN. CUTS TO BE MADE INSIDE OF STANDARD SLOTS. 10. WHEN COMPLETE - INSTALL BRACKETS ON EACH STANDARD AND INSTALL ROD TO VERIFY ALIGNMENT. SECTION 093000 - TILING A. GENERAL: PROVIDE TILE SYSTEMS INCLUDING SETTING MATERIALS, GROUT AND ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. 5. STANDARDS: COMPLY WITN TILE COUNC OF AMERICA "HANDBOOK OF CERAMIC TILE INSTALLATION" INCLUDING REFERENCED ASTM AND ANSI STANDARDS. C. TILE MANUFACTURERS: AS INDICATED ON DRAWINGS. 1. FLOOR TILE: PROVIDE NON -SLIP UNITS WITN MINIMUM WET AND DRY VALUE OF 0.60 COEFFICIENT OF FRICTION WHEN TESTED IN ACCORDANCE WITH ASTM 0028. D. LATEX THIN SET: THINSET BOND COAT, LATEX- CEMENTITI MORTAR CONFORMING TO ANSI A118.4. E. GROUT: ANSI A118.6, LATEX CEM ENT ITIGUS TYPE 8Y LATICRETE, BOSTIK OR CUSTOM BUILDING PRODUCTS. REFER TO DRAWINGS. F. INTEGRAL WATERPROOFING: LATICRETE, BOSTIK, OR NOBEL LI RUBBER INTEGRAL T SETTING WATERPROOFING SYSTEM WITH NO BITUMINOUS EXTENDS; 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. I. INSTALLATION: COMPLY WITN TILE COUNC OF AMERICA (TCA) HANDBOOK FOR CERAMIC TILE INSTALLATION FOR LATEX BOND COAT THIN SET APPLICATION. 1. 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 15 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 095100 - ACOUSTICAL CEILINGS A. GENERAL: PROVIDE ACOUSTICAL CEILINGS INCLUDING SUSPENSION SYSTEM, TRIM, AND ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. STANDARDS: CONFORM TO ASTM C635 FOR METAL SUSPENSION SYSTEM AND STM C636 FOR INSTALLATION OF ACOUSTICAL CEILINGS. G. 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. 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 IS ENCLOSED, SUFFICIENT HEAT 15 PROVIDED, DUST GENERATING ACTIVITIES HAVE TERMINATED AND OVERI -4EAD MECHANICAL WORK I5 COMPLETED, TESTED, AND APPROVED; ALLOW WET WORK TO DRY PRIOR TO INSTALLATION. H . ACOUSTICAL UNITS: TYPES AS INDICATED ON DRAWINGS. 1. MANUFACTURERS: ARMSTRONG SALES: REFER TO FINISH SCHEDULE FOR ARMSTRONG TYPE. BACK -OF -HOUSE AREAS: REFER TO FINISH SCHEDULE FOR ARMSTRONG TYPE. I. SUSPENSION SYSTEM: MANUFACTURERS: ACOUSTICAL UNIT MANUFACTURER, OR CHICAGO METALLIC. 1. TYPICAL: SPECIAL 9/16" NARROW PROFILE WHITE BAKED ENAMEL FINISHED STEEL OR ALUMINUM TYPE; EDGE TRIM WITH VERTICAL LEG CONCEALED. 2. BACK -OF -HOUSE AREAS: STANDARD 1" PROFILE WHITE BAKED ENAMEL FINISHED STEEL OR ALUMINUM TYPE, EDGE TRIM WITH VERTICAL LEG CONCEALED. 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. J. COORDINATE WITH OTHER WORK SUPPORTED BY OR PENETRATING THROUGH CEILINGS, INCLUDING LIGHT FIXTURES, NVAC EQUIPMENT AND PARTITION SYSTEMS. K. INSTALLATION: COMPLY WITN MANUFACTURER RECOMMENDATIONS, ASTM C636, AND APPLICABLE REQUIREMENTS FOR FIRE RATINGS. 1. 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 10' - ". 3. ENSURE SUSPENSION SYSTEM 15 LOCATED TO ACCOMMODATE FITTINGS AND UNITS OF EQUIPMENT WHICH 15 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. 5. 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 DEFECT 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. 8. INSTALL HOLD -DOWN CLIPS WHERE REQUIRED BY APPLICABLE CODES AND WHERE CEILING 15 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 096429 - WOOD STRP AND PLANK 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 15 COMPLETED AND SURROUNDING AIR HAS MAXIMUM MOISTURE CONTENT OF 40 PERCENT. PROVIDE PERMANENT HEAT, LIGHT AND VENTILATION PRIOR TO INSTALLATION. 1. MAINTAIN ROOM TEMPERATURE BETWEEN 60 -90 DEGREES F, NUMIDITY 25 -50 FOR PERIOD OF SEVEN DAYS PRIOR TO DELIVERY OF MATERIALS C. MANUFACTURER: PERMAGRAIN D. WOOD: AS INDICATED ON DRAWINGS, TONGUE AND GROOVED EDGES WITH SHOP APPLIED ACRYLIC IMPREGNATED FINISH INTENDED FOR DIRECT ADHESIVE APPLICATION TO CONCRETE. E. ADHESIVE: TYPE AS RECOMMENDED BY MANUFACTURER TO ENSURE MAXIMUM DURABILITY OVER TIME; NONTOXIC, WATERPROOF TYPE SUITABLE FOR FLOORING, SUBSTRATE, AND ACCEPTABLE TO APPLICABLE AUTHORITIES. F. SUHFLOOR FILLER: UTILIZE PORTLAND CEMENT BASED PRODUCTS FOR FLOOR PREP G. DIVIDER STRIPS: TYPE AS INDICATED IN DETAILS. H. PREPARATION: BROOM CLEAN SUBSTRATE SURFACE AND ENSURE FLOOR SURFACE I5 SMOOTH AND FLOAT TO PLUS OR MINUS 1/8" PER 10' -0 ", FREE OF OIL, GREASE, DUST AND FOREIGN SUBSTANCE. USE LATEX FILLER TO PATCH CRACKS AND SMALL HOLES, AND FOR MINOR LEVELING. 1. GRIND CONCRETE WHERE RIDGES AND IRREGULARITIES PROVIDE UNSATISFACTORY SUBSTRATE FOR WOOD STRIP FLOORING. I. INSTALLATION: COMPLY WITN MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTION FOR DIRECT APPLICATION OF WOOD STRIP FLOORING OVER CONCRETE. 1. 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 70 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 h12 SLOPE WHERE FINISHED FLOOR SURFACE CHANGES LEVEL BETWEEN WOOD FLOORING AND ADJACENT FLOORING. 5. PROVIDE MOISTURE BARRIER AS RECOMMENDED BY VENDOR. SE ON 096519 - RESILENT TILE FLOORING A. GENERAL: ACCESSORIES . SUBMITTALS: FURNI5 VIDE RESILIENT TILE FLOORING SYSTEM AND RESILIENT = - E, WITH BASE COLOR AND PATTE SELECTED. C. PROJECT CONDITIONS: ENSURE FL VARIATION OF 1/8" IN 10' -0 "; ENSURE NEGATIVE ALKALINITY, CARBONIZING AND D. RESILIENT TILE: 12" X 12" BY 1/6" FI066, COMPOSITION 1; COLOR 1. MANUFACTURERS: TARKETT INC., OR FLAMM RADIANT PA REQUIRED FOR COMPLETE FINISHED INSTALLATI ODUCT DATA AND SAMPLES OF E • TYPE OF FLOORING AND SURFACES = ' E SMOOTH AND FLAT WITH MAXIMUM CR FLOORS ARE DRY AND EXHIBIT STING. ICK; VINYL POSITION TILE CONFORMING TO ASTM D PATTERN AS ND TED IN FINISH SCHEDULE. OCK INDUSTRIES, INC.; STRONG WORLD INDUSTRIES, INC.; OVED EQUAL. ITY: PROVIDE MATERIALS TESTED UNDER ASTM - = FLOORING TEST, WITH RESULTS OF 0.45 WATTS /CM2 OR HIGHER. 2. - RESISTANCE: PROVIDE MATERIALS TESTED UNDER ASTM D2047, JAME WITH MINIMUM 0.6 RATING FOR FLOORS. LIP 2470 MARINER SQ. LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 H w 0 W M p La 61 U m Z U7ZV) 0 z p a0WdO Z w Y Q' w Q LI r 0 pa Z m < c W w a LE 0 Q r 1 DENNIS M c;' AEt HEATH STATE OF WASHINGTON) r U 0 2 J ! oz.. " r p w z Nr r/)W W p w z O J zwz z ¢o3 oF N' N a 40 0 c.Y 2F2-0 Y a r a a W w w O Z Z a= w 0r - w O x w 1- z02"'"60 w 0 a r w Z a : 0 - 0 6'1 r Z Z : J Q 0 3 Z 0 V '7 W V) Q U E J 0Z d Z 2 W p F v ) �rm� a o � �wm «z:i: a ¢zx o t4 -x ca�Z w r ? O Z J O a 5 � ziw 0 l_Z 2 -Li CC uwcIi w W W J Y D E COMP; LAq';.? C ":" 0 MAY 1 5 '"rrl REVISIONS: REQUIRED BY: DATE PECE D sl� s� 'n ) r "F "i'Guii' DATE ISSUED: 04/25/08 DESIGNED BY: SW DRAWN BY: CJ CHECKED BY: MJ SPECIFICATIONS DRAWING NUMBER: z 0 H w N z r Od z >- 0 o L,1 r U r 0" - z Z U� a r (.3 a r W Q zrz�1 am! 1� 0 WZp Wd. 0 Q z Y rnz =_ d c� D oW _ m4sv) mp¢ � ce z m�z0 W 7 o O_ w F wr a z a W OCU Ow !! ! � H w 0W C7 y= 0 _z Z U Z 4 � a m o aii W o_ < L. - =H U N vi �W o 0 p z F C J V) W Q U T p W w � 1-(o - -j O = U Q H Q 0 u z Q. < c N En sos C7 C7 w w Q 2 � ¢ Y vi o =o Q o o a'�wZ L OF 00 <Z0J0 0 w 1 ±j i ' CL 0 >-- w Z UI 0 W V) (no F. DGE STRIPS AND ACCESSORIES: RUBBER OR VINYL EDGE STRIPS MATCHING ESILIENT FLOORING; LATEX- MOD PORTLAND CEMENT BASED UNDERLAYM A D PATCHING COMPOUND; NONTOXIC WATER RESISTANT TYPE ADHESIVES. G. SU PR SU AND H. I. SEALE AND WAX: TYPE RECOMMENDED BY FLOORING MANUFACTURER FO MATERI L TYPE AND LOCATION. J. PREPARA ION: CONFORM WITH MANUFACTURER'S RECOMMENDATIONS FO PREPARA ION AND WITH ASTM F710; REMOVE SUBFLOOR RIDGES AND B )MPS; FILL LOW SP • - CRACKS, JOINTS, MOLES AND DEFECTS WITH SUBFLOOR F LER. K. FLOORING I STALLAT ION : CONFORM WITH MANUFACTURER'S RECOMMEN INSTALLATION INSTRUCTIONS; SET FLOORING IN PLACE, PRESS WITH TO ENSURE ULL ADHESION; SCRIBE FLOORING TO WALLS, COLUMNS, APPURTENAN E5, TO PRODUCE TIGHT JOINTS. L. BASE INSTALLATI INSTALLATION INS AND OTHER PERMA REQU I RED. M. EDGE STRIPS: INSTALL WHERE EDGE OF TILE WOULD OTH RWISE BE EXPOSED; BUTT TO FLOORING WIT OUT GAPS; SET IN ADHESIVE. N. CLEANING: CLEAN, SEAL • ND WAX FLOOR IN ACCORDAN WITH MANUFACTURER'S RECOMMENDATIONS. SECTION 098800 - CARPET (WALK - + FF MAT) A. GENERAL: PROVIDE CARPET ' ND ACCESSORIES AS QU IRED FOR COMPLETE FINISHED INSTALLATION. B. STANDARDS: COMPLY WITH CA PET AND RUG INS TUTE (CRI) STANDARDS. 1. M FLAMMABILITY: 0.45 WA' TS /SQ.CM. OR H1 ER, ASTM E648. C. INSTALLER QUALIFICATIONS; APP "OVED BY CAR MANUFACTURER; UPON REQUEST, SUBMIT LETTER FROM ARPET MANU' ACTURER STATING INSTALLER 15 ACCEPTABLE. D. WARRANTY: PROMPTLY REPAIR OR REPLACE ARPET WHICH EX1- 1I81T5 EVIDENCE OF DEFECTIVE MATERIALS OR WORKMA 51-I IP; WARRANTY PERIOD TWO YEARS. E. F. G. ADHESIVE: NONTOXIC TYPE RECOM ENDED BY MANUFACTURERS TO SUIT APPLIC • TION AND H. RESILIENT SASE: FS 5544 -40, 1 /8" GAGE COVED BASE AT HARD FLOOR SURFACES, STRAIGHT (TOP SET) BASE AT CARPET; PROVIDE PREMOLDED END STOPS AND EXTERNAL CORNERS. 2. COLOR: AS INDICATED IN FINISH SCHEDULE. PRIM RS AND ADHESIVES= WATERPROOF NONTOXIC TYPES AS RECOMMENDE FLOO NG MANUFACTURER FOR SPECIFIED MATERIAL AND APPLICATION. 1. INSTALL RESILIEN FLOOR Fl EXPOSED 2. SEE FINISH LAN FOR FLOOR PATTERN DESIRED IN EACH 1. MITER INTERNA: CORNERS; USE PREMOLDED SECTIONS FOR EXTERNAL CORNERS AND ' POSED ENDS; SCRIBE AND FIT TO D'OR FRAMES AND OTHER OBSTRUCTIONS. MANUFACTURERS: CONSTRUCTION SP CIALTI : INC. TYPE: BROADLOOM TUFTED TYPE CA ET; SEAMING AS APPROVED. 1. FACE YARN: SOIL HIDING NYLON, •IX 1-1 OR LATER GENERATION. 2. CONSTRUCTION: DENSE LEVEL L00•' PILE. 3. FACE WEIGHT: MINIMUM 30 OZ /SQ. 4. PRIMARY BACKING: POLYPROPYL E. 5. SECONDARY BACKING: JUTE OR -YNT TIC (MILL OPTION). 6. COLOR AND PATTERN: AS SEL: TED. 7. SPECIAL TREATMENTS: STATI 1. LEVELING AND RAMPING M • ERIAL: LATEX- EM ENT MATERIAL DESIGNED FOR PROVIDING THIN SOLID SU"'FACE FOR LEVEL NG AND MINOR RAMPING OF SUBSURFACE TO ADJACEN FLOOR FINISHES. USE MATERIAL CAPABLE OF BEING APPLIED AND FEA ►HERED OUT TO AD • CENT FLOOR WITHOUT SPALLING. EDGE STRIPS: VINYL OR RU SELECTED. I. PREPARATION: CLEAN FLOO'•S OF DUST, DIRT, SOLV PLASTER AND OTHER SUB'TANCES DETRIMENTAL TO ADHESIVE AND CARPET; LOW FLOORS TO THOROUGH J. USE LEVELING AND RAMP LEVELING AND FOR RAM ADJACENT FLOORING M K. CARPET INSTALLATION INSTALL CARPET IN ACCORDANCE ITH CARPET MANUFACTURER RECO MENDATIONS AND INSTALLATION INS RUCTIONS. 1. PRIME SUBSTR SPREAD ADHE ENSURE PROP 2. APPLY ONLY NOUGH ADHESIVE TO PERMIT PROPER ADP SION OF CARPET BEFORE INITI • L L. EDGING STRIPS: STALL IN ACCORDANCE WITH MANUFACTURER 'ECOMMENDATIONS AND INSTALLATI SECTION 097216 - A. D. E. F. MANUFACTURERS: BURKE OR ROPEE, MOLDED RUBBER BASE. HEIGHT: 6" UNLESS OTHERWISE INDICATED. FLOOR FILLER: WHITE PREMIXED LATEX- CEMENT PASTE DESIGNED FOR VIDING THIN SOLID SURFACE FOR LEVELING AND MINOR RAMPING OR URFACE TO ADJACENT FLOOR FINISHES; MATERIAL CAPABLE OF BEING • 'PLIED FEATHERED OUT TO ADJACENT FLOOR WITHOUT SPALLING. GENERAL: IN FOR COMPLE B. MAINTENAN MATERIAL CLEANING TYPE: V COVERT SPRAA ADHE SUIT PRI RE INIMUM 1/2 TILE AT ROOM AND AREA PERIMETER; FLOORING AT CENTERLINE OF DOOR OPENINGS WH 514 IS DISSIMILAR; INSTALL EDGE STRIPS AT UNP DOES WHERE FLOORING TERMINATES. N INSTRUCTIONS. PROTEC D. - COATED FABRIC WALL COVERING ARPET AND UNDERLAY ECTED SERVICE. ER; MANUFACTURER'S STANDARD COLORS AS NG MATERIAL TO PATCH CRA 5, SMALL HOLES, ING TO PROVIDE FINISHED CAR" ET WITHIN 1/2" OF ERIALS. ALL VINYL WALL COVERING AND PROVIDE ACCESSORI E FINISHED INSTALLATION. C. MANUFAC URER: MAI-IARAM - COBBLE EA. E I NSTRUCTIONS: FURNISH MANUFACTURER'S RECOMMEND AND APPLICATION METHODS, INCLUDING PRECAUTIONS IN ATERIALS WHICH MAY BE DETRIMENTAL TO SURFACES. NYL WALL COVERING CONFORMING TO FS DD -G -408, TYPE II VI G WITH CLOTH BACKING, MINIMUM 24 TO 26 OZ.; WITH MAXIMUM AND SMOKE DEVELOPED, ASTM E84 (UL CLASS A, UBS CLASS I) IVE: NONTOXIC TYPE RECOMMENDED BY WALL COVERING MANUFACTU APPLICATION. ER: PROVIDE NON - STAINING, NON -TOXIC RELEASE COAT PRIMER AS OMMENDED BY WALL COVERING MANUFACTURER. BY ATIONS AND EAVY ROLLER AND OTHER ERMINATE E ADJACENT OTECTED AND N: COMPLY WITH MANUFACTURER'S RECOMM DATIONS AND UCTIONS; APPLY TO WALLS, COLUMN, PI L• TERS, CASEWORK, ENT FIXTURES IN ROOMS AND AREAS WH - E BASE IS TS, OIL, GREASE, PAINT, ROPER PERFORMANCE OF Y DRY. E IF REQUIRED AND AS RECOMMENDE DI BY MANUFACTURER; VE IN QUANTITY RECOMMENDED BY MA UFACTURER TO ADHESION OVER FULL AREA OF INSTAL •T ION . S AS REQUIRED CLEANING E OF L WALL FLAME ER TO PROVIDE PRIMER WHICH ALLOWS REMOVAL OF WALL COVERING FROM GYP •UM BOARD WITHOUT DAMAGING PAPER FACING OF BOARD, AND WITHOUT PREMATURE SEPARATION OF WALL COVERING FROM WALL. XAMINATION: ENSURE SURFACES TO RECEIVE WALL COVERING ARE CLEAN, TRUE AND FREE OF IRREGULARITIES, DO NOT COMMENCE WITH WORK UNTIL SURFACES ARE SATISFACTORY. 1. ENSURE WALL SURFACE FLATNESS TOLERANCE DOES NOT VARY MORE TI-IAN 1 /6" IN 10' -0 ", NOR VARY AT A RATE GREATER THAN 1/16" PER RUNNING FOOT. PREPARATION: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS; FILL NICKS, GOUGES AND OTHER MINOR IMPERFECTIONS OF SUBSTRATES WITH LATEX FILLER; SAND SMOOTH, FLUSH WITH SURFACE; APPLY PRIME COAT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. I. APPLI MANUFACTU APPLY ADHESIVE RECOMMENDATIONS. N: HANDLE AND APPLY WALL COVERING IN ACCORDANCE WIT RECOMMENDATIONS AND INSTALLATION I NSTRUC CCORDANCE WITH ADHESIVE MANUFAC - - R'S 1. USE FABRIC PANELS IN EXA CONSECUTIVE ORDER AS NUMBE 2. HORIZONTAL SEAMS A NO CLOSER THA OUTSIDE C# 1 R. Y MANUFACTURER. OF AN INSIDE CORNER, AND SPACES ABOVE AND BELOW WINDOWS, DOORS, AND SIMILAR SEQUENCE FROM ROLL. S; MIX AND DER • CUT FROM ROLLS; USE ROLLS IN UTTING AT CORNS' • RE NOT ACCEPTABLE; CUT CLOSER THAN 6" OF AN 5 IN SECTION 097716.16 - RIGID-SHEET VINYL WALL COVERINGS (F.R.P. PANELS) A. GENERAL: PROVIDE PREFINISHED GLASS FIBER REINFORCED POLYESTER RESIN FABRICATED WALL PANELS, WITH TRIM PIECES AND ACCESSORIES AS REQUIRED FOR COMPLETE INSTALLATION. B. MANUFACTURERS: KEMLITE COMPANY /KEMLITE FIRE -X GLASBORD PLUS, SEQUENTIA, SET. INC. /STRUCTOGLAS PYRO PANL SYSTEM, OR NUDO PRODUCTS, INC. /FIBER -LITE PANELS, CLASS C. PANELS: FIBERGLASS REINFORCED PLASTIC (FRP) PANEL SYSTEM; NOMINAL 0.090 THICKNESS; WI -IITE. D. TRIM PIECES: MANUFACTURER'S STANDARD MATCHING MOLDINGS AND TRIM PIECES AS REQUIRED FOR COMPLETE, FINISHED INSTALLATION, AND AS REQUIRED FOR JOINTS, CORNERS AND PANEL EDGES. E. ADHESIVE: MANUFACTURER'S RECOMMENDED NONTOXIC, WATERPROOF ADHESIVE SUITABLE FOR SUBSTRATES INDICATED. F. PRIMER: PROVIDE NON- STAINING RELEASE COAT PRIMER AS RECOMMENDED BY WALL PANEL MANUFACTURER WHERE PANELS ARE APPLIED TO GYPSUM BOARD. 1. FIRE - RATING: CLASS I (UL CLASS A), MAXIMUM 25 FLAME SPREAD, 25 SMOKE GENERATION BASED ON ASTM E84 INSTALLATION. MECHANICAL FASTENERS: CONCEALED TYPE ONLY; TYPES AS RECOMMENDED BY SYSTEM MANUFACTURER. H. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE REQUIREMENTS FOR FIRE RATINGS. CORE 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 AND REQUBRED 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 099000 - PAINTING AND COATING A. GENERAL: PROVIDE PAINTING OF EXPOSED ITEMS AND SURFACES NOT PREFINISPED, AS REQUIRED FOR COMPLETE FINISHED INSTALLATION B. SURFACES NOT TO BE PAINTED: PREFINISHED ITEMS; CONCEALED AND INACCESSIBLE AREAS, CODE- REQUIRED LABELS. C. STANDARDS: PROVIDE MATERIALS APPROVED FOR USE BY APPLICABLE AIR QUALITY MANAGEMENT DISTRICT FOR LIMITATIONS OF VOLATILE ORGANIC COMPOUNDS FOR ARCHITECTURAL COATINGS. D. SUBMITTALS: FURNISH PRODUCT DATA AND SAMPLES. 1. DUPLICATED 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. F. MANUFACTURER: BENJAMIN MOORE G. MATERIAL QUALITY: PROVIDE TOP LINE QUALITY COMMERCIAL GRADE (PROFESSIONAL PAINTER_ PAINTS; MATERIALS NOT BEARING MANUFACTURER'S IDENTIFICATION AS A BEST -GRADE PRODUCT SHALL NOT BE ACCEPTABLE. 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. H. COLORS AND FINISHES: PURE, NON- FADING, APPLICABLE TYPES TO SUIT SERVICE INDICATED; NO LEAD CONTENT PERMITTED. I. PREPARATION: PERFORM PREPARATION AND CLEANING PROCEDURES IN ACCORDANCE WITH PAINT MANUFACTURER'S INSTRUCTIONS AND AS SPECIFIED FOR SUBSTRATE CONDIT ION. 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. 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. 2. FINISH DOORS ON TOPS, BOTTOMS AND SIDE EDGES SAME AS FACES. PROVIDE EXTRA ATTENTION TO ASSURE DRY FILM THICKNESS AT CORNERS AND CREVICES IS EQUIVALENT TO THAT OF FLAT SURFACES. 3. PAINT SURFACES BEHIND MOVABLE EQU IPMENT AND FURNITURE SAME AS 51MILAR EXPOSED SURFACES; PAINT SURFACES 5E14 IND 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. K. SCHEDULING PAINTING: APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, PRETREATED OR PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER PREPARATION. 1. ALLOW TIME BETWEEN SUCCESSIVE COATINGS TO PERMIT PROPER DRYING. DO NOT RECOAT UNTIL PAINT FEELS FIRM AND DOES NOT DEFORM OR FEEL STICKY UNDER MODERATE THUMB PRESSURE. L. MINIMUM COATING THICKNESS: APPLY MATERIALS AT NOT LESS THAN MANUFACTURER'S RECOMMENDED SPREADING RATE, TO ESTABLISH A TOTAL DRY FILM THICKNESS AS RECOMMENDED BY COATING MANUFACTURER. M. PRIME COATS: APPLY TO ITEMS NOT PREVIOUSLY PRIMED; RECOAT PRIMED AND SEALED SURFACES WHERE THERE 15 EVIDENCE OF SUCTION SPOTS OR UNSEALED AREAS IN FIRST COAT. N. FINNISH COATS: PROVIDE EVEN TEXTURE; LEAVE NO LAPS, IRREGULARITY IN TEXTURE, SKID MARKS, OR OTHER SURFACE IMPERFECTIONS. 0. PAINT SYSTEM: PROVIDE MINIMUM TWO COAT PLUS PRIMER SYSTEMS. I. EXT. PAINTED METAL: SEMI -GLOSS 100% ACRYLIC. 2. GYPSUM BOARD WALLS: EGGSHELL (SATIN) LATEX EMULSION. GYPSUM BOARD CEILINGS: FLAT LATEX EMULSION. 4. TOILET ROOM WALLS AND CEILINGS: SEMI -GLOSS ACRYLIC ENAMEL. 5. INT. PAINTED METAL: SEMI -GLOSS 100% ACRYLIC. 6. CONCRETE FLOORS: CLEAR PENETRATING SEAL; ONE COAT SYSTEM ACCEPTABLE. 7. FLOOR STRIPES: TRAFFIC BEARING, NON -SLIP STRIPE PAINT; ONE COAT SYSTEM ACCEPTABLE. 8. SHEENS: COMPLY WITH ASTM D523, REFLECTANCE OF PAINT. P. CLEAN -UP: DURING PROGRESS OF WORK, REMOVED DISCARDED PAINT MATERIALS, RUBBISH, CANS AND RAGS FROM SITE AT END OF EACH WORK DAY. 3. 1, CLEAN GLASS AND PAINT - SPATTERED SURFACES IMMEDIATELY BY PROPER METHODS OF WASHING AND SCRAPING, USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. Q. PROTECTION: PROTECT WORK OF OTHER TRADES, WHETHER TO BE PAINTED OR NOT; CORRECT DAMAGE BY CLEANING, REPAIRING OR REPLACING, AND REPAINTING, AS ACCEPTABLE TO OWNER'S PROJECT MANAGER. 1. PROVIDE "WET PAINT" SIGNS TO PROTECT NEW LY- PPAINTED FINISHES. 2. REMOVED 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, TOUCHUP AND RESTORE DAMAGED SURFACES OR DEFACED PAINTED SURFACES. DIVISION 10: SPECIALTIES SECTION 102113.13 - METAL TOILET COMPARTMENTS A. GENERAL: PROVIDE FLOOR MOUNTED METAL TOILET COMPARTMENTS AND WALL MOUNTED URINAL SCREENS WITH ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION, COORDINATE WITH TOILET ACCESSORIES. 1. COORDINATE WITH TOILET ACCESSORIES. B. CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING ACCESS FOR PERSONS WITH DISABILITIES. C. SUBMITTALS: SUBMIT PRODUCT DATA, S1-10P DRAWINGS, AND SAMPLES_ D. MANUFACTURERS: SANYMETAL, GLOBAL, OR FLUSH METAL. E. TYPE: FLOOR MOUNTED TOILET PARTITIONS AND WALL MOUNTED URINAL SCREENS. 1. FINISH: STANDARD BAKED ENAMEL FINISH COLOR AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL LINE OF COLORS. F. PILASTER SHOES: 3" HIGH; ASTM A666, TYPE 302/304, NO. 4 POLISHED FINISH; STAINLESS STEEL G. ATTACHMENTS, SCREWS AND BOLTS: STAINLESS STEEL; TAMPER PROOF TYPE; HEAVY DUTY EXTRUDED ALUMINUM BRACKETS. H. HARDWARE: MANUFACTURER'S STANDARD CHROME PLATED OR SIMILAR FINISH. 1. HINGES: NONFERROUS CAST PIVOT HINGES, GRAVITY TYPE, ADJUSTABLE FOR DOOR CLOSE POSITIONING. 2. LATCH: SLIDE LATCH; DOOR STRIKE AND KEEPER WITH RUBBER BUMPER. 3. COAT HOOK/BUMPER: CAST ALLOY CHROME PLATED COMBINATION UNIT. 4. WALL BUMPER: CAST ALLOY WALL MOUNTED RUBBER BUMPER FOR OUT SWINGING DOORS. 5. PULLS: COMPLY WITH REQUIREMENTS FOR PROVIDING ACCESS FOR PERSONS W ITH DISABILITIES. I, INTERNAL REINFORCEMENT: PROVIDE INTERNAL REINFORCEMENT IN AREAS OF ATTACHED HARDWARE AND FITTINGS; MARK LOCATIONS OF REINFORCEMENT FOR PARTITION MOUNTED WASHROOM ACCESSORIES. J. PREPARATION: EXAMINE SITE CONDITIONS TO WHICH WORK 15 TO BE APPLIED; TAKE SITE DIMENSIONS AFFECTING T1-I I5 WORK. 1, ENSURE CORRECT SPACING AND SIZE OF PLUMBING FIXTURES; TAKE SPECIAL NOTE OF FIXTURES IN COMPARTMENTS INDICATED TO BE DESIGNED FOR PERSONS WITH DISABILITIES TO ASSURE CLEARANCES COMPLYING WITH ACCESS REGULATIONS. K. INSTALLATION: INSTALL UNITS IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS, SECURE, PLUMB, LEVEL, AND SQUARE; LEAVE 1/2" SPACE BETWEEN WALL, PANELS AND END PILASTERS. 1. ADJUST HINGES TO LOCATE DOORS IN PARTIAL OPEN POSITION WHEN UNLATCHED, EXCEPT ADJUST HINGES TO RETURN DOORS TO CLOSED POSITION AT STALLS DESIGNED FOR USE BY PERSONS WITH DISABILITIES. 2. ANCHOR URINAL SCREEN PANELS TO WALLS WITH TWO PANEL BRACKETS. L. CLEANING: FIELD TOUCHUP OF SCRATCHES AND DEFACED FINISHES WILL NOT SE PERMITTED; REPLACE DAMAGED, SCRATCHED AND MARRED DEFECTIVE MATERIALS WITH NEW, UNDAMAGED MATERIALS; REMOVED PROTECTIVE MASKING; CLEAN SURFACES FREE OF OIL AND IMPERFECTIONS. SECTION 102613 - CORNER GUARDS A. GENERAL: INSTALL STAINLESS STEEL CORNER GUARDS WITH ATTACHMENT DEVICES AND ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. MANUFACTURERS: AMERICAN DISPENSER/599, BOOR ICK /8633, BRADLEY /q91 OR PARKER /NO. 7. C. TYPE: STAINLESS STEEL UNITS WITH SATIN FINISH, 3 -1/2" X 3 -1/2" X 40 HIGH CORNER GUARDS; MINIMUM 18 GAGE. PAINT GRIP FINISH AT SALES FLOOR. D. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS. SECTION 102813 - TOILET ACCESSORIES A. GENERAL: PROVIDE TOILET ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING ACCESS FOR PERSONS WITH DISABILITIES. C. MANUFACTURERS: BOBRIGK, BRADLEY, OR AMERICAN SPECIALTIES. D. 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. E. MATERIALS: STAINLESS STEEL, ASTM A666, COMMERCIAL GRADE, TYPE 302/304, NUMBER 4 SATIN FINISH, SATIN CHROME ACCEPTABLE WHERE STAINLESS STEEL 15 NOT AVAILABLE FOR ACCESSORY ITEM SCHEDULED; GAGES AS STANDARD WITH MANUFACTURER OF SPECIFIED ITEMS. 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 GRIN SMOOTH JOINTS OF FABRICATED COMPONENTS; FORM EXPOSED SURFACES FROM ONE SHEET OF STOCK, FREE OF JOINTS. I. FABRICATE UNITS WITH TIGHT SEAMS AND JOINTS, EXPOSED EDGES ROLLED; HANG DOORS AND ACCESS PANELS WITH CONTINUOUS PIANO HINGES; PROVIDE CONCEALED ANCHORAGE WHERE POSSIBLE. 2. PROVIDE STEEL ANCHOR PLATES AND ANCHOR COMPONENTS FOR INSTALLATION. 3. FORM SURFACES FLAT WITHOUT DISTORTION; MAINTAIN FLAT SURFACES WITHOUT SCRATCHES AND WITHOUT DENTS; FINISH EXPOSED EDGES EASED, FREE OF SHARP EDGES WHERE POTENTIAL EXISTS FOR PHYSICAL CONTACT. 4. HOT DIP GALVANIZE FERROUS METAL ANCHORS AND FASTENING DEVICES. 5. SHOP ASSEMBLE COMPONENTS; PACKAGE COMPLETE WITH ANCHORS AND FITTINGS. G. INSTALLATION: COMPLY WI MANUFACTURER RECOMMENDATIONS AND APPLICABLE CODES AND REGULATIONS. SECTION 105100 - LOCKERS A. GENERAL: INSTALL OWNER FURNISHED METAL LOCKERS; PROVIDE ACCESSORIES AS REQU 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 105626 - MOBILE STORAGE SHELVING A. GENERAL: INSTALL. OWNER FURNISHED MOVABLE COMPACT STORAGE SYSTEM; PROVIDE ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. B. EXAMINATION: EXAMINE SUBSTRATES AND CONDITIONS UNDER WHICH COMPACTED STORAGE SYSTEM 15 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 WITH MANUFACTURER'S RECOMMENDATIONS AND INSTALLATIONS 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. TOUCHUP 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 ' l INGS A. GENERAL: G.C. TO COORDINA PROJECT MANAG DET A ONTRACTOR TO PROVIDE BL INSTALLATION WITH OWNER'S 5 REQUIRED PER 2470 MARINER SQ, LOOP ALAMEDA, CA 94501 TEL 510.865.8663 FAX 510.865.1611 DENNIS MICHAEL HEATH STATE OF WASHINGTON y+ w O } v:c� mz 17- 0 - , c :nd p :vl W < OW a zo z V Z w p H W O w = Nz = O w Z = :',,, �, v < _ O w w z a w a rz O d L Ce Ww0:na2PZw w� r w� �N O- oc � T aW W W wh Q Z!Lux F La - W oa 'nr na ° � O N�o == Q ce O W O w 7 _ T 7 )- 0 a r a N z G:; `n 3 w0 � jz� �vip � a � a o� In za :-:. m :C d m 0 V - W W V) - x - ¢ = =0Z Z Z p N I_D .,"L . a 1- 0 0 a a _1 :. <�cjW000 <aa0 ~LLOm C0Dp v! wz ac 0 i 0 w 0aa }p °wz c�z���a ca oFyw W Z pd= w N ar= i- v < '- m 0 � _ D.< �- 7 a V } a /J 4. pY J wpm 0 a=3GJw I- a¢iy��p <Vr pr -w w cnzEW arn0 Sd =c - W � � :- O Ora=z z U' Oz �C]¢ LL - W -- 0 Z o.a 3 w 0 a } azzzw r vi' c - 51 ¢=w ; 2 3 w - a rnrrx cn z O0 ' I- VV a?0� 0 z 0 z En J_ 1- REVISIONS: CiFCEEE 61V OF 119K"'Lr' Ode a GEtNii l .`'' DRAWING NUMBER: REQUIRED BY: DATE a w ~ Z 0 0 w W V m - O� - w Q ¢ ' c m w w } ¢ N ~ W O a 0 z d w z W a VJ a z d Y V Z az rnavg p = 0 ¢ 7 ~ ❑ = oa a �� [70 Y 3 0 V d p W ¢ z a a 0ww w Q Q V O J O W 1 - - 000 ( Z .7 ¢ f w n CC - a ~ W 0 7 w::821 E:2 V vl= dca p z 2 Z Uz °- W W CC W DATE ISSUED: 04/25/08 DESIGNED BY: SW DRAWN BY: CJ CHECKED BY: M J SPECIFICATIONS r DESIGN CRITERIA BUILDING CODE: IBC 2006 W/ WA. AMMENDMENTS 1. DESIGN LIVE LOADS 2. DESIGN WIND LOADS 3, SEISMIC GENERAL S A. FLOOR LOADS 1.1. STORAGE LEDGE =125 PSF B. ROOF LOADS 1.1. MINIMUM ROOF LIVE LOAD 1.2. GROUND SNOW LOAD 1.2.a. SNOW EXPOSURE FACTOR (CE) I.2.b. SNOW IMPORTANCE FACTOR (19) 1.3. DESIGN ROOF LIVE LOAD A. BASIC WIND SPEED (3 SECOND GUST) 2.1. EXPOSURE 2.2. IMPORTANCE FACTOR (I W) 5 = .489 5 = 1.43 Sp = .953 SDI = .492 SEISMIC IMPORTANCE FACTOR (LE) SEISMIC USE GROUP SEISMIC DESIGN CATEGORY SEISMIC SITE CLASS 1 1 ID ID (PRESUMED) = 25 PSF 25 PSF 1.0 = 25 PSF =85MPH =B - 1.0 1. TI-IE 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 TI-IE STRUCTURE 15 BRACED FOR WIND, SEISMIC, GRAVITY, CONSTRUCTION LOADS, ETC. AND THAT NO HORIZONTAL OR VERTICAL SETTLEMENT OR ANY DAMAGE OCCURS TO TI-IE 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 15 LOCATED IN TI-IE EMPLOY OF TI-IE CONTRACTOR. 2. FALL PROTECTION SUPPORT FROM PERIMETER COLUMNS SHALL BE PROVIDED IN ACCORDANCE WITH OSHA REQUIREMENTS AS REQUIRED. SUCH MATERIAL SHALL REMAIN TI-IE CONTRACTOR'S PROPERTY AFTER COMPLETION OF THE PROJECT. 3. IT 15 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 TI-IAT 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 TN CONSTRUCTION MEANS AND METHODS EMPLOYED. 5. 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. 514ORING 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 SI -IALL 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 TI-IE STRUCTURAL DRAWINGS SI-IALL BE BROUGHT TO TI-IE ENGINEER'S ATTENTION FOR REVIEW. 7. THE EXISTING CONDITIONS SHOWN ON THESE DOCUMENTS WERE BASED EXISTING STRUCTURAL DRAWINGS PREPARED BY JOHN GRAHAM AND COMPANY DATED I1 -11 -1966. THE CONTRACTOR 15 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 TI-IE WORK IN QUESTION. S. 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 TI-IE 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 TI-IE OWNER. 10. DETAILS LABELED "TYPICAL DETAILS" ON DRAWINGS APPLY TO SITUATIONS OCCURRING ON THE PROJECT TI-IAT 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. STRUCTURAL STEEL 1. DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO THE LATEST AISC SPECIFICATIONS. STRUCTURAL STEEL: (M, S C SHAPES) ASTM A36 UNO (PLATE, ANGLES) ASTM A36 UNO ALL STRUCTURAL STEEL SHALL BE PRIMED WHITE OR LIGHT GRAY; ASPHALTIC PAINTS ARE NOT ACCEPTABLE. 2. CONNECTIONS SHOWN ON THESE DRAWINGS ARE GENERALLY SCHEMATIC. THEY ARE INTENDED TO DEFINE THE SPATIAL RELATIONSHIP OF THE FRAMED MEMBERS AND SHOW A FEASIBLE METHOD OF MAKING THE CONNECTION. ANY CONNECTION TI-IAT 15 NOT SHOWN OR IS NOT COMPLETELY DETAILED ON THE STRUCTURAL DRAWINGS SI-IALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER, RETAINED BY THE FABRICATOR. DETAILS AND CONNECTIONS MAY BE DESIGNED TO CONFORM TO AISC MANUALS SECOND EDITION -LRFD OR NINTH EDITION -ASD. COMPLETELY DETAILED MEANS THE FOLLOWING INFORMATION 15 SHOWN ON TI-IE SHOP DETAIL DRAWINGS: A. ALL PLATE DIMENSIONS AND GRADE. B. ALL WELD SIZES, LENGTHS, PITCHES AND RETURNS. C. ALL HOLE SIZES AND SPACINGS. D. NUMBER AND TYPE OF BOLTS: WHERE BOLTS ARE SHOWN BUT NO NUMBER 15 GIVEN, THE CONNECTION HAS NOT BEEN COMPLETELY DETAILED. E. NHERE PARTIAL INFORMATION IS GIVEN, IT SI-IALL SE THE MINIMUM REQUIREMENT FOR CONNECTION. F. METHOD OF DESIGN. 3. DETAILS AND CONNECTIONS COMPLETELY DETAILED IN THE CONTRACT DRAWINGS MAY NOT BE ALTERED WITHOUT WRITTEN APPROVAL BY THE ENGINEER. NHERE APPROVED, ALTERED CONNECTIONS SHALL BE COMPLETELY DETAILED BY THE FABRICATOR'S ENGINEER CLEARLY ON THE SHOP DRAWINGS. .4. ALTERATIONS OF SCHEMATIC CONNECTION DETAILS MAY IMPACT ARCHITECTURAL CONCEPT AND SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. 5. MINIMUM CONNECTION PLATE TI-IICKNE55 SHALL BE 3/8 ", UNLESS OTHERWISE INDICATED IN THE CONTRACT DRAWINGS. 6. ALL OTHER BOLTS NOT DESIGNATED AS SLIP CRITICAL BOLTS SHALL BE CONSIDEREDBEARING BOLTS. DO NOT OVER TIGHTEN BEARING BOLTS, ESPECIALLY FOR BEAMS TO SUPPORT CONCRETE SLABS. TIGHTEN BEARING BOLTS TO A SNUG CONDITION ONLY, PER AISC SPECIFICATIONS. 7. ALL WELDING SHALL HE DONE USING E -70XX ELECTRODES IN ACCORDANCE WITH THE LATEST AWS SPECIFICATIONS. 8. WORK THESE DRAWINGS WITH ARCHITECTURAL DRAWINGS FOR NAILER HOLES AND ARCHITECTURAL CLEARANCES. 9. GENERAL CONTRACTOR SHALL VERIFY ALL MECHANICAL UNIT WEIGI -ITS AND OPENING SIZES AND LOCATIONS WITH MECHANICAL CONTRACTOR AND VENDOR'S DRAWINGS FOR ACTUAL MECHANICAL UNIT PURCHASED. 10. SPLICING OF STRUCTURAL MEMBERS WHERE NOT DETAILED ON TI-IE DRAWINGS 15 PROI- IIBITED WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. 11. CUTS, HOLES, COPING, ETC. REQUIRED FOR WORK OF OTHER TRADES SHALL BE SHOWN ON THE SHOP DRAWINGS AND MADE IN THE SHOP. CUTS OR BURNING OF HOLES IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED, UNLESS SPECIFICALLY APPROVED IN EACH CASE 8Y THE STRUCTURAL ENGINEER. STRUCTURAL STEEL (CONT.) 12. ALL WELD SIZES NOT SHOWN IN DETAILS HEREIN SI-IALL BE THE MINIMUM REQUIRED SIZE BASED ON THICKNESS OF THICKER PART AS PER AISC NINTH EDITION, TABLES J2.3 J2.4. EXCEPTION: AT MEMBER SPLICES WELDS OR BOLTS SHALL DEVELOP FULL STRENGTH OF THE MEMBER OR COMPONENTS BEING CONNECTED. 13. ALL AROUND WELDS INDICATED HEREIN 514ALL BE DISCONTINUOUS AT THE FLANGE TIPS OF OPEN SECTIONS. 14. ANY ALTERATION MADE BY THE DETAILER ON THE STRUCTURAL STEEL SHOP DRAWINGS TO SCHEMATIC OR COMPLETELY DETAILED CONNECTIONS S1 -TOWN ON THE CONTRACT DRAWINGS TO SCHEMATIC OR COMPLETELY DETAILED CONNECTIONS SHOWN ON THE CONTRACT DRAWINGS MUST BE CLEARLY IDENTIFIED BY CLOUDING OR BY DIRECT NOTE ON THE SHOP DRAWING BY THE DETAILER PRIOR TO SUBMISSION TO THE ENGINEER. 15. ANY MEMBER SIZES SHOWN ON THE PLANS, AND CURRENTLY LISTED IN TI-IE AISC, ASD, OR LRFD MANUAL OF STEEL CONSTRUCTION, LATEST EDITION, WHICH ARE NOT CURRENTLY AVAILABLE MUST BE BROUGHT TO THE ARCHITECT AND STRUCTURAL ENGINEERS ATTENTION PRIOR TO AWARD OF STEEL CONTRACT. NO CLAIM FOR ADDITIONAL COST WILL BE ACCEPTED AFTER TI-IE AWARD, FOR MEMBER/BUILT UP MEMBER SUBSTITUTIONS FOR THESE SIZES. 16. ALL 4x4x5/16 ANGLES REQUIRED FOR ROOF UNITS AND ROOF OPENINGS OVER I2 "x12" TO BE SUPPLIED BY STRUCTURAL STEEL FABRICATOR AND BE COORDINATED BY GENERAL CONTRACTOR WITH THE MECHANICAL DRAWINGS AND MECHANICAL EQUIPMENT SUPPLIER. 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 51-1ALL BE GALVANIZED. 5. ALL CONNECTIONS SHALL SE SCREWED OR WELDED. POWDER DRIVEN FASTENERS ARE NOT ACCEPTABLE FOR ANY STRUCTURAL APPLICATIONS. 6. MEMBER WEB OPENINGS SI -TALL BE POSITIONED A MINIMUM OF 10" FROM CONNECTIONS. 7. ALL WELDS SHALL BE TOUCHED UP WITH ZINC -RICH PAINT. 8. AT WALL LOCATIONS WHERE MULTIPLE STUDS ARE REQUIRED TO SUPPORT VERTICAL LOADS, A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO SUPPORT T1-405E LOADS THROUGH THE STRUCTURE INCLUSIVE OF TI-IE 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. 9. OSB OR PLYWOOD SHEATHING SHALL BE ATTACHED TO LIGHT GAGE FRAMING WITH #10 TEK SCREWS AT 8" O.C. (UNO). TI-IE SCREWS 51-IALL BE OF SUFFICIENT LENGTH TO PENETRATE T1ROUGI -I THE COLD - FORMED STEEL FRAMING MEMBER SY AT LEAST THREE EXPOSED THREADS. ALL SCREWS SHALL BE HOT DIPPED GALVANIZED PER ASTM AI53 WHEN SHEATHING IS PRESSURE TREATED OR FIRE RETARDANT TREATED. 10. ALL SHEATHING SHALL BE APA RATED SHEATHING. SPECIAL INSPECTIONS 1. IN ADDITION TO THE REGULAR INSPECTIONS, THE FOLLOWING ITEMS WILL ALSO REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH THE BUILDING CODE. A. FIELD WELDING 2. SPECIAL INSPECTOR SHALL MEET THE QUALIFICATIONS AS STATED IN THE BUILDING CODE AND SHALL PERFORM THE DUTIES AND RESPONSIBILITIES AS OUTLINED IN THE BUILDING CODE. GENERAL NOTES N.T.S. L ABBREVIATIONS A.B. ADD'L. AFF ARCH. BLDG. BLK. BM. BOT. BRDG. ERG. BTJ CANT'L. C.I.P. C.J. CLR. CMU COL. CONC. CONSTR. CONT. C.Y. DET. DIAG. or DIA. DJ DK. D.L. DWG. DWLS EA. E.F. E.J. EL. ELEV. E.S. 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 DIAMETER DOUBLE JOIST DECK DEAD LOAD DRAWING DOWELS EACH EACH FACE EXPANSION JOINT ELEVATION ELEVATOR EACH SIDE EQ. EQUAL EQUIP. EQUIPMENT E.W. 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.5. FAR SIDE OR FOOTING STEP FT. FEET FTC. FOOTING GA. G.B. G.C. GALV. HE'D. HORIZ. I .F. INT. J/B JST. JT. k L.L. (LLH) (LLV) MA5. MC MECH. MFR. MIL. (N) (NIC) N.5. NT5 O.C. O.F. 0/0 OPP. PC PLCS. P.S.F. P.S.I. RAD. R.D. GAUGE REINF. GRADE BEAM REQ'D. GENERAL CONTRACTOR RET. GALVANIZED SECT. HEADED SIM. HORIZONTAL S.O.G. INSIDE FACE SPA. INTERIOR SQ. JOIST BEARING STIFF. JOIST STL. JOINT STRUCT. KIP 5W LIVE LOAD SYM. LONG LEG HORIZONTAL T/ LONG LEG VERTICAL TYP. LONG WAY UNO MASONRY VERT. MOMENT CONNECTION W.P. MECHANICAL W.W.F. MANUFACTURER W/ METAL NEW NOT IN CONTRACT NEAR SIDE NOT TO SCALE ON CENTER OUTSIDE FACE OUT TO OUT OPPOSITE PRECAST CONCRETE PLATE PLACES POUNDS /SQUARE FOOT POUNDS /SQUARE INCH RADIUS ROOF DRAIN REINFORCING REQUIRED RETAINING SECTION SIMILAR TO SLAB ON GRADE SPACES SQUARE STIFFENER STEEL STRUCTURAL SHORT WAY SYMMETRICAL TOP OF TYPICAL UNLESS NOTED OTHERWISE VERTICAL WORK POINT WELDED WIRE FABRIC WITH ABBREVIATIONS CODED NOTES: 0 DBL 6" DP, 16 GA BEAM WITH 3 5/8 ", 18 GA TRACK TOP 4 BOTTOM 0. NOT USED ® DBL 10" DP, 16 GA BEAM WITH 3 5/8 ", 18 GA TRACK TOP 4 BOTTOM ® DBL 14" DP, 16 GA BEAM WITH 3 5/8 ", 18 GA TRACK TOP # BOTTOM. (PROVIDE 14 GA WEB STIFFENER AT ALL BEAM BEARING POINTS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.) #12 SCREW @ 12 "c /c #12 SCREW @ I2 "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. 0 NOT USED #12 SCREW ® NOT USED I2 c/c ® NOT USED to NOT USED #12 SCREW @ 12 "c /c, TYP CODED NOTES N.T.S. K STRUCTURAL NOTES: CONTROLLING BUILDING CODE: IBC 20% W/ WA. REQUIREMENTS. A. LIGHT GAGE FRAMING I. COLD FORMED STEEL FRAMING SHALL CONFORM TO REQUIREMENTS OF THE LATEST EDITION OF AISI "SPECIFICATION FOR DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS ". 2. ALL MEMBERS SI-IALL BE FORMED FROM CORROSION- RESISTANT STEEL MEETING ASTM A653 -94, AND THEN ZINC COATED PER ASTM A523, GRADE G -90. 3. ALL COLD FORMED MEMBERS SHALL COME FROM A SINGLE MANUFACTURER, "CLARK" OR EQUAL. THE INSTALLATION SHALL COMPLY WITH TI-IE MANUFACTURER'S RECOMMENDATIONS. MINIMUM LIGHTGAGE METAL STUD AND JOIST PROPERTIES SHALL BE AS FOLLOWS: - PROVIDE DEPTH AND GAGE THICKNESS PER DRAWINGS. - UNLESS NOTED, JOISTS AND STUDS SI-IALL HAVE A FLANGE WIDTH OF I 5/8 ", WITH 1/2" RETURN LIP. - UNLESS NOTED, TRACK GAGE SHALL EQUAL STUD GAGE. STANDARD TRACK FLANGE WIDTH SHALL EQUAL 1 1/4 ", AND DEEP LEG TRACK FLANGE WIDTH SHALL EQUAL 2 ". 4. BASE TRACKS SHALL BE SET ON SMOOTH AND LEVEL CONCRETE OR NON- SHRINK GROUT SUCH AS "MASTERFLOW 713" BY MASTER BUILDERS. 5. FASTENING OF COMPONENTS SHALL BE WITH SELF - DRILLING CApMIUM PLATED OR ZINC COATED SCREWS (UNLESS NOTED). SCREWS SHALL BE OF SUFFICIENT SIZE TO ENSURE TI-IE STRENGTH OF THE CONNECTION. 6. SPLICES IN FRAMING COMPONENTS OTHER THAN BOTTOM WALL TRACK ARE NOT PERMITTED. 7. STUDS SHALL BE INSTALLED 50 THE ENDS ARE POSITIONED AGAINST THE INSIDE OF THE RUNNER TRACK WEB PRIOR TO FASTENING AND SHALL BE ATTACHED TO BOTH FLANGES OF THE UPPER AND LOWER RUNNER TRACKS, WITH (1) -#8 SCREW IN EACH FLANGE OF EACH STUD, UNLESS NOTED. C. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ", LATEST EDITION. 2. WELDED CONNECTIONS SI-IALL CONFORM TO TI-IE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, ANS DI.1. WELDING ELECTRODES SHALL BE E70XX, LOW HYDROGEN. 3. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF TI-IE "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" AS APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS ADOPTED NOVEMBER 13, 1985. SEE SECTIONS AND DETAILS FOR SPECIFIC CONNECTION REQUIREMENTS. 4. STRUCTURAL STEEL BEAMS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A992, Fy = 50 KSI. STEEL TUBE SHALL CONFORM TO THE REQUIREMENTS OF ASTM A500, GRADE 8, Fy = 46 KSI. STEEL PIPE SI-IALL CONFORM TO THE REQUIREMENTS OF ASTM A501, Fy = 36 K51. ALL OTHER STEEL SHAPES, PLATES, ETC., 514ALL CONFORM TO THE REQUIREMENTS OF ASTM A36, Fy 36 K5I . CAJT I N PLACE C �U L.JY11 -.7, rI Irr"T - r - rP --OR - -STA N LE r 11 0 II II ✓ r II ✓ ARS J II J rri1Yf AI r ✓ ✓ CT ArAlkJC ... 1 r148r111 \✓ CTRUCTION C 'Vnf Vlv IIF' 1 V r5✓ 1 1 1 4 1V, J OO .iIn.111e.w r J r 11 WIMI !1C IlrriYrIC11^A -I n�lr rnn wRArn \lrnt r'7 - T - , l# 1 I]']r/]" II J .5 ✓ 5 , J LEEVEJ, w ✓ r ✓ ✓1 r NCRETE- r r ✓ V I n 1_I - .YYI J 8. WHEN A FOUNDATION DOWEL DOEC NOT LINE U1' WIT rl 1 A 1 1 AIn7 rlr rl nTrPY MnI�C 71 I A ►1 n1It 1 II1t'S1'Yn \17 A I r dI UL J r r u A I 1 r J J r IGC1'Y 1 n.0 EGC MENT. 9 HORIZONTAL WALL RE SI-IA II r ., UNL1 Z J 10. SPLICED WIRE REINF O RC1MENT C At 1 GAG-1 11A1 -C rU./'1CC wiUC /1C 1 IIV4fILJ. LMI r41 I ri J J r - I•'A A1r� Anr. II II JVIJ I /'1ru' i-'r 1 LL JJG!-1f�IfV� rL F. SPECIAL INSPECTION 1. SEE GENERAL NOTES IN BOX L r rr EACH SIDE OF TI-IE OPEN TYPICALLY JLJ rilt7ri U SIAIp r,P11AI - r J. 111 II r r l.11r J Jr r J -.7 Clh V LIB I J. J. rrrrinnlr JL6. 1 I V I VJ W. STRUCTURAL NOTES LOCATION PLAN N.T.S. N.T.S. C A •• THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West Streetsboro Road (330) 659 -6688 Ph. Richfield, Ohio 44286 (330) 659 -6675 Fax 5011 1EXPIRES (2.(23105 4..) U !°a- m ° VV)t7 OZ J7 w z wpS c=i7m�w0� Oww° Hm O4JIn oat�°iW cl:E0 - =. W�Z Zwz � O V] J O Iy O a C.1 3 2 U O U ° '- 2 Z O w w�° °wao; w a ZLa -Z pr0awm m 0 1-cc 0 W } a --O �� Nam In�r z�aw OW ww GO � O Ztn m °wTOW Hill Y i ww a��az s ware � al�aN� a° G W W O ZC`JZ (,�� La)- - � 1Z -Z t_z 2M V ~ i aoO�s2 aa v3 w 1O::;:i. 1,.1z° °~ Nz W Z ° = V) O Z N w aJ � W Oaf" W Z W r OU U' Q V1 7 a W � 1 zo a M °p7ww c� _, O a � � o z1` w a =o Na O Z � z M - ° i zUZa O a °�il3, aaa am w O - N >_ 4 W IQ/IaU W QQ -0 Z r = < wz w Vl p a�y� Q, -Loc:< 0 N � . aVj U W ~ j w wQ }a °26 ZZ . Li. ° o • Y �wo� m a 1n 3 Z J Z 84Z a Q W J W 2 ( ^° H L'' I w Z ZwO(: I F( 0 J' pl= Oy C ZOU zo�zw 77:70 3w oaw } (7- r , o ga�0 0 � az -L W wF w -w� aro0Qa - rm3 W 0 O U 1-O O 0=U REQUIRED BY: DATE * INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: REVISIONS: STRUCTURAL SPECIFICATIONS AND NOTES DRAWING NUMBER: J Z00 woco 0 a � W w O 0_ 0 0_ X w SEGtatv OF T13 "411 MTV I7 04/25/08 TBA TBA TBA NOT USED PLAN DETAIL NOT USED NOT USED 3"=1'-0" 42DS021ROGRIL , M= CONNECT MTL 5TUD TO GRILLE SUPPORT COLUMN W/ (4)-#12-24 TEK SCREWS 8", 16 GA MTL STUE). AT EACH END, CLIP FLANGES, BEND WEB AND CONNECT TO MIDDLE OF BEAM W/(3)-#12 SCREWS 4,118 BUILT-UP SEAM 15RACING SEE SI-1EET SOU FOR CODED NOTES. 0 SEI-01A1 GRILLE SUPPORT COLUMN BY OTHERS BELOW R P N ••••• . ". I • 1 STOREFRONT SECTION CONNECT TO STRUCTURE PER DETAIL E/503.1 CONNECT TO STRUCTURE PER DETAIL E/503.1 3 5/8" DIAG BRACE. SEE DETAIL A/S03.1 (2)-#10-16 TEK SCREWS @ 16" O.C. TYP 3 5/8", 18GA. METAL STUD CONT. 3 5/8" , 18 GA. METAL STUD @ 48" c/c (4)-#10-16 TEK SCRE1A1S, TYP. (UNO) 3 5/8", 18 GA (MIN) DIAG @ 16" O.C. (4)-#10-16 TEK SCREWS E) BEAM - ■ \ 1 /4 )\ 11 ROLLING k /, 1 GRILLE BY \ \ OTHERS / 11 1 1 _IL 1 ALL LT. GA. FRAMING TO BE 16GA. METAL STUDS, TYP. (UNO) (2)-#12-24 TEK SCREWS EA. STUD \ • == = 16GA. CONT. TRACK (E) DIJLKI-1EAD FINISHES. SEE ARCH. POP OUT LEASE LINE (3)-#10-16 TEK SCREWS, TYP. (2)-#10-16 TEK SCREWS, TYP. 3 5/8", 18 GA (MIN) DIAG. (ALTERNATE DIRECTION) n L4x4x16GA. 1 I N/(2)-1!O-I 1 I TEK SCREWS j @ EA. STUD 4 1BGA. TRACK, CONT. 5/8", 16 GA. 16" c/c. 3 5/8', 18 A. (111N) @ 16" c/c. MM. L • 18GA. CONT. TRACK (2)-#12-24 SCREWS @ 24" O.C. CONNECT TO STRUCTURE PER DETAIL E/503.1 3 5/8" DIAG BRACE. SEE DETAIL A/503.1 3 5/8', 18 GA (MIN) DIAG @ 32" c/c (ALTERNATE DIRECTION) (4)-#10-16 TEK SCREWS, TYP. (UNO) (E) BEAM (2)-#10-16 TEK SCREWS, TYP. SEE ARCH. DRAWINGS FOR MARKETING RAIL SUPPORT ALL LT. A. FRAMING TO SE 3-5/8", 18GA. METAL STUDS, TYP. (UNO) 3 5/8" 18 GA. (MIN) @ 16" c/c. TYP #12 CONCRETE SCREWS @ 16" c/c MAX. Tr'. NOTE: SEE DRAWING S01.1 FOR CODED NOTES (E) BULKHEAD 18GA. TRACK, CONT. FOP OUT LEASE LINE FINISHES. SEE ARCH. 3 5/8, 18 GA. @ 16" c/c. TYP 11 18GA. TRACK, CONT. I I I GLAZING, SEE ARC-I. I I 3 5/8", 18 GA (MIN) DIAG @ 48" c/c. STOREFRONT SECTION 1":1'-0" G I8GA. CONT. TRACK (2)-#12-24 SCREWS @ 24" O.C. (2)-#10-16 TEK SCREWS (TYP) CONNECT TO STRUCTURE PER DETAIL E/S03.1 3 5/8" DIAG BRACE. SEE DETAIL A/503.1 (E) BEAM 3 5/8", 18 GA (MIN) DIAG @ 32" c/c (ALTERNATE DIRECTION) (4)-#10-16 TEK SCREWS, TYP. (UNO) SEE ARCH. DRAWINGS FOR MARKETING RAIL SUPPORT ALL LT. A. FRAMING TO BE 3-5/8", 18GA. METAL STUDS, TYP. (UNO) 3 5/8" , 18 A. (MIN) @ 16" c/c. TT?. #12 CONCRETE SCREWS @ 16 c/c MAX. TYP. ar NOTE: SEE DRAWING 501.1 FOR CODED NOTES (E) BULK1-IEAD POP OUT LEASE LINE FINISHES. SEE ARCH. 3 5/8", 18 A. @ 16" c/c. TYP. 11 2-1/2", 18GA. METAL 11 I STUDS @ 16" c/c N I I I I GLAZING, SEE ARCH. I I I I I I 18GA. TRACK, CONT. 3 E/8", 18 GA (MIN) DIAG @ 48" c/c. _7 7. STOREFRONT SECTION BRACE BOX COLUMNS BACK TO (E) STRUCTURE PER DETAIL. A/502.1 (TYP. @ COLUMNS) START FRAMING DIRECTLY ADJACENT TO COLUMN, -r-TP. GRILLE SUPPORT COLUMN BY OTHERS NOTE: SEE DRAWING 501.1 FOR CODED NOTES STOREFRONT WALLS ARE 3 5/8", 20 GA, METAL STUD FRAMING @ 16"c/c, UNLESS NOTED POP OUT LEASE LINE. SEE ARCH. STOREFRONT FRAMING PLAN 1"=T-0" 1/2" = T-0" A • THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West Streetsbaro Road Richfield, Ohio 44286 5021 La Z5 W L9 ?: Z Ul CD L. ctI w ii 11 anincLZ0 z — z 0 W w Z w 4 2 r-.4 0 o ow zy, z 0 < 0 0 WWZ ,U1 4-2120 W M co 0 c‘i . R. E ' • t r , C ' • 0 W W w NJ >- • 0 re w La0,, ce -.AC nn r,i 0 = I X X W II- W LU La a < mi,),,, Z WD 89 M W 0 IT 1.- W P: Ld - 1 ; '''';: li P C) 41 .< CC _1 ! !! !,) ; C : ! NJ 7: 0- h- 1-- CC .., CA Li 0 Cr Z : ; LL ut C :j e : ( 7 d- J CC D o — z 0 L z (1/ 01—pn 0 - ; =Law 0 x co I— a ;2 0 owz 00 — 9 cemozzce2, 0_ 1- 0 0 < Q. - j ..-• Mtn 0 LJ Z z 0 p= 5 W M C 0 < 0 • u wo Q Q = 0 p 0 WW<OZW 3ZWM=0, wz 0 EL = v 0 it; O. 1 (c- !! !! Q. !! 0 0 0 13-C1-0 REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: co oo co 0) 1— REVISIONS: RECE CLIT INDICATES NO REVISION TO THIS SHEET (330) 659-6888 Ph. (330) 659-6675 Fax GE .h DRAWING NUMBER: 0< 0:1 0 0\1 1— 00 CL 0 E o o o < < o_ w O < La"-, o_ < Z 00 LLI 0 co 0 1— to 0 U1 C•4 :cz L() LLJ 1 -LI ct 0 0 0_ X LJJ 0 L.LJ 0-0 ›- I— a_ Z 0 a 0 oi 0 7) CI 0 LA V) V) 0 J DATE 04/25/08 TBA TBA TBA STOREFRONT FRAMING PLAN BUILT -UP BEAM TABLE DIMENSION "A" CLEAR OPENING REQUIRED DOUBLE STUD \ 3 5/8 ", 18 GA A -A UP TO 1O' -0" TRACK, TOP 4 BOTTOM DBL. STUD PER UP TO 10' -0" DEL 6" DP, 18 GA STUD 10 -1 TO 15 -0" DEL 8" DP 18 GA STUD , TABLE #10 -16 TEK PAN HEAD SCREWS @ 12" O.G. 15' -1 TO 20 -0" DEL 10" DP, 16 GA STUD 20 -1" TO 25' -0" DEL 12" DP, 16 GA STUD DIAGONAL SIZE VIEW MAXIMUM LENGTH OF DIAGONAL SINGLE 3 5/8 ", 1e GA STUD W ITN 1 5/8" FLANGE WIDTH A -A UP TO 1O' -0" DBL 3 5/6 ", 18 GA STUD W ITN 1 5/8 FLANGE W I DTI-IS B_B 10' -1" TO 14' -O" DSL 3 5/8 ", 18 GA STUD W ITH 2 1/2" FLANGE WIDTHS C -C 14' -1" TO 21' -0" NOT USED NOT USED WATER HEATER SUPPORT ABOVE RESTROOM (HIGH SEISMIC 1 " :1' -0" S DIAL BRACE @ 48" O.G. SEE DETAIL A /503.1 (2)- #10 -16 TEK SCREWS AT EA VERT STUD, TYP SEE TABLE BELOW BUILT -UP COLUMN, SEE DETAIL G /503.1 NOTE: SEE DRAWING S01.1 FOR CODED NOTES VIEW A —A DEMO SINK BUILT -UP BEAM SEE TABLE VARIES SEE PLAN 3 5/8 20 GA STUD @ 16 "c /c, TYP UNLESS NOTED r trj SEE TABLE BELOW BUILT -UP COLUMN, SEE D ETA I L G /503.1 ■ z 2 0 0 riz w J U FOR CLEAR OPENINGS OVER 25' --0" SEE DESIGN FROM STRUCTURAL ENGINEER R SEE ARCH DRAW I NGS FOR STANDARD RESTROOM FRAMING WATER I- IEATER w /GALV DRIP PAN (SEE PLUMBING DINGS) WATER HEATER TO BE SUPPORTED BY A MINIMUM OF 3 JOISTS 32" MIN. WI DTI-1 OF CBPB PLAN VIEW A RESTROOM I WIT(1 LEDGE ABOVE NOTE: SEE DRAWING SO4.1 FOR FRAMING IF 3' -0" LEDGE IS LOCATED ABOVE RESTROOM. (2)- #10 -16 TEK SCREWS @ 16" O.C.t THROUGH FINISH INTO EXIST DEMISING WALL STUDS EXISTING DEMISING WALL WATER HEATER w /GALV DRIP PAN (SEE PLUMBING DINGS) 4 SECTION A -A 2" WIDE, 16 GA. HOLD -DOWN STRAP. CUT TO FIT. (2) - #12 x 3/4" LG SCREWS 3x2x12 GA x .4" LONG FRAMING CLIP LL-I (TIGHT TO WATER HEATER) 3x2x12 GA x 4" LONG FRAMING CLIP LLV DRIP PAN SEISMIC RESTRAINTS. SEE DETAIL B. NOTE: POSITION RESTRAINT STRAPS TO MISS WATER HEATER FITTINGS. SEISMIC RESTRAINTS. SEE DETAIL B. ` 6" DP, 16 GA JOIST (SEE PLAN FOR SPACING) (2)- #10 -16 TEK SCREWS AT EACH JOIST 3 5/8" 18 GA MTL STUDS @ 16" c/c MAX. (INSTALL ONE STUD AT EACH JOIST) 1I 31l 3/4" THK. VERSAROC CEMENT BONDED PARTICLE BOARD (CBPB) (73/4" DETAIL B WATER c4 NEATER //// SEISMIC RESTRAINT (2) - #c1 x 1 1/2" LG SCOTS TRUGRIP SCREWS WITH BONDED WAS( -TER BY BU I LDEX, THROUGH THE DRIP PAN AND INTO THE PARTICLE BOARD. 6" DP, 16 GA. METAL STUDS @ 16" O.C. MAX. ( RESTROOM W ITI-I NO STORAGE LEDGE ABOVE.) CONNECT CEMENT BONDED PARTICLE BOARD DECKING TO SUPPORTS w / #8 SCREWS @ 8 c/c AROUND PERIMETER OF DECK, AT PANEL EDGES AND AT INTERIOR SUPPORTS. NOTE: I F ALLOWED BY LANDLORD, USE 3/4" FRT PLYWOOD IN PLACE OF CEMENT BONDED PARTICAL BOARD. SEE ARCH DINGS FOR CEILING ELEV CO T 16 GA CLOSURE TRACK PROVIDE (1)- #10 -16 TEK SCREW EA FLANGE OF EA JOIST (2)- #10 -16 TEK SCREWS AT EACH JOIST 3/4" THK. CEMENT BONDED PARTICLE BOARD m N PASS -THRU PLAN (PACKAGE 1) 1 " =1' -0" 42PS031L1PTHU EXIST JOIST CI -LORD OR BEAM FLG B CODED NOTES: ATTACH Q TO EXIST STL W/(3)- #12 -24 TEK SCREWS 0 6 ", 16 GA MTL STUD WITH 6 ", 16 GA m DEEP LEG TRACK. VIEW A -A #10 -16 TEK SCREWS @ 6" O.C. MAX AND 2" FROM EACH END O2 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 BAR JOISTS OR STEEL SEAMS @ 6' -0" O.C. MAX EXISTING BAR JOISTS OR STEEL BEAMS EXIST MTL DECK OR COMP CONC SLAB — \ DIAGONAL PARALLEL TO EXIST BAR JOISTS OR STEEL BEAMS PARTIAL PLAN VIEN MINION DIAGONALS PARALLEL TO CONNECTION AT EXIST BEAM EXIST JOIST CHORD OR BEAM FLG DIAG BRACE VIEN B -B CONTACT STRUCTURAL ENGINEER FOR REVISED DETAILS IF JOIST OR BEAM SPACING EXCEEDS 6 SEE VIEW B -B FOR CONNECTION EXIST BAR JOISTS OR STEEL BEAMS ATTACH 0 T EXIST ST L fN/(s)4n2.24TEKscRENs 4 DIAGONAL PERPENDICULAR TO EXIST BAR JOISTS OR STEEL BEAMS SEE VIEW B -B FOR CONNECTION Ol CONTINUOU BEFORE INSTALLING ANCHORS, CONTRACTOR SI -TALL VERIFY WITH MALL MANAGEMENT THAT ATTACHMENT SHOWN 15 ACCEPTABLE. (6)- #12-24 TEK SCREWS AT EACH ATTACHMENT CONTINUOUS 1 MAX L VIEW C -C SEE VIEW B -B FOR CONNECTION PARTIAL PLAN VIEW EXIST BAR JOISTS OR STEEL SEAMS @ 6' -0" O.G. MAX a 0 a 0 in X 4 X E DIAGONALS PERPENDICULAR TO EXIST MTL DECK OR COMP CONC SLAB DIAG BRACE EXIST BAR JOISTS OR STEEL BEAMS TYPICAL DIAGONAL BRACE CONNECTION L 3 5/8" 3 5/8" DP, 18 GA x 1 1/8" WIDE x 4' -0" LONG DSL TRACK BLOCKING (CUT TRACK FLANGES AS REQ'D) VIEW B — #10 SCREWS @ 12" O.C. TYP SEE DETAIL E /501.2 FOR BUILT -UP BOX BEAM 4 -0" LG DBL TRACK BUILT -UP BLOCKING FULL HEIGHT SUILT -UP COLUMN 1 1 /2 "x l 1/2"x12 GAx O' - 3" LG FRAMING CLIP, EAC1 -1 SIDE W/(2)- #10 -16 TEK SCREWS, EACH VERTICAL LEG (2) - #12 CONCRETE SCREWS /— FULL HEIGHT SUILT -UP COLUMN SEE VIEW A -A 1- Z �A 16 GA. PLATE EACH SIDE WITH (8) - #10 -16 TEK SCREWS. BUILT -UP BEAM TO BEAR UNI FORM ILY ON VERT MTL FRAMING 4-O LG DSL TRACK BUILT -UP BLOCKING FULL HEIGHT COLUMN TO BEAR UN I FORM I LY ONTO EXIST LONG SLAB N #10 SCREWS @ 12" O.C. 35/8" FULL l- 4EIGI -4T BUILT -UP COLUMN: 3 5/8" DP, 18 GA STUD W IT( -I 3 5/8" DP, 18 GA DEEP LEG TRACK FULL HEIGHT BUILT -UP COLUMN VIEW A —A VIEW C —C LIGHTGAGE BOX COLUMN AT DEMO SINK (PACKAGE 1) 1 " :1' -0" 42SS031G1COLM 1 -1/2 ": 1' -O" G E SEE PLAN 4 SECTIONS FOR BUILT -UP BOX BEAM 16 GA. PLATE EACH SIDE WITH (8) - #10 -16 TEK PAN HEAD SCREWS. 3 5/8" OR 6 DEEP STUDS AS REQUIRED BY OTHER SECTIONS AND DETAILS TO COLUMN CONNECTION (TYP, UNLESS NOTED) 18 GA SASE TRACK (TRACK DEPTH SHALL MATCH STUD DEPTH). LIGHTGAGE BOX COLUMN BASE CONNECTION (TYP, UNLESS NOTED) 4 4 4 4 4 LIGHTGAGE BOX BEAM 18 GA TOP TRACK (TRACK DEPTH SHALL MATCH STUD DEPTH). STOP FULL LENGTH TRACKS OF BUILT -UP COLUMN 5I -1ORT OF TOP TRACK STOP FULL LENGTH TRACKS OF BUILT -UP COLUMN SHORT OF BASE TRACK (2)- #10 -16 TEK PAN HEAD SCREWS EACH SIDE (4) - 412 CONCRETE SCREWS LIGHTGAGE BOX COLUMN DETAIL CONNECT TO EXISTING STRUCTURE PER DETAIL E /S03.1 DIAGONAL BRACE. SEE VIEWS A -A, 5 -5 * C -C FOR SIZE. INSTALL DIAGONAL BRACING AT 48 "c /c, UNLESS NOTED * CONTACT STRUCTURAL ENGINEER FOR LENGTHS LONGER THAN 21 -0" NOTE: FOR DOUBLE STUD DIAGONALS, "SECOND" STUD SHALL END AS CLOSE AS POSSIBLE TO END CONNECTION, TOP 4 BOTTOM. SINGLE 3 5/8 18 GA. DIAGONAL 1 5/8 "-- VIEW A-A BOX COLUMNS, WALL OR STOREFRONT STUD. ORIENTATION VARIES. SEE OTHER SECTIONS. DBL 3 5/8 ", 18 GA. STUDS WITH 1 5/8" WIDE FLANGES 1 5/8 " �� #10 -16 TEK SCREWS @ 12 "c /c VIEW B —B D C 1 ;,. DETAIL AT WALL STANDARDS #10 -16 TEK SCREWS @ 12 c/c Y 1 5 MB t 5. y 2"x2"x0' -6" LG, 12 GA FRAMING CLIP W/(3)- #10 -16 TEK SCREWS EA LEG CONT 18 GA TRACK W/(2)- #10 -16 TEK SCREWS IN EACH FLANGE OF EACH VERT HALL STANDARD (4)- #10 -16 TEK SCREWS DEL 3 5/8 ", 16 GA. STUDS WITH 2 1/2" WIDE FLANGES 21/2 VIEW c — TYPICAL DIAGONAL BRACING 3 " :1' -0" 42SS031C2COLM 1 "=1' -0" p *.loT111:1.i1 C!I C ■■ THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West Streeteboro Road (330) 659 -6688 Ph. Richfield. Ohio 44286 _ (330) 659 -6675 fax c O a W n U z Ld O Y O - V7 U' m �N W H o =zno w� _ �3 z r o � �w m ZN wQ � COO ; . J OC4 p j anoa? w z�O Uol -�aQw o x Z W w W w °- a W pZ 1i Z F -- a W (!1 W z =� - W F w - 0 I 2 ¢ -!1 V Na , =N ~WO N~ 0 0 - t , Q O �� Z mowa =z u_Ow�°w Dwzowav a � w O Q =F2❑ Zc O) Z � 0W WZ a N �dr�a az acj -c p a r W W O W. '6; wM0 Q ] � at-pWccvl LT, cs > mQ p WF W W F 0 0 N wp �W� „to, . 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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 O SEE DETAIL 1-1/504.1 FOR TYPICAL CONNECTION OF EDGE JOIST TO CLOSURE TRACK. O2 PROVIDE DIAGONAL CROSS BRACING ONE FACE OF WALL PER DETAIL N/504.1 DENOTED THUS — - — ON PLAN. PROVIDE DIAGONAL CROSS BRACING FACE OF WALL PER DETAIL 1/504.1 DENOTED THUS — - — ON PLAN. DEL 3 5/8" DP, 18 GA MTL STUD 4" CONT WELDS AT END 1/8 Jl_ 2 -12 OR 3" SQ X 18 GA PLATE @ 12" O.G. TOP * BOT, W/(2)- #10 -16 TEK SCREWS NOTE: IF ALLOWED BY MALL, USE 3/4" FRT PLYWOOD IN PLACE OF CEMENT BONDED PARTICAL BOARD. STRUCTURAL AND CODED NOTES CEMENT BONDED PARTICLE BOARD SECTION OF 3 5/8 ", 18 GA TRACK FOR ATTACHMENT OF HEADER TO FULL HT STUD fl �I #10 SCREW (TYP) DBL STUD @ EDGE OF EACH OPNG VIEW A -A 6" DP, 20 GA BLOCKING @ 24 "c /c, MAX. AT EACH END, CLIP FLANGES, BEND NES AND CONNECT TO JOIST W/(2) - #12 SCREWS OPENING DBL 6" DP, 16 GA JOIST LINTEL HOLD TRACKE OF BUILT -UP BEAM 51-1ORT OF "CONNECTOR" TRACK A EDGE JOIST L I- - -- 3 5/8" DP, Is GA BOTTOM TRACK CONT NALL TRACK #12 SCREW @ 12" c /c. (1) - #12 SCREW AT EACH PIECE OF BLOCKING LEDGE SECTION SEE ARCH DRAWINGS FOR CEILING ELEVATION (5)- #10 -16 TEK SCREWS AT EACH STRAP 3" WIDE, 16 GA DIAGONAL STRAP 16 GA STUDS (DEPTH VARIES, SEE OTH ER SECTIONS) (1)- #10 -16 TEK SCREW AT EACH STUD (5)- 1:10 -16 TEK SCREWS AT EACH STRAP 1/2" DIA SLEEVE ANCHOR W/ 3" EMBED (I-111-TI HLC SLEEVE ANCHOR OR EQUAL) BEFORE INSTALLING ANCHORS, CONTRACTOR S1 -TALL VERIFY WITH MALL MANAGEMENT THAT ATTACHMENT 51-101A1N IS ACCEPTABLE. 0.145" DIA. PONDER DRIVEN ANCHOR @ 16" O.C. MAX AND 2" FROM EA END. CONCRETE BONDED PARTICLE BOARD —\ I I _ 6" DP, 16 GA JOIST I I I I I I I I I I EXIST GONG SLAB S /LTT20 HOLD DOWN 1 TENSION TIE BY SIMPWN STRONG -TIE COMPAN'Tt N/ (8)- #10 -16 TEK SC ENS AT VERT STUD, TYP CONT 16 GA DEEP LEG TRACK TOP 4 BOTTOM N/ (1) - #10 SCREW @ EA FLANGE OF EA VERT STUD LEDGE BRACING DETAIL N.T.S. OOISO41S1NOTE N.T.S. OOSSO41ROSECT 3/4" : 1' -0" tiIuI:1 -fiz 1 I Z ['11.Ir,T.I S R N NOTE: PROVIDE STANDARD 24" SQ ACCESS PANEL IN WALL IF WATER NEATER IS LOCATED BEHIND WALL 2 -4" LONG FRAMING CLIP w/(2)- #10 -16 TEK SCREWS EACH LEG -\ SEE ARCH DWGS FOR CEILING ELEV CONT. 3 5/8" DP, 20 GA STUD 3 5/8" DP, 20 GA STUD BRACE @ 48" c/c 20 GA CONT TRACK (1)- #10 -16 TEK SCREW AT EACH BLOCKING _--3 5/8" DP, 20 GA STUD @ 16" c/c DO NOT ATTACH SHELVING TO TI-415 NALL CEMENT BONDED PARTICLE BOARD SEE ARCH DNS FOR CEILING 6" DP, 20 GA BLOCKING @ 24 "c /c, MAX. AT EACI -I END, CLIP FLANGES, BEND NES AND CONNECT TO JOIST W/(2)- #10 -16 TEK SCREWS (1)- #10 -16 TEK SCREW AT 16 "c /c 3 5 /B ", IS GA MTL STUDS @ 16" c/c MAX. LEDGE SECTION CEMENT BONDED PARTICLE BOARD (2)- #10 -16 TEK SCREWS @ 16" O.C.±, THROUGH FINISH INTO EXIST DEMISING WALL STUDS EXISTING DEMISING WALL I 6" DP JOIST (SEE PLAN FOR SPACING) (2)- 410 -16 TEK SCREWS AT EACH JOIST 3 5/8" 18 GA MTL STUDS @ 16" c/c MAX. (INSTALL ONE STUD AT EACH JOIST) SEE ARCH DNGS FOR CEILING ELEV LEDGE SECTION LEDGE BRACING DETAIL N.T.S. OOSSO41M1SECT N.T.S. OOSSO41L1SECT 3/4" : 1' -0" t'I'I- K'L Pi'i ;1 J r.I M L 6" DP, 16 GA EDGE JOIST SEE ARCH DRAWINGS FOR CEILING ELEVATION (5)- #10 -16 TEK SCREWS AT EACH STRAP 3" WIDE, 16 GA DIAGONAL STRAP 18 GA STUDS (DEPTH VARIES, SEE OTHER SECTIONS) (1)- #10 -16 TEK SCREWS AT EA STUD (5)- #10 -16 TEK SCREWS AT EACH STRAP 1/2" DIA SLEEVE ANC •R W/ 3" EMBED (HILTI HLC SLEEVE ANCHOR OR EQUAL) 0 BEFORE INSTALLING ANCHORS, CONTRACTOR SHALL VERIFY WITH MALL MANAGEMENT THAT ATTACHMENT SHOWN IS ACCEPTABLE. #10 -16 TEK SCREWS @12 c/c MAX 0.145" DIA. POWDER DRIVEN ANCHOR @ 16" O.C. MAX AND 2" FROM EA END. CONCRETE BONDED PARTICLE BOARD —\ EXIST CONC SLAB 0 S /LTT20 HOLD DONN TENSION TIE BY SIMPSON STRONG -TIE COMPANY N/ (8) #10 - 16 TEK SCREWS AT VERT STUD, TYP CONT 16 GA DEEP LEG TRACK TOP 4 BOTTOM W/ (1) - 410 SCREW @ EA FLANGE OF EA VERT STUD J NOTE: CONNECT 16 GA CLOSURE TRACK TO 16 GA "EDGE" JOIST 1A1/2 "x2 "x12 GA x 6" LG FRAMING CLIP N/(3) - #12 SCREWS EACH LEG 6 ", 16GA CLOSURE TRACK 6 ", 16 GA EDGE JOIST LEDGE DETAIL SEE ARCH DRAWINGS FOR CEILING ELEVATION 6" DP JOIST (SEE PLAN FOR SPACING) (2)- #10 -16 TEK SCREWS AT EACH PIECE OF BLOCKING 6 ", 18 GA MTL STUDS @ 16" c/c MAX., TYP. } 18GA. TRACK, CONT. W/ (2)- #10 -16 TEK SCREWS 18GA. TRACK, CONT. NOTCH JOIST ABOVE WALL- 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 RECOMMENDATIONS (FOR LATERAL BRACING) TYPICAL ALL WALLS: 0.145" DIA. POWDER DRIVEN ANCHOR @ 16" D.C. MAX AND 2" FROM EA END. LEDGE SECTION DENOTES LOCATION OF SIMPSON HOLD -DOWN BRACKETS. (SEE DETAILS J $ N /504.1) LEDGE SUPPORTED WATER HEATER. SEE DETAIL N /503.1 FOR SUPPORT. EXIST DEMISING WALL 6" DP, 16 GA JOIST CENTERED BENEATH WALL 6" DP, 16 GA JOISTS @ 1' -0" O.G. MAX ALL WALLS SHALL BE 3 5/8' DP, 18 GA MTL STUDS @ 16" O.C., UNLESS NOTED. DOOR HEADER 6" DP, 20 GA. BLOCKING @ 24" D.C. MAX 0 6" DP, 16 GA JOISTS @ 16" O.C. MAX 6" DP, 20 GA. BLOCKING @ 24" O.C. MAX TYP AT CORNERS 6" DP, 1BGA. METAL STUDS @ 16" O.G. MAX. PROVIDE NEB STIFFENERS AT THE WALL BEARING POINTS OF ALL 6" DP, 16 GA JOISTS SPACED @ 1' -0" O.C., AND AT JOIST CENTERED BENEATH WALL. F__ LEDGE FRAMING PLAN N.T.S. OODSO41HOCORN N.T.S. 002SSO41G1SECT H G 6" DP, 20 GA BLOCKING @ 24 "c /c, MAX. AT EACH END, CLIP FLANGES, BEND NEB AND CONNECT TO JOIST W/(2)-- #10 --16 TEK SCREWS (2) - #10 SCREWS @ 16" D.C. ±, THROUGH FINISH INTO EXIST DEMISING WALL STUDS EXISTING DEMISING NALL f CEMENT BONDED PARTICLE BOARD #10 -16 TEK SCREWS SEE ARCH DRAWINGS FOR CEILING ELEVATION 6" DP JOIST LEDGE SECTION OOSSO41D1SECT D EMENT BONDED TICLE BOARD CONT CLOSURE TRACK. PROVIDE (1)- #10 -16 TEK SCREW EA FLANGE OF EA JOIST � - 6" DP JOIST SECTION OF 3 5/8 ", 18 GA TRACK FOR ATTACHMENT OF HEADER TO FULL HT STUD STUD @ DGE OF EACH OPNG TEK ENS TYP) UILT- SHORT OF "CONNECTOR' RACKE OF BEAM ' DP, 16 JOIST INTEL 3 5/8" DP, 18 GA BOTTOM TRACK - LEDGE SECTION N.T.S. OOSSO41COSECT 1/2 " :1' -0" c A •• THORSON BAKER & Associates, Inc. Consulting Engineers (330) 659 -6688 Ph. (330) 659 -6675 Fax 3030 West Streetaboro Road Richfield. 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IN '- ROD REINFORGMENT =<500 3/8" UNISTRUT P1000 T STIFFENER w/P2485 CRADLE CLIP @ 10 "c /c (MAX UNBRACED LENGTH = 10 ) 500<WT. =<1000 1/2" UNISTRUT P1000 T STIFFENER w/P2485 CRADLE CLIP @ 14 /c (MAX UNBRACED LENGTH = 10 - ") 1000 <1A1T. = <1500 5/8" UNISTRUT P1000 T STIFFENER w/P2485 CRADLE CLIP @ 16 "c /c (MAX UNBRACED LENGTH = ci -0 ") 1500 <NT. <2000 3/4" UNISTRUT P1000 T STIFFENER w/P2485 CRADLE CLIP @ 20 "c /c (MAX UNBRACED LENGTH = 7' - 0") S -2 DEL CLAMP AIRCRAFT CABLE MOLE= ROD SIZE + 1/16 ", TYP. S -1 rr�r 1 1/4" N.T.S. N.T.S. PLATE 1/8 "x 3" LONG 135 °tl5° 3" 6 1/100 I-10LE TYP. SEISMIC CABLE CONN. (PLACE AT TOP CHORD JOIST PANEL POINTS) EXIST JOIST SEISMIC CABLE CONN. SEISMIC CABLE DETAILS PATE CURB SUPPORT HANGER ROD N.T.S. OODS051S2AHU N.T.S. OODS051SORTU N.T.S. R 5 1/2 "x15" ES--2 PATE CURB. TYP, MECH UNIT AT LOCATION WHERE PATE CURB BEARS ON JOIST, CONNECT EXISTING DECK TO EXISTING JOIST W/ (4) - #12 SELF- TAPPING METAL SCREWS, EACH CHORD ANGLE (8 SCREWS TOTAL) #12 SCREWS @ 12" c/c EA SIDE. PROVIDE (2) ADDITIONAL #12 SCREWS AT EA SIDE OF CURB CENTERED OVER JOIST (TYP EA JOIST BRG POINT) 3/16 V1 1/2 GALV METAL STRAP 1/8 "x2 "x0' -10" LG (MINIMUM 4 LOCATIONS AT EACH PATE CURB #12 GALV SCREW, TYP PROVIDE FRT WOOD BLOCKING WHERE PAT CURB BEARS ON JOIST FIELD WELD L2x2x1 /4 FROM LOAD LOCATION TO NEAREST BOTTOM CHORD PANEL POINT. (TYP, BOTI -I SIDES) EXIST. JOIST OR BEAM 7 P1000T UNISTRUT P3005 NUT 3/8 "x1" 1-11-ICS @ 20" O.C. MAX 1/2" DIA A307 TI- TREADED ROD P2465 CRADLE CLIP BY UNISTRUT SECTION X -X ALL UNISTRUT MATERIALS AND CONNECTIONS SHALL BE INSTALLED WITH STRICT CONFORMANCE TO MANUFACTURER'S RECOMMENDATIONS FOR REINFORCEMENT, SEE TABLE BELOW FOR ROD SIZE, SEE TABLE BELOW NOTES: 1. ROD SHALL MEET THE MIN. SPECIFICATION OF ASTM A575 AND A576 THREADED ROD. L4x4x5/16 45 ° ±15° L5x5x3/8 ME #12 -24 TEK SCREWS @ 8 "c /c I- IANGER ROD SEE TABLE —METAL DECK CSx11.5 DOUBLE NUT AND LOCK WASHER, TYP AIR HANDLING UNIT SPRING ISOLATOR, TYP (INSTALL PER MANUFACTURER'S RECOMMENDATION) L 2 1/2x 2 1/2 1/4 L5x5x3 /8 DOUBLE NUT AND LOCK WASHER, TYP. BENT PLATE L3- 1/2 "x3 -1/2 "x5/16 FOR CONNECTION TO EXIST STEEL — NIMBLE DBL CLAMP \\ SEE PLAN 1 FOR SIZE I AND LOCATION G 0s. HANGING UNIT W/ SEISMIC BRACING CONNECTION DETAIL STRUCTURAL NOTES OODS051L3AHU N.T.S. OODS051DORTU 1. CONTROLLING BUILDING CODE: IBC 2006 W/ WA. AMENDMENTS 2. EXISTING ROOF CONSTRUCTION: 20GA. METAL DECK OVER STEEL JOISTS $ BEAMS OVER STEEL BEAM GIRDERS. 3. IT 15 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 15 NOT LIMITED T0, THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS THAT MAY BE NECESSARY. SUCI -I 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 DIMENSIONS SHALL BE COORDINATED WITH APPROVED MANUFACTURER DRAWINGS. 5. SUPPORT FRAMING SHOWN 15 FOR THE MECH UNITS SPECIFIED ON MECHANICAL DRAWING. IF A DIFFERENT UNIT 15 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). 1. WELDING ELECTRODES SHALL BE E70XX, LOW HYDROGEN. 10. IF EXISTING STRUCTURE IS DIFFERENT THAN S1-101AIN, CONTACT STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY WORK IN THAT AREA. N.T.S. OODS051J2AHU TYP 3/16 V CSx11.5 L3 1/2x3 I /2x5/16 � r J L N EXIST BEAM CHANNEL TO BEAM N.T.S. G P18431A1 I-INGE BY UNISTRUT NIMBLE DBL CLAMP SEISMIC CABLE r 1/5 EXIST STEEL BEAM (TYP) SEISMIC DIAG. BRACE CONN. N.T.S. Min ROD HANGER CHANNEL TO EXISTING JOIST CONNECTION N.T.S. N.T.S. D E.) 12E.14 I4ANGER ROD PER DETAIL Q/$03.1 NE1A1 MECI4 UNIT 5U5PENDED BELOW ROOF 1 91:IU_1 I� 1 s. BOO L.4». SEE MECI-I DWGS FOR MANUFACTURER 4 MODEL # (UNDERI4UNG) E; NEW CONDENSING UNIT ON TOP OF ROOF SQL WT = 500 LEi5. SEE MECH WIGS FOR MANUFACTURER MODEL # (E) ^5.; PARTIAL FLOOR FRAMING PLAN 3/16 " :1' -0" A e■ THORSON BAKER & Associates, Inc. Consulting Engineers (330) 659 -Bess Ph. 330 659 -6675 Fax 3030 West Streetaboro Road Richffeed, Ohio 44288 VL1 Li Q U (nz a to -o tn .1E Z oz 1 0 O Tie 5051 �.. 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MECH SUPPORT FRAMING PLAN AND DETAILS DRAWING NUMBER: t— 1 DATE 04/25/08 TBA TBA TBA #4 VERT REINF TOP OF EXIST CONCRETE FOOTING ALTERNATE #4 x 1' -0" LONG @ 1' -6" O.C. EPDXY GROUT 4" INTO EXIST LONG SLAB (INSTALL BARS @ MID -DEPTH OF EXIST SLAB). 1 1/2" T I NSU L NEW MASONRY INFILL TOOL OR SAW -CUT 3/16" WIDE x 0.33t MIN DEEP JOINT. FILL WITH LIQUID OLYMER JOINT SEALANT CUT ALTERNATE WIRES OR REINF. STL AT JOINT LOCATIONS CONCRETE INFILL DETAILS TYPICAL CONTROL JOINT JOINTS TO BE LOCATED ON COLUMN CENTERLINES AND AT INTERMEDIATE LOCATIONS AS REQUIRED TO MAINTAIN A MAXIMUM SPACING OF 36 TIMES THE SLAB THICKNESS IN EACH DIRECTION. MIS. 4" THK COMP TED GRANULA FILL OOSSO61POSLAB MINIMUM 5" TI-IK CONC. SLAB MIN 4" THK ` OMPACTED GRANU . " FILL OR BARRIER 1/2" TI-1K ASPHALT IMPREGNATED FIBERBOARD EXISTING FOUNDATION NEW WALL REINFORCING N LINTEL DETAILS T.O. WALL W STEEL LINTEL W /6" MIN BEARING AT EACH END GROUT SOLID BELOW LINTEL AND 16" WIDE FOR THREE COURSES SEE ARCH EXISTING MASONRY WALL NEW OPENING SEE ARCH DWGS TEEL LINTEL OPT I ON SLOPE EPDXY GROUT 5" INTO EXIST FOUNDATION (HILTI 14Y150 SYSTEM) MIN. 8" THICK CONC FROST WALL (2) -#4 CONT. TOP AND BOTTOM NEW PRECAST LINTEL W /8" MIN BEARING AT EACH END GROUT SOLID BELOW LINTEL AND 16" WIDE FOR THREE COURSES Co SEE ARCH EXISTING MASONRY WALL W OPENING ARCH DWGS EXISTING 6" CO BLOCK WALL GROUT 5 (2) -3 1 PREC TOP B WNW MI �Il 1I =I♦ NMI •i1 5" LINTEL BEARING 6" LINTE INS MEM Iv` ECTION ALE: N.T.S. 2" WIDE x 7 5/8" DP ST LINTELS w /(1) #4, AND BOTTOM, AND 8" MIN. EACH END. E: SCORE OUTSIDE FACE OF EXTERIOR LINTEL TO MATCH MASONRY JOINT PATTERN. NOTE: BEFORE INSTALLING LINTEL, CONTRACTOR 51-1ALL VERIFY WITH MALL MANAGEMENT THE TYPE OF LINTEL ALLOWED. NEW STEEL LINTEL (2) -L4x3 1/2x3/6 (LONG LEG VERTICAL) W /MIN 6" ERG EA END (GALVANIZED) MASONRY INFILL DETAIL INFILL FOUNDATION DETAIL OOSS061ROFILL NOTE: ATTACH BASEPLATE AND ANCHORS TO SLAB, THEN FIE • WELD THE HSS COLUMN T• HE BASE PLATE. NOTCH H COLUMN AS SHOWN TO CL • r ANCHORS. R BASE PLATE DETAILS OOSS013COSLAB OODS022NOBASE 00ES061JOLINT J PARTIAL GRADE LEVEL PLAN SECTION OF RUNNER TRACK FOR ATTACHMENT OF HEADER TO FULL HT STUD #10 SCREW (TYP NEW KING STUD RUNNER TRACK OPENING NEW JACK STUD FRAMING DETAIL- NEW OPENING #4 x 2' -6 LG DOWEL. EPDXY GROUT 6" INTO EXIST WALL EXISTING 8" CMU WALL NEN MASON INFILL. G TED SOLI D #4 x 2' -6 LG DOWEL. EPDXY GROUT 6" INTO EXIST CONCRETE VIEW "A -A" NEW TRACK N.T.S. OOSS061SOLINT #3x DOWEL -0" LONG 16 "c /c — FUTURE ADJACENT TENANT SLAB VAPOR BARRIER CONT #4 FUTURE SLAB 8 1/2" NEW SLAB BASE PLATE 1/2 "x4 "x0' -8 1/2" W/(2) -1/2" DIA HILTI KWIK BOLT III ANCHORS WITH 4" EMBED TYPICAL BASE - • TE NOTES: 1. PROV 8 rW BASE PLATE 6" WIDE x8 "DP THICKENED SLAB COORDINATE NEW DEMISING NALL LOCATION KITH ARCI -1. DRAWINGS CONCRETE INFILL DETAILS 1/2" THICK NON- SHRINK GROUT EXIST SLAB NEW SLAB 6 1/4" BEFORE INSTALLING ANCHORS, CONTRACTOR SHALL VERIFY WITH MALL MANAGEMENT THAT ATTACHMENT SHOWN 15 ACCEPTABLE. BAS TE 1/2" . "x 0' -6 1/4" (2) -1/2" ► • HILTI KWIK BOLT I I I ANCHORS WITH 4" EMBED NEW DEMISING WALL 2 1/2" ........... ............................... ....... ............................... #3x 1' -6" 4 (INSTALL @ EXISTING SLAB) 4" INTO EXISTING 5 VAPOR BARRIER NG DOWELS @ 18 "c /c -DEPTH OF OXY GROUT COMPACTED GRANULAR FILL BASE PLATE 1/2 "x5 "x0' -8 1/2" N/(2) -1/2" DIA HILTI KWIK BOLT III ANCHORS WITH 4" EMBED SEE FOUNDATION FOR BASE PLATE L AND ORIENTATION. #3x 2 LON DOWELS @ -'c /c (INSTA @ MID 'EPTI -I OF STING SLAB) EPDXY GROUT 4" INTO EXISTING SLAB VAPOR BARRIER AN A /S06.I �•� TION EXIST COLUMN * BASE VIEW A -A ISOLATION JOINT: 1/2" TI -TICK ASPI -IALT- IMPREGNATED FIBERBOARD !EXIST CO FOOTING COLUMN ISOLATION DETAIL ISOLATION JOINT: 2" THICK ASPI -IALT- 1 - ' EGNATED FIRE += •ARD TOP/ CONC SLAB EXIST METAL STUD DEMISING WALL 3/4 " =1' -O" OOSS061HOISOL JAMB STUDS NEW OPENING AT INTERIOR DEMISING WALL METAL STUDS DOUBLE 6 ", 18 GA LINTEL 1ST CMU DE ING WALL CONT #4 8" NI DE x 8" DP THICKENED SLAB COMPACTED GRANULAR LL H CONCRETE INFILL DETAILS JOINT POR BARRIER NEW SLAB OOSSO61DOSLAB #3x I' -6" LONG DOWELS @ 18 "c /c (INSTALL @ MID -DEPTH OF EXISTING SLAB) EPDXY GROUT 4" INTO EXISTING SLAB VAPOR BARRIER COMPACTED GRANULAR Fl LL ®® THORSON BAKER & Associates, Inc Consulting Engineers EX IRES 12 23 a ! 0 oi m z I ! O¢ 4 � v~i W z r0 pr wW O Zw2Nz (/ I__ O C ow zO o w W Z Q O w ct c o w el r ° W 0 ▪ ww V: a QZ w o w w ax d W w W W Leg 0g ~_ w Q U J Or0 = zc m O - Cea■ acO 0 w LT_ 0 - � F 0 W 2 < >— ".7. w- s O �r�a cg w Z ~ !! = zJd'00 z w- = O O pr� O a O z Z w 0 a w z Q C 0 o Q 0 oa m w W O m 0 = S a o 0wz Q0 -c ce 20zza z. 00a -i REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 0 4 z ._l w !!;- laLC-j0 Z V Q 4 W aw�n N a O Q(�O 0 =az w W z ? r3 ri c a � <W !!!i: 2 o _ O O wp H o U0 W z d w a a w p pr O r • 3 J w 0 ;7! Q Q ¢ � V' 2 J cnz � O'UN F z w Q r a 0 2 z 55 w � ¢ E5 ce O O U -- O - w f a ! - 1 , _ -0 w 0 C �w Q:� ~ !: i- 0 0 � rrn r r2 p c zL.w°C 8 J W F O = OOzwa F m O Q m 0 0 r 0 0 C- = REVISIONS: " INDICATES NO REVISION TO THIS SHEET 04/25/08 TBA TBA TBA DIVISION 26 - ELECTRICAL SECTION 26 00 00 - BASIC ELECTRICAL REQUIREMENTS A. NOTES 1. THE ABBREVIATION LSD &C WHEREVER IT APPEARS IN THESE ELECTRICAL DRAWINGS AND /OR SPECIFICATIONS SHALL REFER TO "LIMITED STORE DESIGN AND CONSTRUCTION". ANY REFERENCE TO TENANT'S PROJECT MANAGER OR FURNISHED BY ANY OF THE ABOVE REFERS TO LSD &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 15 RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THIS WORK TO COMPLY WITH THE LSD &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. B. 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 LSD &C SHALL BE PROVIDED BY THIS CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH THE LANDLORD AND THE LSD &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 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 I5 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 LSD &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. ALL TEMPORARY LIGHTING WILL CONFORM WITH OSHA STANDARDS. 3. THE GENERAL CONTRACTOR SETS UP ALL ELECTRICAL UTILITIES IN THE NAME OF LIMITED BRANDS. LIMITED BRANDS 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 S 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 LSD &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 LSD &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 LSD &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 LSD &C PROJECT MANAGER FOR APPROVAL. SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR LSD &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 LSD &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 LSD &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. 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 LSD &C TO DIRECT THE GENERAL CONTRACTOR TO PROVIDE THESE RECORDS AT HIS OR HER EXPENSE PRIOR TO FINAL PAYMENT. L 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 LSD &C'S PROJECT MANAGER, IN WRITING, OF VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, LSD &C PROJECT MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. J. PHASING REQUIREMENTS 1. THIS CONTRACTOR IS 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 LSD &C'S PROJECT MANAGER AND THE LANDLORD ONE WEEK PRIOR TO ANY SHUT DOWN OF THE HVAC, PLUMBING OR FIRE PROTECTION SYSTEMS. K. DEMOLITION 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). L. SLEEVES LOCATION OF CONCEALED PULLBOXES. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. c. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. 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 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 SILICATE, 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. 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, LSD &C MAY HAVE AN INDEPENDENT ELECTRICAL CONTRACTOR INSPECT THE FINISHED ELECTRICAL 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 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 FACILITIES NECESSARY FOR, REASONABLY IMPLIED 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 LSD &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 RESPONSIBILITY SCHEDULE AND ELECTRICAL POWER RISER DIAGRAM FOR ADDITIONAL INFORMATION. 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. c. METERING AND CURRENT TRANSFORMERS AS REQUIRED BY DRAWINGS, LSD &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 AND TRAFFIC COUNTER INCLUDING BRANCH CONDUITS, OUTLET BOXES, PULL WIRES, GROUND CONDUCTORS, COVER PLATES, ETC. OR AS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. g. 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. 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. 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 LSD &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 LSD &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 LSD &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 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 26 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 LSD &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, LINE 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 INSTALLING 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 IS 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. ALL 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, RECEPTACLES, HEATING, AIR CONDITIONING, PLUMBING EQUIPMENT, TELEPHONE, DATA, SPEAKERS, SECURITY, PAGER, 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. 6. 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 LSD &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: FINAL CONNECTIONS TO MOTORS. FINAL CONNECTIONS INTO AND OUT OF THE TRANSFORMER. FINAL CONNECTIONS TO VIBRATING EQUIPMENT. INTER - CONNECTIONS BETWEEN ALL RECESSED LIGHT FIXTURES AND JUNCTION BOXES. FINAL CONNECTIONS WHERE RIGID CONDUIT IS NOT PRACTICAL 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 IS NOT TO EXCEED 6' -0 ". d. THE USE OF ROMEX OR BX CABLE IS NOT PERMITTED. 6. CONNECTION TO ANY OUTDOOR EQUIPMENT SHALL BE MADE WITH LIQUIDTIGHT 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 15 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 42" 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 CENTERLINE 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. Lot SECTION 26 05 53 - IDENTIFICATION FOR ELECTRICAL SYSTEMS END OF SECTION 26 05 33 1. ALL WIRING SHALL BE COLOR -CODED AS FOLLOWS: 120/208 VOLT SYSTEM NEUTRAL - WHITE PHASE A OR L1 - BLACK PHASE B OR L2 - 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 LSD &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 LSD &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. 3. TRANSFORMER TO BE CLASS 1 EFFICIENCY LEVEL FOR DISTRIBUTION TRANSFORMERS AS SPECIFIED IN TABLE 4 -2 OF THE "GUIDE FOR DISTRIBUTION TRANSFORMERS" AS PUBLISHED BY NATIONAL ELECTRICAL MANUFACTURER ASSOC. (NEMA TP -1 2000) 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 INSTALLING EQUIPMENT. ALL LUG CONNECTIONS TO BE 75'C RATED. 6. IFS ENCLOSURE FURNISHED BY LSD &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 IS 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 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. 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 LSD &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 "PS2OAC3 -W" DUPLEX RECEPTACLES: 20 AMP, 125V: PASS & SEYMOUR "BR20W" 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 APPLICATION 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 ROLLING 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 C. C.B. CCTV CIRC. CEIL. COL COND CONT. CU. DF DIA. DISC. DISTR DWG F.A. FIXT. FLA H.P. H.V. HZ IP IFS I.G. 1. THIS CONTRACTOR SHALL INSTALL ALL LIGHTING FIXTURES AND LAMPS AS SHOWN ON THE FIXTURE SCHEDULE. LIGHTING FIXTURES AND LAMPS ARE SUPPLIED BY LSD &C, UNLESS NOTED OTHERWISE. CONTRACTOR IS TO REPLACE ALL NON - WORKING LAMPS PRIOR TO MERCHANDISE DATE AND I5 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 POLICY 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 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 E EXISTING TO REMAIN E.F. EXHAUST FAN ELEC. ELECTRICAL E.W.C. ELECTRIC WATER COOLER EXIST. EXISTING EXO EXTERNALLY OPERATED EXT. LOC. EXTERIOR LOCATION FIRE ALARM FIXTURE FULL LOAD AMPS G GROUND GFI GROUND FAULT INTERRUPTER HORSE POWER HIGH VOLTAGE HERTZ INTERCOM PHONE INTEGRATED FACILITY SYSTEM ISOLATED GROUND J -BOX JUNCTION BOX KVA KILOVOLT -AMPS LCL LTG L..V. 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 0.C. ON CENTER 0.L 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 MAXIMUM MINIMUM CIRCUIT AAPACITY MOTOR CONTROL CENTER MANUFACTURER MOUNTING HEIGHT MAXIMUM OVER CURRENT PROTECTION MOUNTED POLE PUBLIC ADDRESS PHOTOELECTRIC PANEL POWER RELOCATED EXISTING ROOM RAIN TIGHT ROOF TOP UNIT SWITCH SWITCHBOARD TIME CLOCK TELEPHONE TYPICAL VOLT WEATHERPROOF ELECTRICAL SPECIFICATIONS N.T.S. OODE011AOSPEC THORSON BAKER & Associates, Inc. Consulting Engineers SME - } !1U m Z U= n �=a:110 r000W WWd (no OWd, a ZWC0( W W 0 z 0 Z Z z<a zaU' i?¢¢0 0 • cc 0 O m 016 2 H m REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: W S • O z o o z�- ce OOH aW a I Z O x y 0 w 0 W a°Ir = W O l z 0 - 0_ -J -c 3zMo 1 :c002 Q CI U z J C= O wz o aaxWO=1_ w ao > © z J W ° m z < = [L N aazx � 0 0 Za 0 0 O W W oaw =g } a Q 2 z N w,��r w_ _ O W w O- U Q W W J � m3(na CT] o w 1- z w co 0 as I® C) O c 1- ..0 W Z ®~ Z LJ LL , a =� LL 1 - L co wr y N H REVISIONS: ' INDICATES NO REVISION TO THIS SHEET 0 W F 1 O 2:56-6=C a zV' J 0 W U a m 1 O 4 Q r p Q Z J zOw w v Q Za~ w W E- w ?- a ,=j, ~wo�W i0 �� z zoxc,oaz a,xo w. °1�nU� � a�!-z Od.�W0 >- • W W a �� a� � c)o ON W 50 2 N _ a F ,°0z C7 1Q1 -1 w � � ° m pLJ w Z r =4 z, -O • W _ vr1 ,n0 U 2 L- N O ,-z 00 0 00LW ax es )- i; >x =cn = 4. dV a, 00ilUWZW 01- UQ0=0 Iateitgnigi, Ci+t OF T11KWIL.A 'me • GENT DRAWING NUMBER: E ) .- < LL m (D N CO 0_ O N Z V � W O CD 4C CC 4 t OL SC W a CDa _.1 Co LI O co LID w0 O 0 X w DATE 04/25/08 TBA TBA TBA ELECTRICAL SPECIFICATIONS 2 RECEPTACLES AND COVERPLATES DESIGNATED "SF" SHALL BE WHITE IN COLOR AND CEILING MOUNTED. REFER TO ARCHITECTURAL PLANS. 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. 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. LSD &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. REFER TO SHEET A11.1, DETAIL E FOR MORE INFORMATION. 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. SEE PLAN FOR HEIGHT. EXTEND 1" TELEPHONE CONDUIT FROM SERVICE ENTRANCE AT DEMISING WALL TO TELEPHONE /DATA SECTION OF IFS ENCLOSURE. SOUND SYSTEM. E.0 TO 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. JUNCTION BOX 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. 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. 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. 4D. 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. REGISTER CASHWRAP /BACKWRAP COUNTER. PERFORM ALL WORK AS INDICATED IN THE DETAIL. JUNCTION BOX INSTALLED AT 42" 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). COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR. MECHANICAL CONTRACTOR SHALL INSTALL LSD &C FURNISHED CONTROL CABLE FROM JUNCTION BOX TO HVAC UNITS. EQUIPMENT 1S MAINTAINED TO ALLOW FOR INSTALLATIO CANNOT BE OB TAINED. CONTAGT THE L�D &C'S I'ROJCC 20 AMP RECEPTACLE 0 42" A.F.F. FOR MICROWAVE. IF PLAN LOCATION IS NOT ACCEPTABLE, IMMEDIATELY CONTACT LSD &C PROJECT MANAGER FOR DIRECTION. 20 AMP RECEPTACLE GI 18" A.F.F. FOR REFRIGERATOR. IF PLAN LOCATION IS NOT ACCEPTABLE, IMMEDIATELY CONTACT LSD &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. OMMENCEMENT. DUCT MOUNTED SMOKE DETECTOR. 11 77 �II DE RES ACCESSIB E C. 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. g) JUNCTION BOX AND CODE REQUIRED DISCONNECT SWITCH FOR MOTORIZED ROLL -UP GRILLE ELECTRICAL CONNECTION. COORDINATE EXACT LOCATION AND RELATED REQUIREMENTS WITH LSD &C PROJECT MANAGER PRIOR TO WORK COMMENCEMENT. 120V, GFI, W.P. UNIT RECEPTACLE. FURNISH AND INSTALL CONDUCTORS AND CONDUIT FOR 120V POWER. ® QUADRAPLEX RECEf TACLE, DUPLEX RECEPTACLE. AND COVERILATES FOR CCTV MOUNT AT 55" A TO - -- 0 11 11 77 NTROL TRANSFORM TAC 71 77 . FOR C if • JUNCTION BOX AND TOGGLE DISCONNECT SWITCH FOR 208V, 10 WATER HEATER ELECTRICAL CONNECTION. COORDINATE EXACT LOCATION AND RELATED REQUIREMENTS WITH PLUMBING CONTRACTOR PRIOR TO WORK COMMENCEMENT. • SAW CUT /CORE DRILL AND PATCH FLOOR SLAB AS REQUIRED FOR UNDERSLAB CONDUIT. A FURNISH AND INSTALL HORIZONTAL DUPLEX RECEPTACLE FOR POWER TO SHELF LIGHTING. INSTALL LSD &C FURNISHED LIGHT FIXTURE TO END OF SHELF AND PLUG IN FIXTURE TO DUPLEX RECEPTACLE. VERIFY EXACT MOUNTING LOCATIONS SEE A10. (NOTE: FOR TYPE 1 CABINETS ONLY) 71 t1 _ 1 A . S I.,n J1 LV Vf111V1\ •11111 f11 \VI III WVI 11\1VI\ IV IIVi \1\ V'I.II.II- I I.1-1 FLUSH FLOOR MOUNTED RECEPTACLE. GENERAL CONTRACTOR SHALL BUTT TILE OR GROUT UP TO THE BOX TO MAKE IT FLUSH WITH FINISHED FLOOR. GFI DUPLEX RECEPTACLE AND COVERPLATE FOR RESTROOM SHALL BE WHITE IN COLOR. MOUNT AT 42" A.F.F. RECEPTACLES AND COVERPLATES WITHIN SHOW WINDOW SHALL BE WHITE IN COLOR. REFER TO ARCHITECTURAL DETAILS FOR EXACT LOCATION AND MOUNTING REQUIREMENTS. RECEPTACLES AND COVERPLATES DESIGNATED "W" SHALL BE WHITE IN COLOR. EXCEPT AS NOTED ON PLAN, MOUNT AS CLOSE TO FRONT OF WALL AS POSSIBLE (TO CLEAR BASE CABINET), AT 15" A.F.F. REFER TO ARCHITECTURAL SHEET A10.1, DETAIL A FOR MORE INFORMATION. FURNISH AND INSTALL QUADRAPLEX RECEPTACLE. VERIFY EXACT MOUNTING LOCATIONS WITH ARCHITECT DRAWINGS PRIOR TO ROUGH -IN. (NOTE: FOR TYPE 4 CABINETS ONLY) TEGT DRAWIN POWER PLAN CODED NOTES ELECTRICAL POWER PLAN NTS • 1,00 PANEL A & B G I,C11 42" A.F.F. 96" A.F.F. TYP.) r B F C TO RY IN TAILED CCNNECT SWITCH. B - 26 @ 54" A.F.F. SPVAV -1 CO 96" A.F.F. B -12 B -8 ± . 1 B -6 -0 I -7 oiD ©Q 04.2 gi) 111 O�. MDP -2 1/2"C, 3 #12 THHN CU + 1 #12 GR A -19 • ME �L 0 0 1 4 _ 0 e tot Ai' 1 I I i 0 IT TI IT I1 t 11 11 111 (Ill 1 1 - L B -29 CONDUIT WITH PULLWIRE BACK , TO TELCO SECTION OF IFS ENCLOSURE FOR DATA AND PHONE. MOTOR OPERATED DAMPER. 7 REGISTER CASHWRAP / BACKWRAP. SEE DETAIL (TYP) 4x4 J -BOX FOR SOUND SYSTEM 9 -30 1 — 'A- � - - - -- (TYP.) 8-3 11 r ,! MDP -1 3/4"C, 3 #6 THHN CU + 1 #10 GR FACTORY INSTALLED DISCONNECT SWITCH. A -21 B-11 - I I B -5 Q O B -25 1 MICRO REF AHU -1 r -- AIL MDP -3 MIT 3/4 "C, 3 #8 THHN CU + 1 #10 GR MDP -5 1/2 "C, 4 #12 THHN CU L + 1 #12 GR TYP.) Q TYP) — FI, W.P. FACTORY INSTALLED DISCONNECT SWITCH. (TYP.) B -10 E.C. SHALL FURNISH AND INSTALL 0A /3P, W /35AF, NEMA 3R1 DISCONNECT SWITCH. 111 111 111 111 Ir - -- lr . H I II J 11 (D 1 _ 11..1 1 L 11 1 1 ri H _ 11 I I 111 111 1 111 1 - 11 1 - 1 II II II 11 11 II 11.._ .11 1 B -2,4 B -18 0 11► #10 A -23 "VERIFY ALL FIELD CONDITIONS PRIOR TO BID" A -13 JI H 11 L J L___ J L TYP) 1 L _ J A -25 ,r___rr__ - Ir 1 (TYP.) (TYP.) 1 1 II • . it _ 11 II 11 11 / / / / / / B -22 / / / / ■ B -16 (TYP) (TYP.) 0 0 w B -2 TYP.) T (TYP) B -21 TYP.) PoS NOTE: REFER TO SHEETS F01.1, F01.2, F01.3, AND F01.4 FOR FIRE ALARM REQUIREMENTS. NOTE: REFER TO RESPONSIBILITY SCHEDULE, SHEET E02.4, FOR THIS CONTRACTOR'S RESPONSIBILITIES. � ( 18 1/4 " =1' -O" D ®■ THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West Streets Richfield. Ohio `4 1_ W m z W� p a V+p 8 0 3 Z aOWCL7 0 O w 0 wa Vw, 0,7 C p4 w z s CC Z0 a1- 0 w w z a 1a_a+CC0 o a w cc0W O0 CC a Z M a 0 w~ 10 a'1 a ww w Lcg W 0 N �z zya = m 1- 0 W g 0 4, W CC 5 ~ V1 Z O a h 0 ¢ N - U w 3'O_ p z O 00 fA a a j a 0 V O Z y e U Q z r 0. - mW W V] TV, I-Q : OWZ DO ZS Ozz a1 - UO¢a a LO 0 0 z 0 0 z 2 z DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: L P 0 3 2009 Z z �rr1 r a } Z =� z 0a � (4) z U � J 0 / ¢ ZUZZV= r Z a2 ili � U ,. ° 1 - � wz� Ho W VVI t- Q V)U N m m0 r C, ow=p p w pWZ0WC- ,O 04-'X1 -Z0 Z0Mm Z }o -r0az az rna,�o� I [- O �'a 0 WW 0z m Z w= rnd Wa a= w 1-Y 1i c: °' � ?oa 5 W �s1_ :wa z03r arL fn ao=o 0 Q ? o ~ W wH a LIJ 0 F p ~ m 0 7 0 N z 2012eC OZ p 0 =z~ a 0 r w Ww3 r 3 z 0 0 0 0W000 W z J 1 p 4 w a axW o = r fn �F - m a V U CIC 0 aa a W Q a z � CC w a. Q W ▪ z 6 Q � C O � W W l <ar cintc71 00 0o 00 0) REVISIONS: INDICATES NO REVISION TO THIS SHEET DRAWING NUMBER: c OF Tt PERMIT CENI EH ELECTRICAL POWER PLAN II J Z o0 © 1- M co 0 a � w LLJ 0 O O 0 7C LiJ REQUIRED BY: DATE 04/25/08 TBA TBA TBA ITEM FURNISHED BY INSTALLED OR PERFORMED BY RE -USE EXISTING N /A REMARKS 20 AMP, 120 VOLT CONT'R. LSD&C VENDOR LANDLORD CONT'R. OTHER ELECTRICAL SERVICE / DISTRIBUTION MAIN OVER CURRENT DEVICE IN LANDLORD'S ELECTRICAL EQUIPMENT EC QUAD. RECEPT. W/ COVERPLATE 20 AMP, 120 VOLT EC ' =00 DUPLEX RECEPT. W/ COVERPLATE FIELD VERIFY PRIOR TO BID METER IN LANDLORD'S OR TENANT'S SPACE (VERIFY W/ POWER PLANS, RISER) K T EC WHITE COLOR RJ14C TELE. JACK IN SALES AND NON -SALES AREA. EC DATA /TELEPHONE OUTLET WHITE COLOR PLATE IN SALES AND IN NON -SALES AREA. FIELD VERIFY PRIOR TO BID C/T'S AND CABINET IN LANDLORD'S OR TENANT'S SPACE (VERIFY W/ POWER PLANS, RISER) JUNCTION BOX, 4" X 4" X 2 1/8" DEEP MINIMUM .J MAGNETIC STARTER FULL VOLTAGE STARTER IN A NEMA 1 ENCLOSURE, SIZE 1 MINIMUM 71 ® FIELD VERIFY PRIOR TO BID SERVICE ENTRANCE CONDUIT(S) TO LEASE SPACE EC EC TRANSFORMER AT 8' -0" A.F.F. a FIELD VERIFY PRIOR TO BID. SERVICE ENTRANCE FEEDER(S) TO LEASE SPACE DELIVERY BUZZER EC EC DELIVERY BUZZER PUSHBUTTON PUSH BUTTON UNIT FIELD VERIFY PRIOR TO BID. I.F.S. ENCLOSURE (SWITCHGEAR ASSEMBLY) ® CEILING SMOKE DETECTOR IF EC DUCT SMOKE DETECTOR SYSTEM CONNECTED DUCT MOUNTED PHOTOELECTRIC TYPE SMOKE DETECTOR COMPLETE WITH SAMPLING TUBES 0 277/480 VOLT PANEL TRAFFIC COUNTER • INSTALLED IN FACTORY STEP DOWN UNE TRANSFORMER & MOUNTING ACCESSORIES DUPLEX FLOOR RECEPT. W/ COVERPLATE 20 AMP, 120 VOLT FLOOR BOX - ONE GANG BOX: B2414; LID: S3825 TWIST -LOCK RECEPTACLE DREAMSTEAMER - (FURNISHED BY LSD &C) • INSTALLED IN FACTORY 120/208 VOLT PANEL(S) INSTALLED AT ALL EXIT DOORS, INCLUDING ROWNG GRILLES. IF IF MOTION DETECTOR CEILING OR WALL MOUNTED INSTALLED IN FACTORY SMART BREAKER SYSTEM FOR UGHTING CONTROL IF TWO GANG W/ RECEPTFLOD R BOX . , VOLT AND () 825 WITH SEPARATIONXFOR POWER AND DATA LIDS; (1) IF I I INSTALLED IN FACTORY LIGHTING CONTROLLER WITH POWER SUPPLY AND OVERRIDE STATION KEYPAD SEE FLOOR PLAN FOR LOCATION EMS SENSOR SINGLE GANG BOX (2"x4 ") FOR SENSOR WITH FACE FLUSH TO DRYWALL. IF OT THERMOSTAT INSTALLED IN FACTORY BREAKER LOCKS IF REFER TO MECHANICAL DRAWINGS FOR SPECIFICATIONS. IF AS REQUIRED BY ENGINEER POWER REFERENCE SCHEDULE NTS MECHANICAL / PLUMBING EQUIPMENT COORDINATION POWER WIRING AND CONDUIT / PULL STRING TO ALL HVAC EQUIPMENT EC EC ROOF TOP UNIT - DISCONNECT SWITCH • ROOF TOP UNIT - WEATHERPROOF GFI SERVICE REC. • WIRED BY EC AIR HANDLING UNIT (CW AND /OR HW, CW WITH ELECTRIC HEAT) - DISCONNECT SWITCH / FAN CONTACTS AC AC AIR HANDUNG UNIT (DX SPLIT) - DISCONNECT SWITCH / FAN CONTACTS AC AC CONDENSING UNIT (DX SPLIT) - DISCONNECT SWITCH EC EC CONDENSING UNIT (DX SPLIT) - WEATHERPROOF CFI SERVICE REC. EC EC FAN POWERED VAV / VAV SYSTEM (WITH OR WITHOUT ELECTRIC HEAT) - DISCONNECT SWITCH AC AC WATER SOURCE HEAT PUMP - DISCONNECT SWITCH • TOILET EXHAUST FANS (FRACTIONAL HP) WITH DISCONNECT SWITCH LD MC 0 ELECTRONIC CONTROL DAMPERS - DISCONNECT SWITCH 0 DUCT HEATERS • LOW VOLTAGE SYSTEMS PAGING SYSTEM - HARDWARE PAGING SYSTEM - WIRE • WIRED BY EC, FINAL CONNECT. BY PS PAGING SYSTEM - CONDUIT / PULL STRING v 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 CCTV / ALARM SYSTEM - CONDUIT / PULL STRING ® IF REQUIRED BY AUTHORITY HAVING JURISDIC. MUSIC SYSTEM - HARDWARE (SPEAKERS / CD PLAYER) MS EC MUSIC SYSTEM - WIRE EC EC MUSIC SYSTEM - CONDUIT / PULL STRING EC EC IF REQUIRED BY JURISDIC. HAVING DELIVERY BU72ER SYSTEM - HARDWARE Lp EC DELIVERY BUZZER SYSTEM - WIRE EC EC DELIVERY BUZZER SYSTEM - CONDUIT / PULL STRING EC EC IF REQUIRED BY AUTHORITY HAVING JURISDIC. MISCELLANEOUS ELECTRICAL ITEMS UGHTING FIXTURES AND LAMPS ID EC RECEPTACLES AND COVERPLATES ID EC FLOOR BOXES AND COVERS ID EC UNLESS OTHERWISE NOTED ON PLANS JUNCTION BOXES EC EC SENSORMATIC SYSTEM - HARDWARE • SENSORMATIC SYSTEM - POWER WIRING AND CONDUIT / PULL STRING • 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 / DEMOLRION GC GC CALL LSD &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 ® 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 5C SECURITY CONTRACTOR RESPONSIBILITY LL LANDLORD SSV SECURITY SYSTEM VENDOR OF CONTRACTOR. LSD &C LIMITED STORE DESIGN & CONSTRUCTION LECTRICAL RESPONSIBILITY SCHEDULE nnncnoAcnerun SYMBOL DESCRIPTION MANUFACTURER & MODEL NUMBER REMARKS -0 SINGLE RECEPT. W/ COVERPLATE 20 AMP, 120 VOLT DUPLEX RECEPT. W/ COVERPLATE 20 AMP, 120 VOLT QUAD. RECEPT. W/ COVERPLATE 20 AMP, 120 VOLT ' =00 DUPLEX RECEPT. W/ COVERPLATE 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. JUNCTION BOX JUNCTION BOX, 4" X 4" X 2 1/8" DEEP MINIMUM .J MAGNETIC STARTER FULL VOLTAGE STARTER IN A NEMA 1 ENCLOSURE, SIZE 1 MINIMUM 71 DISCONNECT SWITCH HEAVY DUTY, FUSIBLE AND NON- FUSIBLE DELIVERY BUZZER TRANSFORMER TRANSFORMER AT 8' -0" A.F.F. a 0/ DELIVERY BUZZER SEE FLOOR PLAN FOR MOUNTING HEIGHT DELIVERY BUZZER PUSHBUTTON PUSH BUTTON UNIT • ® CEILING SMOKE DETECTOR SYSTEM CONNECTED CEILING MOUNTED PHOTOELECTRIC TYPE SMOKE DETECTOR © DUCT SMOKE DETECTOR SYSTEM CONNECTED DUCT MOUNTED PHOTOELECTRIC TYPE SMOKE DETECTOR COMPLETE WITH SAMPLING TUBES 0 SINGLE PHASE MOTOR TRAFFIC COUNTER TC DUPLEX FLOOR RECEPT. W/ COVERPLATE 20 AMP, 120 VOLT FLOOR BOX - ONE GANG BOX: B2414; LID: S3825 TWIST -LOCK RECEPTACLE DREAMSTEAMER - (FURNISHED BY LSD &C) DOOR CONTACT INSTALLED AT ALL EXIT DOORS, INCLUDING ROWNG GRILLES. DC MOTION DETECTOR CEILING OR WALL MOUNTED MD TWO GANG W/ RECEPTFLOD R BOX . , VOLT AND () 825 WITH SEPARATIONXFOR POWER AND DATA LIDS; (1) I I O KEYPAD KEYPAD SEE FLOOR PLAN FOR LOCATION 0 SENSOR SINGLE GANG BOX (2"x4 ") FOR SENSOR WITH FACE FLUSH TO DRYWALL. OT THERMOSTAT SINGLE GANG BOX (2 "x4 ") FOR THERMOSTAT 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 El BAKER & Associates, Inc. Consulting Engineers a I LXP RE - m W -I LU CC W W ED, N C a=M o W - ~ w ce N a T . � �' 41 W W WI -' 8 N H w p ON J W a V J - VI = - O O a zyao m a a'O w � j O U w W 0. :MT VI Z O Z s 1 a r - - o= < I vi 3 w o c z r - p vo 6ajapUi, N0I -_p Z O W z U Z Z < aa. w t : a 0 Q 0 o _ W W to � �o0 co V lm0U z0,ra 2rp OWZ 00 -N a=OZZ� cNJ 4tr 0 0 oa 1-• z REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: E S nc W 1- z W 0 J DJ �® CO W .1 LL '• - in M 00 00 0) 0 H z N INDICATES NO REVISION TO THIS SHEET W W W 0 z a = w Z �oor3- a }rc g s W Z ? p r m a! ' a O w W w rZ = L O d W Z ap - O ;-' W r z z O J a N _ V N UZ a a �w p j r O} 3 p ii Q 2 ::3: W = J i:! ZN O O w Vl O ° aa� o aoa p_J 0 = y C7p C7 C7WW w �! wo w e a J L !;5 a N p r O rc w r W W J = a W a a U a V1 =m l Qm 0 OF OO Q: U 1 - z 0 C r 4 w ° a z� W L7 O 0 W OU r O d Z= m W w U = W } VI a Q � 0 W Z dW 0. V1 Z 0 C) 0 Z � Yrn °a ; L!CelE _ c 0 V d J at- z UO a O J a � p > p l O = UZ ° w3 ?w rW =Cc C) a � Z V 1 E 2 W 0 a Q a � I a ¢ ci 0 _ - z1- N O 1 Z ry Z VI N Z w w O g 7 0 W 0 Z < 0 N Q 1 W N 9 1-U O r .J 2 = O OZ acaF< 0L z 3da� 3 N o REVISIONS: ...maatEtl grit W IZ 0 0 (I) cam' X3P' i 1 It<W-L..A DRAWING NUMBER: 00 -I Z CO LJ O CO I w o 0 X W W 1- z in W DATE 04/25/08 TBA TBA TBA ELECTRICAL POWER PLAN NOTES 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. 2. ANY DISCREPANCY BETWEEN LSD &C DRAWINGS AND TENANT CRITERIA, LSD &C DRAWINGS SHALL TAKE PRECEDENCE. 3. 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. 4. IT I5 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. 5. 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. 6. 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, LSD &C, OR THE LANDLORD'S FIELD REPRESENTATIVE FOR CLARIFICATION. 6.a. AFTER BID, ANY QUESTIONS RELATING TO SPECIFIC M, E, OR P ISSUES ARE TO BE DIRECTED AS RFI'S THROUGH THE LSD &C PROJECT MANAGER. 6.b. SHOULD THE SPACE HAVE BEEN INACCESSIBLE FOR INSPECTION, CONTRACTOR MUST INDICATE SO ON HIS OR HER BID. 6.c. 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. 7. 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. 8. 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. 9. OWNER RESERVES THE RIGHT TO HAVE CONSTRUCTION REVIEWED BY AN OUTSIDE CONSULTANT PRIOR TO ACCEPTANCE OF THE PROJECT. 10. 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. 10.a. 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 LSD &C PROJECT MANAGER. 11. PROVIDE THREE SETS OF "AS- BUILT" DRAWINGS AND TWO BOUND SETS OF ALL OPERATIONS MANUALS, DIAGRAMS, SERVICE CONTRACTS, AND GUARANTEES TO LSD &C PRECEDENT TO FINAL PAYMENT. A REPORT PREPARED BY AN INDEPENDENT AIR BALANCE CONTRACTOR, HIRED BY GC, MUST BE INCLUDED IN THE CLOSEOUT PACKAGE. 12. THE ABBREVIATION ° LSD &C", WHEREVER IT APPEARS IN THESE ELECTRICAL DRAWINGS, SHALL REFER TO "LIMITED BRANDS STORE DESIGN AND CONSTRUCTION ". 13. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS OF ALL DIVISIONS OF WORK AND 15 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. 14. 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. 15. REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION WORK. 16. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT FIXTURE LOCATION. 17. 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. 18. 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 LSD &C PROJECT MANAGER'S PERMISSION IN WRITING. 19. IF APPLICABLE, RECONNECT, COMPLETE, AND MAKE OPERABLE ALL EXISTING LIGHTING, RECEPTACLES, AND CIRCUITRY. 20. PRIOR TO INSTALLING ANY UNDERGROUND CONDUIT, VERIFY CONDUIT SIZES AND POINTS OF SERVICE WITH THE SERVING UTILITIES. 21. 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. 22. ALL CONDUCTORS SHALL BE PHYSICALLY IDENTIFIED AT EACH END FOR CIRCUIT USAGE AND CONTINUITY. 23. 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 LSD &C'S PROJECT MANAGER. PAINTING OF CONDUITS, NOTED ON DRAWINGS OR SPECIFICATIONS WILL BE BY GENERAL CONTRACTOR. ELECTRICAL GENERAL NOTES NTS OODE024CONOTE CIRCUITING INDICATED ON PLAN I5 PARTIALLY DIAGRAMMATIC FOR CLARITY. CIRCUITING SHALL BE "THRU - WIRING" WHERE AND WHENEVER POSSIBLE. 2. FIELD VERIFY EXACT LOCATION AND ELECTRICAL REQUIREMENTS OF ALL HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR PRIOR TO ORDERING RELATED ELECTRICAL EQUIPMENT. 3. ALL RECEPTACLE CIRCUITS UP TO 100' -0" SHALL UTILIZE #12 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' -0" IN LENGTH SHALL UTILIZE # CONDUCTORS MINIMUM. CIRCUITS ABOVE 250' -0" SHALL UTILIZE #6 CONDUCTORS MINIMUM. 4. 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 LSD &C'S PROJECT MANAGER PRIOR TO ROUGH IN. 5. ALL RECEPTACLES AND COVERS (DUPLEX, QUADRAPLEX, ETC) SHALL BE THE COLORS AS NOTED IN THE ELECTRICAL POWER PLAN NOTES AND SCHEDULES. 6. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. 7. 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 I5 NOT ACCEPTABLE, IMMEDIATELY CONTACT LSD &C PROJECT MANAGER. 8. 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 METALLIC WATER PIPE IS SECURELY GROUNDED AS PER N.E.C. AND LOCAL CODES. 12. IFS ENCLOSURE FURNISHED BY LSD &C AND INSTALLED BY ELECTRICAL CONTRACTOR 15 HEREIN DESCRIBED: 12.a. EQUIPMENT NOTED HAS BEEN PREPURCHASED BY LIMITED STORE DESIGN & CONSTRUCTION. 12.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 I5 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. 12.c. ELECTRICAL CONTRACTOR IS TO CONNECT ALL PROVIDED INTERCONNECTING CABLES BETWEEN SECTIONS AND TORQUE CONNECTIONS PER MANUFACTURER'S REQUIREMENTS. 12.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 (I.E: 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. 12.e. 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. 12.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 INCLUDING FAUX 2X2 GRID NOT CENTERED IN 2X4 TILE. 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 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. 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. AS UPON REQUIRED COMPLET . ION OF THE WORK, CONTRACTOR SHALL ENSURE THE PROPER WORKING ORDER OF THE SYSTEM(S) AND MAKE ANY ADJUSTMENTS POWER PLAN CONSTRUCTION NOTES NTS OODE024AONOTE A ELECTRICAL RESPONSIBILITY SCHEDULE E ® ELECTRICAL CONTRACTOR SHALL INSTALL OCCUPANCY MOTION SENSOR SWITCH FOR CONTROL OF LIGHTS AS SHOWN. ELECTRICAL CONTRACTOR SHALL SET SWITCH FOR 15 MINUTES. MOUNT AT 44 "AFF. d CEILING MOUNTED IN -LINE FAN. REFER TO MECHANICAL DRAWINGS AND COORDINATE EXACT LOCATION. EXHAUST FAN SHALL BE CONTROLLED BY SAME DEVICE THAT CONTROLS LIGHTS IN RESTROOM. EXACT LOCATION. ® CONTRACTOR TO ROTATE FIXTURES SO THAT UL LABELS ARE NOT VISIBLE TO CUSTOMER. " JUNCTI Og CONTRACTOR TO INSTALL BRANCH CIRCUIT FOR BALLASTED LIGHT FIXTURES IN SALES AREA WITH A DEDICATED HOT, NEUTRAL AND GROUND CONDUCTORS. DO NOT SHARE NEUTRAL OR GROUNDS WITH OTHER BRANCH CIRCUITS. 4 (NL/EM) 1 A -2 1L /EM) E.C. SHALL TIE -IN EXISTING EXHAUST FAN TO NEW RESTROOM LIGHT FIXTURE. GG ?TA • (N L /EM T2 12' TT2 T ic lr 1_i H 1 II 11 I 11 IT it U U U' 1T _. i1 if . .... 11 11 II II I 11 . • TA • CC.TA II II I II II I II .1 ... II -._ _ 11_ _ t (NL )E)1 . T2 TA A . T2 _TA 4 ' TA CC CC TA 11 IT I II H H _ 1L .. . 11. If .. -IL .__ If - . IF . -- it r{ _ r1 H - . _ 1 11 II II II I II 11 11 11 II I1 L1 ll _ II . 11 ll. TA � GG cc 4 ' TA r -- r nr• - - -- 1f 1 11 11 IT I I 11 . __ .11._ . ll n I1 - I II II I II I -H It .. .... _ H1 . IL 11 ..1 A T2 TA TA A T2 11 11 11. 11 11 II II I Jt _ NOTE: ELECTRICAL CONTRACTOR SHALL REFER TO ARCHITECTURAL SHEETS FOR MOUNTING HEIGHTS AND INSTALLATION DETAILS FOR SUSPENDED LIGHTING FIXTURES. 1 0 10 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: REFER TO SHEET E04.1 FOR ELECTRICAL LIGHTING SCHEDULE AND LIGHT DESCRIPTIONS. NOTE: REFER TO SHEET E05.1 FOR PANEL SCHEDULES AND LIGHTING ZONE DESIGNATIONS. LIGHTING PLAN CODED NOTES ELECTRICAL LIGHTING PLAN 1/4" = 1' -O" A ®- •s THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West Streets Richfield. Ohio V. ": O Lai Z 2 zrna w w o a o a _ Tr; 0 0 1— W ce 0 x : 330) 659 -6688 Ph. )) 659 -6675 Fax J 1 f_ 2 q € rrp0139009 REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 0 - 0 I- z N J O W 2 a x m¢t - ztn N 1- (1) o az70 < z wz az U z U o U W 2 O H° Q W tn J U N a 0 Cn 0 CC W W U o g 1 4 Wez l •ict W W � N aD co co r W W • O � a W Z ¢ S w 0 ��a ( 7, ix a ~w W � OQ ~ a z to I " - st - W O � [Y W H= 3Wac� -, z cn ot'a osw I w 4 w wtna0ZJ a o z U tnz Z Z a_I- ca d 2 O� (] to - 0 V H �i Z }r J Z L� ZJ Z Z Z Z F a m W J -O N o a = o ap QQ2: Ua 0 W6 Z �O 10 w i OZ z z �caia z powc 0 pz<-0 v z a� m�oa r`� w t-m -LJ t =xYV V iV OQ t, c 7 W w 7 otL �3 x 1= m °� , ° .1p W � - a H Q s � 0 Y x N- N WJ Z aµ�a a(n m iim W- c)azo ;0 REVISIONS: cr ry OF T'i 1iliP:fii_A * INDICATES NO REVISION TO THIS SHEET W N O Q Z O O w w Q -I m t - cNxo �a 1- 0 I- 0 Z V1 J zO w fn QFa Y W z 0 z OSC Z � 0 0 � Da o m- c`NU O ly C7 .J Q W a}. ap � taii � rUQ- O �OU�cj a wp8wtn � w O Q o z x0� 0za _ 8 2 1 - � -- om 0 4z tnazw - U Cr) La Z z aQ U 1 -l-0 N t W 1- DRAWING NUMBER: o� a co O N H CO 0_ O Z 0 w o wj 0 NC W O CD < CO co O ▪ O- M o ▪ O 0 0_ w 04/25/08 TBA TBA TBA ELECTRICAL LIGHTING PLAN 1- LAI H a_ Z d (7 os V) D LA J DATE FIRE RATED PENETRATION SCHEDULE TYPE OF PENETRATION CONCRETE OR MASONRY GYPSUM BOARD /FRAME 'SPECSEAL FIRESTOP' PRODUCTS FLOORS UL SYSTEM # WALLS UL SYSTEM # FLOORS UL SYSTEM # WALLS UL SYSTEM # METAL CONDUITS MAX. 4 CAJ1080 CAJ108O FC1010 WL1049 SSS100 SEALANT CAJ1213 WJ1030 WL1088 LC150 SEALANT CAJ1198 CAJ1198 WL1062 PEN300 SILICONE PVC CONDUIT 2" AND SMALLER CAJ2031 WJ2018 FC2032 WL2093 SSS100 SEALANT PVC CONDUITS 2" THRU 4" CAJ2038 CAJ2038 WL2029 A RESTOP COLLAR CAJ2045 CAJ2045 FIRESTOP COLLAR CAJ2124 CAJ2124 FC2033 WL2059 WRAP STRIPS CABLE TRAY STEEL OR ALUMINUM CAJ4029 WJ4021 WL4008 FIRESTOP PILLOWS CAJ4020 CAJ4020 FIRESTOP MORTAR WJ4009 WL4005 SSS100 SEALANT ELECTRICAL BUS DUCT CAJ6003 CAJ6003 PEN300 SILICONE CAJ6008 CAJ6008 WL6001 SS5100 SEALANT MAX. 3" CABLE BUNDLES CAJ3154 WJ3022 WL3076 888100 SEALANT NOTES: 1. ALL U.L. LISTED 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. ALL U.L. USTED SYSTEMS SHOWN ABOVE ARE BASED ON "SpecSeal Firestop" PRODUCTS FROM SPECIFIED TECHNOLOGIES, INC. OR APPROVED EQUAL PRODUCTS FROM "3 –M" OR HILT!, INC. FIRE PENETRATION SCHEDULE SYMBOL A f 1 r A A 0 MS $D NL EM 60 0 SM 11_1 DESCRIPTION RECESSED DOWNLIGHT TRACK LIGHT TRACK HEAD SHOW WINDOW FLUORESCENT STRIP EMERGENCY FLUOR. STRIP FLUORESCENT TROFFER SCONCE DECORATIVE PENDANTS EXIT SIGN EMERGENCY LIGHT, SEMI - RECESSED EMERGENCY LIGHT, RECESSED SWITCH - MOTION SENSOR SWITCH - DIMMER NIGHT LIGHT EMERGENCY LIGHTING FIXTURE CEILING EXHAUST FAN TRAFFIC COUNTER SPEAKERS SUBWOOFER SECURITY CAMERA VIEW MONITOR FOR SECURITY SYSTEM NTS OODE033MOSCHD H MANUFACTURER & MODEL NUMBER REFER TO THIS SHEET FOR LIGHTING FIXTURE DESCRIPTION REFER TO THIS SHEET FOR LIGHTING FIXTURE DESCRIPTION REFER TO THIS SHEET FOR LIGHTING FIXTURE DESCRIPTION REFER TO THIS SHEET FOR LIGHTING FIXTURE REFER TO THIS SHEET FOR UGHTING FIXTURE DESCRIPTION DESCRIPTION REFER TO THIS SHEET FOR UGHTING FIXTURE DESCRIPTION REFER TO THIS SHEET FOR LIGHTING FIXTURE DESCRIPTION REFER TO THIS SHEET FOR LIGHTING FIXTURE DESCRIPTION REFER TO THIS SHEET FOR LIGHTING FIXTURE DESCRIPTION REFER TO THIS SHEET FOR LIGHTING FIXTURE DESCRIPTION REFER TO THIS SHEET FOR UGHTING FIXTURE DESCRIPTION HUBBELL WS1277W2 PASSIVE INFRARED, DOUBLE POLE, SINGLE THROW WALL SWITCH SENSOR WITH TWO SEPARATE RELAYS. WHITE COLOR FINISH. HUBBELL S61W, SINGLE POLE, SINGLE THROW WALL DIMMER SWITCH. WHITE COLOR FINISH. GC160, 120 VOLT, 1 PHASE, 115 WATTS NOTE: WALL MOUNTED /CEILING MOUNTED NOTE: ALL SYMBOLS MAY NOT BE USED ON THIS PROJECT. SHOWN FOR REFERENCE ONLY. LIGHTING SYMBOL SCHEDULE NTS OODE033KOSCHD 1. 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. UGHTING FIXTURES SHALL BE MANUFACTURED TO ACCOMMODATE "THRU- WIRING". ANY RELATED COSTS FOR MULTIPLE CONNECTIONS SHOULD BE INCLUDED IN BID. 2. ELECTRICAL CONTRACTOR'S BID SHALL INCLUDE THE INSTALLATION OF ALL LIGHT FIXTURES AND ASSOCIATED LAMPS FURNISHED BY LSD &C. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THE ADJUSTABIUTY 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 L5D &C PURCHASING AGENT WHO WILL THEN CALL THE DISTRIBUTOR FOR EXACT SPECIFICATION OF LIGHTING FIXTURES. IF THE CEILING SYSTEMS ARE FIRE RATED, ELECTRICAL CONTRACTOR IS TO CLOSELY COORDINATE FIXTURE REQUIREMENTS WITH LSD &C. 3. EMERGENCY AND EXIT LIGHTS 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 LSD &C PROJECT MANAGER FOR DIRECTION. 4. ALL LIGHTING CIRCUITS UP TO 100' -0" IN LENGTH SHALL UTILIZE #12 CONDUCTORS MINIMUM. ALL UGHTING CIRCUITS FROM 100' -1" TO 150' --O" IN LENGTH SHALL UTILIZE #10 CONDUCTORS MINIMUM. ALL LIGHTING CIRCUITS 150' -01" UP TO 250' -0" IN LENGTH SHALL UTILIZE #8 CONDUCTORS MINIMUM. CIRCUITS ABOVE 251' -0" SHALL UTILIZE #6 CONDUCTORS MINIMUM. 5. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. 6. EXIT /EMERGENCY LIGHTS AT STOREFRONT ARE TO BE CEILING MOUNTED AND CENTERED OVER OPENING. EXIT /EMERGENCY LIGHTS AT DOOR TO NON -SALES SHALL BE CEILING MOUNTED AND CENTERED ABOVE DOOR. IF PLAN LOCATION IS NOT ACCEPTABLE, IMMEDIATELY CONTACT THE LSD &C PROJECT MANAGER FOR DIRECTION. 7. 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. 8. ELECTRICAL CONTRACTOR SHALL REFER BACK TO ARCHITECTURAL SHEETS FOR MOUNTING HEIGHTS OF ALL WALL MOUNTED EMERGENCY EGRESS AND EXIT FIXTURES. IF PLAN LOCATION 15 NOT ACCEPTABLE, IMMEDIATELY CONTACT LSD &C PROJECT MANAGER FOR DIRECTION. 9. 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 LIGHTING 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 50 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. LIGHTING PLAN CONSTRUCTION NOTES NTS OODE033JONOTE F ELECTRICAL LIGHT FIXTURE SCHEDULE SYMBOL A5 AF BR CC F9 FG FK FM FR L5 L6 LG LM N1E T2 TA TP X2 X4 X6 XA DESCRIPTION 6" DIAMETER RECESSED COMPACT FLUORESCENT DOWNLIGHT, CLEAR CONE, MATTE FINISH, ELECTRONIC BALLAST, SELF FLANGED REFLECTOR 6" DIAMETER RECESSED HORIZONTAL LAMP COMPACT FLUORESCENT DOWNLIGHT, CLEAR CONE, MATTE FINISH, ELECTRONIC BALLAST, SELF FLANGED REFLECTOR 3" DIAMETER RECESSED /ADJUSTABLE MR16 DOWNUGHT, CLEAR CONE, MATTE WHITE TRIM, INTEGRAL ELECTRONIC TRANSFORMER, SECURE HOUSING TO STRUCTURE. CERAMIC METAL HALIDE TRACK HEAD, INTEGRAL ELECTRONIC BALLAST, CLEAR REFLECTOR, SNOOT, WHITE FINISH, BLACK SWITCH 4' CHAIN HUNG BARE LAMP FLUORESCENT STRIP, ELECTRONIC BALLAST, 1 LAMP IN SECTION, WITH EMERGENCY PACK. 4' SURFACE MOUNTED BARE LAMP FLUORESCENT STRIP, ELECTRONIC BALLAST, 1 LAMP IN SECTION, WITH EMERGENCY PACK. WIRE GUARD. 4' CHAIN HUNG BARE LAMP FLUORESCENT STRIP, ELECTRONIC BALLAST, 1 LAMP IN SECTION WIRE GUARD 8' CHAIN HUNG BARE LAMP FLUORESCENT STRIP, ELECTRONIC BALLAST, 1 LAMP IN SECTION, (2) 4' SECTIONS TANDEM WIRED ON ONE BALLAST, QUICK CONNECT PLUGS WIRE GUARD 4' SURFACE MOUNTED BARE LAMP FLUORESCENT STRIP, ELECTRONIC BALLAST, 1 LAMP IN SECTION WIRE GUARD 6' BARE LAMP FLUORESCENT STRIP, ELECTRONIC LOW BALLAST FACTOR BALLAST, 1 LAMP IN SECTION 8' BARE LAMP FLUORESCENT STRIP, ELECTRONIC LOW BALLAST FACTOR BALLAST, 1 LAMP IN SECTION, (2) 4' SECTIONS TANDEM WIRED ON ONE BALLAST, QUICK CONNECT PLUGS 4' BARE SIDE MOUNT LAMP FLUORESCENT STRIP, ELECTRONIC BALLAST, 1 LAMP IN SECTION 16' BARE SIDE MOUNT LAMP FLUORESCENT STRIP, ELECTRONIC LOW BALLAST FACTOR BALLAST, 1 LAMP IN SECTION, (4) 4' SECTIONS TANDEM WIRED ON ONE BALLAST, QUICK CONNECT PLUGS 1' X 4' SURFACE MOUNTED SINGLE LAMP FLUORESCENT TROFFER, PRISMATIC ACRYLIC LENS, ELECTRONIC BALLAST WITH EMPK 20" DIAMETER WHITE CORD MOUNTED SATIN BRUSHED ALUMINUM INCANDESCENT DECORATIVE PENDANT, CLEAR GLOSS POWDERCOAT EXTERIOR FINISH, GLOSS WHITE INTERIOR FINISH PAR30 FRONT LOADING GIMBAL RING TRACK HEAD, MATTE WHITE FINISH MR16 GIMBAL RING TRACK HEAD, INTEGRAL ELECTRONIC TRANSFORMER, MATTE WHITE FINISH PENDENT MOUNTED SINGLE CIRCUIT TRACK, MATTE WHITE FINISH SEMI – RECESSED CEILING MOUNTED LED EXIT SIGN, EDGE LIT, SINGLE FACE, INJECTION – MOLDED, WEDGE SHAPED ACRYLIC, RED LETTERS, INTEGRAL EMERGENCY SERVICE SEMI – RECESSED WALL MOUNTED (BACK) LED EXIT SIGN, EDGE UT, SINGLE FACE, INJECTION – MOLDED, WEDGE SHAPED ACRYLIC, RED LETTERS, INTEGRAL EMERGENCY SERVICE THERMOPLASTIC EXIT SIGN, UNIVERSAL MOUNTING CEIUNG/WALL, LED LAMPS AND INTEGRAL BATTERY BACK UP FOR 90 MINUTES SEMI - RECESSED CEIUNG MOUNTED EMERGENCY LIGHT FOR SALES FLOOR USE, (2) ADJUSTABLE LAMPS BELOW CEILING LINE, INTEGRAL BATTERY FOR EMERGENCY OPERATION. MANUFACTURER & MODEL NUMBER HALO– PORTFOLIO: C7032-1E-7001 –H LIGHTOUER– CALCULITE: 8021 CCDP, 56132BU JUNO: CV6 126 /32T 600C – SF HALO – PORTFOLIO: C6132 -1E- 6051 –H LIGHTOLIER– CALCUUTE: 8031 CCDP, 6132BU RSA: MLV3084, C500 /EL /MBA -35 CON –TECH: LVR316. CTR302– CL/WH –IM -35 AMERLUX: CYTL 20 T4 GU6.5 E WT TJ1 120 FL UBP SN WT BLACK SWITCH MERCURY: MM- 132– OCT –C– ELB --120V –EMPK MERCURY: MM- 132– OCT –C– ELB -120V –EMPK MERCURY: MM- 132– OCT –C– ELB -120V, WG –MM --140, CHAIN /3FT METALUX: SN- 132 –LRS- 120 –EB81 WG /SN - 4FT. EYE CAIN SET /3FT DURAY: EQH1132. WG -3 ". CHAIN /3FT MERCURY: MM- 132– OCT /BT –C– ELB -120V, (2)WG –MM -140, CHAIN /3FT METALUX: 8TSN- 132 – LRS - 120 –EB81, (2)WG /SN - 4FT. EYE CHAIN SET /3FT DURAY: EQH113217. (2)WG -3 ". CHAIN /3FT MERCURY: MM- 132– OCT –C– ELB -120V WG –MM -140 METALUX: SN- 132– LRS - 120 –EB81, WG /SN -4FT DURAY: EQH1132. WG-3" MERCURY: MM- 125– OCT /6T –C– ELB– LW -120V METALUX: 6TSN- 125 –LRS- 120– LEOC81 DURAY: EQH1125TZ MERCURY: MM- 132– OCT /8T –C– ELB– LW -120V METALUX: 8TSN- 132 – LRS - 120– LEOC81 DURAY: EQH1132TZ MERCURY: SMC- 1- 32 –OCT– ELB– LW -120V MERCURY: SMC- 1- 32– OCT /16T– ELB– LW -120V MERCURY: M30- 132– OCT -9A– ELB -120V –EMPK DELUX CUSTOM LIGHTING: #3404 CON –TECH: CTL2830P -40 JUNO, V689WH -SO _HALO; L1730P -50 INDY: 133T -W -50 CON -TECH: CT12116P. LA2050P -35 JUNO: V696WH, T538WH -35 HALO: L2717P -35 INDY: 78TL –W -35 CON –TECH: LT2P –LT12P wILA5012P– LA5118P 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 50LE -18W – 48W or 51T -18W – 48W or 5 _– HIGH– LITES: LED – BPN– RXFO -2 –RC HIGH – LITES: LED–BPN–RXFO-1 –RC ASTRALITE: TPURWEM HIGHLITES: XC –R -05 HEIGHT 9 5/8' 7 1/4" 3 1/2" 5 7/16" 3 1/4" 3 1/4" 3 1/4" 3 1/4" 3 1/4'' 1 11/16" 1 11/16" 3 3/4" 8 " 3 3/4" 11/16" LAMP 26 watt, T4, 4Pin GX24q -3 Base, Triple Compact Fluorescent, 3000K, 82CRI, 10,000 Hrs. 26 watt, T4, 4Pin GX24q -3 Base, Triple Compact Fluorescent, 3000K, 82CRI, 10,000 Hrs. 35 watt HIR, MR16, 2 Pin GX 5.3 Base, Quartz Halogen, Narrow Flood 24', 5000 Hrs. 20 watt, Ceramic Metal Halide, T4, GU6.5 TAL base, 3000K, 80CRI 32 Watt, T8, Medium BI –Pin Base, Linear Fluorescent, 3000K, 82 CRI, 20,000 Hrs. 32 Watt, T8, Medium Bi –Pin Base, Linear Fluorescent, 3000K, 82 CRI, 20,000 Hrs. 32 Watt, T8, Medium Bi –Pin Base, Linear Fluorescent, 3000K, 82 CRI, 20,000 Hrs. 32 Watt, T8, Medium Bi –Pin Base, Linear Fluorescent, 3000K, 82 CRI, 20,000 Hrs. 32 Watt, T8, Medium Bi –Pin Base, Unear Fluorescent, 3000K, 82 CRI, 20,000 Hrs. 25watt, T8, Medium Bi –Pin Base, Linear Fluorescent, 3000k, 82CRI, 20,000 Hrs. 32 Watt, T8, Medium Bi –Pin Base, Linear Fluorescent, 3000K, 82 CRI, 20,000 Hrs. 32 Watt, T8, Medium Bi –Pin Base, Linear Fluorescent, 3000K, 82 CRI, 20,000 Hrs. 32 Watt, T8, Medium Bi –Pin Base, Linear Fluorescent, 3000K, 82 CRI, 20,000 Hrs. 32 Watt, T8, Medium Bi –Pin Base, Unear Fluorescent, 3000K, 82 CRI, 20,000 Hrs. 40 watt, A19, Medium Screw Base, Clear Incandescent, 1500 Hrs. 40 watt, PAR3O, Medium Screw Base, IRC, Flood 25', 4200 Hrs. 35 watt HIR, MR16, 2 Pin GX 5.3 Base, Quartz Halogen, Narrow Flood 24', 5000 Hrs. LED LED LED (2) 4W Halogen 32 WATTS 32 WATTS 35 WATTS 25 WATTS 32 WATTS 32 WATTS 32 WATTS 58 WATTS 42 WATTS 51 WATTS 32 WATTS 98 WATTS 40 WATTS 40 WATTS 35 WATTS 4 WATTS 4 WATTS 4 WATTS 8 WATTS 120 V 120 V 12/120 VOLTS 120 VOLTS 120 VOLTS 120 VOLTS 120 VOLTS 120 VOLTS 120 VOLTS 120 VOLTS 120 VOLTS 120 VOLTS 120 VOLTS 120 VOLTS 120 VOLTS 120 VOLTS 120 VOLTS 120 VOLTS 120 VOLTS 120 VOLTS NOTES 1. ALL FIXTURES ARE FURNISHED BY LSD&C UNLESS OTHERWISE NOTED. 2. ALL UGHT FIXTURES AND WIRING METHODS WITHIN PLENUM CEIUNG SHALL BE "PLENUM APPROVED" AS 3. ALL UGHT FIXTURES WITH 'EM' AFTER FIXTURE DESIGNATION SHALL BE PROVIDED WITH AN EMERGENCY ONE (1) 48" LAMP. 4. ALL FLUORESCENT FIXTURES WITH DOUBLE –ENDED LAMPS AND BALLAST SHALL HAVE A DISCONNECTING LUMINAIRE AS REQUIRED BY NEC 410.73(G) PER LOCAL ORDINANCES. BALLAST, PRODUCING A MINIMUM OF 1000 LUMENS FOR MEANS EITHER INTERNAL OR EXTERNAL TO EACH ELECTRICAL LIGHT FIXTURE SCHEDULE NTS rrrin n :1 A ems_ • THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West S po v i s y -= La , 659 -8888 Ph. Richfield, Ohio , - " , ° 659 -6675 Fax } ' ^ m0 mz „OZVI � o a� - U o_ a ti w ❑ ❑ 0 c n a o C a Zw W W U ° W Z z , 2 N Z N - O0 0 :Q,,,z owwZO 14 w�cE o ¢ } ❑ - 0 W w0N W=rw�U � a x 0 - W W W N L eg EC g �~ W ° N 3 � z z, o - a 3` a-Owg ❑ - W V V7Z 8 1- x a }- ' ce ,;i 3 WO¢Z 1- — �¢V zcaw z wW • o co • l ❑ U 0= 3 O < HU0¢C 0 O z REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: ,,,,;t y 37 Tti�_� :. � c p e 2000 J- CC W 1- z W 0 D J o � � W J El W= co I— W C4 N oo co ' INDICATES NO REVISION TO THIS SHEET ( -i REVISIONS: t- 'C.1 uu a +..:_ DRAWING NUMBER: z i p - Id! -J - i w: 00 > - C z i �z,n t;;� R �Ow +NU Jm ¢ oaz :zu 41 -4J aao� �' -, W YI - iyUj} Q N rZF -ate 0 W= ��� Z LA0w° W wo-,no ° C'2, = --zC QO,U Z� }nr =az a'acj2c W W Oz� ,i�t/lU� a ❑ ° 0�z ° �Lz aoOr3� r�wo¢ a }rczs a�za v3 °�,�w W ❑ L. Z 4 7 W o O J ° N W l -JZZW W va °ate -2 w�- w v, vi s�`W °fzaoz� H ° W W 3° o o a a�° 4om ❑� J V1CZO W Z • MOO a aOVl ,'�.,° w : UVr_z�cr.) Co N �ww ❑ J W c O i H z�� t.OI_wwz N ^�O ❑7U N , =rxz 0 as3aWO • O W C z a (QxzUVi�'o f 1U - 0Q C7 C7 F Q2 , - sw d ¢ 21Oa iver OS OO1UW F-m3u c O ow VUa?o nay OF Tt nor A ELECTRICAL LIGHTING SCHEDULE H Z U O -, wj0 N4 W 11 0 Q J Z cO CD • O OD CD GI � w w O Ex O x w DATE 04/25/08 TBA TBA TBA 1 1 IFS NOTE: 1" CONDUIT FINISH CONDUIT WITH INSULATED BUSHING 1. FURNISH AND INSTALL 1" CONDUIT FROM IFS TO MAIN ENTRANCE AND FINISH CONDUIT WITH AN INSULATED BUSHING FOR FUTURE INSTALLATION OF THE TRAFFIC COUNTER. TENANT SPACE 2 0 MAIN ENTRANCE TRAFFIC COUNTER DETAIL DELIVERY BUZZER SCHEMATIC NTS OODE042POTRAF NTS P (LINE) 0 (NEUTRAL) N 120V PRIMARY TRANSFORMER O O 24V SECONDARY REAR DOOR PUSHBUTTON AT 48" A.F.F. O "SALES" BUZZER(S) AT BACK WRAP(S), (SMALLER FINNED VERSION) "NON- SALES" BUZZER(S) IN NON -SALES AREA AT 96" A.F.F. (LARGE GREY) N THOMAS AND B FPT449 WITH TE AND CODED NOTES A 20 AMP, 120 VOLT CIRCUIT F WITH DUPLEX RECEPTACLE. C AS REQUIRED TO ROUTE SHOWN. ROUTE UP I SPACE AND CONNE WR ENCLOSURE. PANEL SCHE CONNECT TO CIRCUIT SHOWN ON POWER PLAN. SS PLEX UTILITY POWER AND PATCH FLOOR DUIT TO WALL AS E WALL TO CEILING TO PANEL LOCATED INSIDE EFER TO POWER PLAN AND ES FOR CIRCUIT DESIGNATIONS. E RATED POKE -THRU RECEPTACLE OODE042MORECP CONNECT TO CIRCUIT SHOWN ON POWER PLAN. CARLON #E971FB WITH #E97ABR2 ADAPTOR RING WIREMOLD #895, BRASS WITH BEVELED EDGES. CODED NOTES A 20 AMP, 120 VOLT CIRCUIT FOR UTILITY POWER WITH DUPLEX RECEPTACLE. THE ELECTRICAL CONTRACTOR SHALL INSTALL RECEPTACLE. 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 WR ENCLOSURE. REFER TO POWER PLAN AND PANEL SCHEDULES FOR CIRCUIT DESIGNATIONS. FLOOR RECEPTACLE DETAIL MICROWAVE/REFRIGERATOR/CCTV NTS OODE042LORECP MOTION SENSOR SWITCH IN RESTROOM ER TO LIGHTING PLAN SHEETS FOR NOTE L1) (NEUTRAL) N 120V (LINE) L LOAD RESTROOM EXHAUST FAN G LOAD HEMATIC FOR 2 R.R. EXHAUST FAN NTS OODE042KOXFAN NTS 42DA142BOMICR L J 2' -3 1 /8' 1r BACK ELEVATION NTS REFER TO ARCHITECTURAL SHEETS B PLAN VIEW NTS CONNECT TO CIRCUIT SHOWN ON POWER PLAN CONDUIT STUB -UPS • 10 1/2" r - 1 1 Ci El L Ir REFER TO ARCHITECT PLAN c GENERAL NOTES 1. REFER TO ARCHITECTURAL SHEETS FOR ADDITIONAL INFORMATION. 0 • 8" CASHWRAP COUNTER DETAIL BATH & BODY WORKS 6 REGISTER CASHWRAP BACK WALL >CONNECT TO CIRCUIT SHOWN ON POWER PLAN 4' - 11" CASHWRAP & TELE /COMP SYSTEM NOTES L @ 20 AMP, 120V, CIRCUIT FOR UTILITY POWER W /QUAD RECEPTACLE INSTALLED AT 10" A.F.F. DIRECTLY BEHIND CUTOUT IN BACKWRAP. CONNECT TO CIRCUIT AS SHOWN ON POWER PLAN. 2. WIRING DEVICES ARE SHOWN FOR REFERENCE ONLY. COORDINATE FINAL INSTALLATION LOCATION WITH LSD &C PROJECT MANAGER IN FIELD. 3. DATA TERMINALS AND CONNECTIONS BY P.O.S. CONTRACTOR. 4. RUN METAL CLAD (MC) CABLE TO EACH RECEPTACLE FROM JUNCTION BOXES THRU WIREWAY WITHIN CASHWRAP COUNTER. 5. WIRING FROM CONDUIT STUB -UPS TO JUNCTION BOXES ARE TO BE RUN IN FLEXIBLE CONDUIT. 6. LABEL AND TAG ALL PULLWIRE RUNS AT EACH END WITH ORIGIN /DESIGNATION. 7. IF FRONT PORTION OF CASHWRAP IS ADJACENT TO A WALL, CONTRACTOR SHALL ROUTE CONDUIT FROM THE BACKWRAP TO THE FRONT CASHWRAP THROUGH THE WALL ADJACENT TO CASHWRAP INSTEAD OF ROUTING THROUGH FLOOR. ® REGISTERS SHALL SHARE (2) 20 AMP, 120 VOLT DEDICATED CIRCUITS WITH A SEPARATE ISOLATED NEUTRAL & 3RD WIRE GROUND. STUB UP (2) 3/4" CONDUIT 1" (A.F.F.) WHERE SHOWN ON DETAIL. INSTALL FLEXIBLE CONDUIT FROM STUB-UP TO JUNCTION 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 (2) 20 AMP, 120V, CIRCUIT FOR UTILITY POWER W /DUPLEX RECEPTACLE. STUB UP (2) 3/4" CONDUIT 1" (A.F.F.) WHERE SHOWN ON DETAIL. INSTALL FLEXIBLE CONDUIT FROM STUB -UP TO JUNCTION 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. O STUB UP 3/4" CONDUIT 1" (A.F.F.). INSTALL FLEXIBLE CONDUIT FROM STUB -UP TO 4X4 JUNCTION 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 ENCLOSURE. WIRE FOR DATA LINES TO BE PULLED AND CONNECTED BY P.O.S. CONTRACTOR. O TELEPHONE OUTLET ON INSIDE OF BACKWRAP UNIT INSTALLED AT 10" A.F.F. 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. O EDWARDS 1064 -G5 BUZZER INSTALLED BY ELECTRICAL CONTRACTOR AT 10" A.F.F.. SEE POWER PLAN FOR ADDITIONAL INFORMATION. 7 REG. CASHWRAP /BW -2 BACKWRAP NTS 42DE042E17RCW E ETHERNET 110 VAC POWER RED BLK ■I DMX PROFUSION X MEDIA SERVER H C G TIE SHLD T BLK 120 VAC POWER 0 142mA ZONE 1 OUT MONO MON OUT O ZONE 2 OUT MONO ZONE 3 OUT O + PROGRAM INPUT ZONE 4 TOA BG -130 MIXER AMPLIFIER SPEAKER OUTPUT TERMINALS 2 -CON. (W /SHLD) 20 AWG 70V. OUT 70V, RED BLK #18 AWG TWISTED PAIR PLENUM RATED CABLE: BELDON 89740, WEST PENN 25224 OR EQUAL (BY E.C.). E.C. TO FURN. FIRE CAN ENCLOSURES FOR SPKRS. (IF REQ'D BY CODE). WIRE TO BE COLOR CODED TO FACILITATE MAINTENANCE OF PROPER PHASING. SEE NOTE. TO SPEAKER WIRE VC 2 -CON. (W /SHLD) 20 AWG RED BLACK RED BLACK RDL PS -24A POWER 24VDC /25MA (GND REF) RED BLK COLOR CODE KEY FOR TAP ((WIRES): RED 25 WATT TAP GREEN 5 WATT TAP (NO USED RED I I BLACK BLUE 10 WATT TAP NOT USED YELLOW 15 WATT TAP (NO USED) RDL ST -EQ3 3 BAND EQUALIZER UNBAL. INPUT BAL. OUTPUT TO ADDITIONAL SPEAKERS (AS REQUIRED) VOLUME CONTROL UNIT (LOCATED ADJACENT TO PROPAC) FOR P05 AND FITTING ROOM SPEAKERS. NOTE: CUTOFF ALL BARE ENDS OF UNUSED TAP WIRES AND INSULATE WITH ELEC- TRICAL TAPE TO AVOID CONTACT WITH METAL SURFACES WHICH MAY CAUSE A SHORT IN THE SPEAKER LINE. CONNECT THE SPEAKER WIRE TO THE 70V. RED LEAD OF THE TRANSFORMER CORRESPONDING TO THE RED LEAD OF THE SPEAKER WIRE AND THE COMMON BLACK LEAD OF THE TRANSFORMER TO THE CORRESPONDING BLACK LEAD OF THE SPEAKER WIRE. NOTE: PROFUSION X TO BE LOCATED ON SHELF OF RECEIVING COUNTER. STUB 3/4" CONDUIT FROM JUNCTION BOX 0 65" A.F.F. TO JUST ABOVE CEILING. TO ADDITIONAL SPEAKERS (AS REQUIRED) R ED /C SOUND SYSTEM INSTALLATION DETAIL 42DE042COSOUN C CODED NOTES UTILITY POWER FOR SOUND SYSTEM NTS i ELEVATION Th 6 11 TO TELCO SECTION OF THE SWITCHGEAR. TO PANEL BOARD SECTION OF THE SWITCHGEAR. 2' 2" 2' 2" 6' 0" S "XS" J -BOX W /PULLWIRE FOR SOUND SYSTEM. COORDINATION EXACT LOCATION WITH SITE CONDITIONS. 4X4 J -BOX FOR SOUND SYSTEM ® JUNCTION BOX 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. 20 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. 30 20 AMP, 120 VOLT CIRCUIT AND QUAD 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. � �� ®20 AMP, 120 VOLT CIRCUIT AND DUPLEX RECEPTACLE FOR UTILITY POWER, IN A SINGLE 1/2" CONDUIT °4 . 1 1, ti .. BACK TO PANELBOARD SECTION OF IFS ENCLOSURE. CONNECT TO CIRCUIT SHOWN ON POWER PLAN. ` 5020 AMP, 120 VOLT CIRCUIT AND QUAD RECEPTACLE FOR WALKIE TALKIE, IN A SINGLE 1/2" CONDUIT BACK TO PANELBOARD SECTION OF IFS ENCLOSURE. CONNECT TO CIRCUIT SHOWN ON POWER PLAN. MANAGER'S WORK STATION DETAIL NTS ■■ THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West St • f • . w ',; 659 -6688 Ph. Richfield, ohio r }4:8 .. ' c ; � 659 -8675 Fax w w 0 r UDZ0 D • D a U r T �x [C (n 0 D v / i W L a W Z amWazo o W L I w W Z (# I_ 0 a 0 LJ ZN¢(_ W a O wwz ° wCC xa O Q } 1 w J awWO ¢ 2 7E a W O !:! a' f = a l � a r l x ,m Z N ° V � m 7 ' � a 3� O w� m I > � O 2 IaW- ocaz w w 0a Z r - aa j a p V N o r H° d La z � O w (.- a 0 0 CC a a w w N� �mW .- W W V) W 0 x V, z a 2 owz mo � o_xosz a _i_ ar0Oaa. 7i .-. 0 O x REQUIRED BY DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: LEP O, 3 ?C- tX LU 1— z W V Z D a O4 co ce Q J z LLI= LL CfPn w r M N a w w W O z O Z 0: F? x °o�3 wz03m ya i=m9 w,,, w0E- z w z ab�r Z7OOw rn U x r+- w O - o w a a -1 'n � ° )- 3 W m aa z a r O = 'n z La N 0 D w z - 3 Laao0 ao ¢ 41 re } a a ? s' w ia m zv c w 3 La 'n b j W ° - W c z S w g a J w o r rm3'nam op a) REVISIONS: $�1= CB A . INDICATES NO REVISION TO THIS SHEET PERMIT ELECTRICAL DETAILS DRAWING NUMBER: 0 w OO Wr° U � J Q] 'O ( a - ( , a Qa m (-7 a 2 r W/J : W Q� � � o z Z0 O (D a z � a 7ZZ0 W e Cn (17 z I - c e - 0 (7 0 rCi Q m } a x m w a 0 a w z� z N 7 U O D w : p i= _1 2 : J Q> W D 20 0OZz ( >z o 'w30 w 04/25/08 TBA TBA TBA H 0 8 -, w O Y W 0 - 0- < J Z cO bJ0C w ix 0 o_ x w DATE PAN E LDOARD B LOCATION: WR ENCLOSURE (IFS) VOLTAGE 120/208V., 3PH, 4W ISOLATED GROUND BUS MOUNTING SURFACE M.L.O. BUS RATING 100A A.I.C.: 65,000A LCL LTG ZONE CCT NO. LOAD DESCRIPTION CB LOAD CB LOAD DESCRIPTION CCT NO. LTG ZONE LCL AMP POLE A B C AMP POLE X -- 1 SPARE 20 1 O 2 400 _ -_ SEE NOTE NO. 1 BELOW 30 2 DEMO WATER HEATER 2 4.800 X X A 3 MANAGER'S RCPT 20 1 SEE NOTE NO. 1 BELOW 900 400 -1 (WITH HEATING) 20 1 SALES AREATK LTS 4 0 X X Al 6 MANAGER'S IG RCPT 20 1 AHU -1 480V, 3� 900 080 20 1 SALES AREA RCPT 6 C X ___ A 7 BACKWRAP RCPT 20 1 720 ,080 -- 27.5 20 1 SALES AREA RCPT 8 C X X D 9 SPARE 20 1 3.40 0 180 1/2 20 1 CU -1 SERVICE RCPT 10 C X X D 11 MUSIC /SOUND SYSTEM 20 1 800 820 20 1 NON -SALES RCPT 12 C X X D 13 CASHWRAP IG 20 1 1 40 20 1 NON -SALES RCPT 14 0 X X D 15 CASHWRAP IG 20 1 1,08020 20 1 SALES AREA FLR RCPT 16 C X D 17 CASHWRAP RCPT 20 1 720 080 20 1 SALES AREA FLR RCPT 18 C X D 19 CASHWRAP RCPT 20 1 640 080 20 1 SALES AREA FLR RCPT 20 C X A 21 SHOW WINDOW RCPT 20 1 1 20 1 SALES AREA FLR RCPT 22 X D 23 MICROWAVE 20 1 1 200 1,600 20 1 ROLLING GRILLE 24 X 0 25 REFRIGERATOR 20 1 1 ,200 00 20 1 FACP 26 X 27 (WR) TELEPHONE BRD. 20 1 360 800 20 1 WATER HEATER 28 D 29 MOTOR DAMPER 20 1 200 360 20 1 WALKIE TALKIE 30 D 31 SPARE 20 1 0 0 20 1 SPARE 32 D 33 SPARE 20 1 0 0 20 1 SPARE 34 35 (R) TEMP. CONTROLS 20 ^ 1 500 0 20 1 SPARE 36 37 SPARE 20 1 0 0 20 1 SPARE 38 39 SPARE 20 1 D 0 20 1 SPARE 40 41 SPARE 20 1 0 0 20 1 SPARE 42 LOAD /PH: 9,200 9,240 9260 TOTAL VA: 20,343 VA TOTAL AMPS: 57 A TOTAL VA: 27,700 VA TOTAL AMPS: 77 A LCL @a 25% PER PHASE 0 0 0 6,750 TOTAL LOAD /PH: 9,200 9,240 9,260 NOTES: ALL CIRCUITS BREAKERS TO BE 20 AMP, 1 -POLE UNLESS OTHERWISE NOTED. (ALL PHASES SHALL BE BALANCED WITH 7% USING ACTUAL LOAD TOTALS) BREAKER OPTIONS: BABR- SOLENOID OPERATED BABR LO - HANDLE LOCK -OFF DEVICE ST- SHUNT TRIP AUX - AUXILIARY CONTACTS PA- HANDLE PADLOCK ATTACHMENT GFC I - GROUND FAULT INTERRUPT HACR- HEATING, NC &REFRIGERATION LCL - CONTINUOUS LOAD PANELBOARD A LOCATION: WR ENCLOSURE (IFS) VOLTAGE 120/208V. , 3PH, 4W MOUNTING SURFACE M. L.O. BUS RATING 100A A.I.C.: 65,000A LCL LTG ZONE CCT NO LOAD DESCRIPTION CB LOAD CB LOAD DESCRIPTION CCT NO. LTG ZONE LCL AMP POLE A B C AMP POLE X -- 1 SALES NUEM LTS 20 1 384 486 _ -_ SEE NOTE NO. 1 BELOW 20 1 STOCKROOM LTS /FAN 2 4.800 X X A 3 SHOW WINDOW LTS 20 1 SEE NOTE NO. 1 BELOW 198 020 -1 (WITH HEATING) 20 1 SALES AREATK LTS 4 0 X X Al 5 SIGN 20 1 AHU -1 480V, 3� 130 230 20 1 SALES AREATK LTS 6 C X ___ A 7 SPARE 20 1 0 1 140 -- 27.5 20 1 SALES AREATK LTS 8 C X X D 9 SALES TK/PENDANT LT 20 1 3.40 1,474 1,002 1/2 20 1 SALES AREATK LTS 10 C X X D 11 SALES TK/DOWN LT 20 1 1 80 20 1 SALES AREATK LTS 12 C X X D 13 SALES PERM. BOXES 20 1 1 ' 010 20 1 SALES CENTER LTS 14 0 X X D 15 SALES PERM. BOXES 20 1 540 20 1 SPARE 16 C X D 17 SALES PERM. BOXES 20 1 900 0 20 1 SPARE 16 C X D 19 SALES PERM. BOXES 20 1 1 0 20 1 SPARE 20 C X D 21 SALES PERM. BOXES 20 1 1,060 d 20 1 SPARE 22 X D 23 SALES PERM. BOXES 20 1 1 0 20 1 SPARE 24 X 0 25 SALES PERM. BOXES 20 1 720 0 20 1 SPARE 26 X 27 NON - SALES NUEM LTS 20 1 268 0 20 1 SPARE 28 D 29 SPARE 20 1 0 0 20 1 SPARE 30 D 31 SPARE 20 1 0 0 20 1 SPARE 32 D 33 SPARE 20 1 0 0 SPACE ONLY 34 36 SPACE ONLY 0 0 SPACE ONLY 36 37 SPACE ONLY 0 0 SPACE ONLY 38 39 SPACE ONLY D SPACE ONLY 40 41 SPACE ONLY 0 0 SPACE ONLY 42 LOAD /PH: 6,400 6,682 5,292 TOTAL VA: 20,343 VA TOTAL AMPS: 57 A LCL ce 25% PER PHASE 1,350 1,396 1,323 TOTAL LOAD /PH: 6,750 6,976 6,615 NOTES: ALL CIRCUITS BREAKERS TO BE 20 AMP, 1 -POLE UNLESS OTHERWISE NOTED. (ALL PHASES SHALL BE BALANCED WITH 7% USING ACTUAL LOAD TOTALS) BREAKER OPTIONS: BABR - SOLENOID OPERATED BABR LO - HANDLE LOCK -OFF DEVICE ST- SHUNT TRIP AUX - AUXILIARY CONTACTS PA- HANDLE PADLOCK ATTACHMENT GM - GROUND FAULT INTERRUPT HACR - HEATING, AIC &REFRIGERATION LCL- CONTINUOUS LOAD 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 120V, 10 --- 1.8 -- 2 #12 THHN 1 #12 G 1 / 2 " 'AC' TOGGLE SWITCH 20A -2P - -- _ -_ SEE NOTE NO. 1 BELOW O INSTANTANEOUS WATER HEATER(S) 206V, 10 -- 4.800 -- � 10 GHHN 1/2'° 'AC' TOGGLE SWITCH 30A -2P - -- - -- SEE NOTE NO. 1 BELOW O SPVAV -1 (WITH HEATING) 277/480V, 30 -- 5.00 . HEAT __ 4 #12 THHN 1 #12 G 1 / 2 THRU UNIT DISC. SW. 15A -3P --- __ r SEE NOTE NO. 2 BELOW 0 AHU -1 480V, 3� - - 22.00 HEAT 26.5 3 #6 THHN 1 #10 G 3/4" THRU UNIT DISC. SW. 45A -3P ___ - -- SEE NOTE NO. 2 BELOW O CU -1 480V, 30 -- -- 27.5 3 #8 THHN 1#10 G 3/4" THRU UNIT DISC. SW. 35A -3P 60A 35A SEE NOTE NO. 3 BELOW 0 EF -1 480V, 30 -- -- 3.40 3 # THHN 1#12 G 1/2 THRU UNIT DISC. SW. 15A -3P 30A 15A SEE NOTE NO. 2 BELOW NOTE: SWITCH TO BE FURNISHED BY LSD &C AND INSTALLED BY ELECTRICAL CONTRACTOR. SWITCH TO BE FURNISHED AND INSTALLED BY MECHANICAL SUPPLIER. SWITCH TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. 1. 'AC' TOGGLE 2. DISCONNECT 3. DISCONNECT ELECTRICAL LOAD SUMMARY DESCRIPTION ACTUAL CONNECTED (kWkV, POWER FACTOR ACTUAL DEM ID (kVA) NEC CONNECTED (kVti INA) NEC DEMAND FACTOR NEC DEW ND (kVA) LIGHTING 2.214 1. 0 2.214 2.214 1.25 2.768 TRACK LIGHTING 7.510 1.0 7.510 7.510 182 FT 150VAI2FT tt: 13.650 SHOW WINDOW 0.070 1.0 0.070 0.070 12 FT 200VAIFT ** 2.330 RECEPTACLES 21.520 1.0 21.520 21.520 1.0 10K 0.5 REMAINING 15.760 MOTORS 4.886 1.0 4.886 4.886 1.25 6.108 AIR CONDITIONING 28.276 1.0 28.276 28.276 1.0 t *t* 28.276 ELECTRIC HEATIN 27.000 1.0 0.000 27.000 1.0 0.000 WATER HEATER 6.600 1.0 6.600 6.600 1.0 6.600 MISCELLANEOUS 6.060 1.0 6.060 6.060 1.0 6.060 TOTAL 104.136 77.136 104.136 81.551 NOTES: s USE GREATER LOAD OF THE TWO CATAGORIES ** NEC ARTICLE 220-43 REQUIREMENT (200VA PER FOOT OR ACTUAL CONNECTED) * * NEC ARTICLE 220-43 RECURIEMENT (150VAJ2FT OR ACTUAL CONNECTED) t *t* 125% OF THE LARGEST MOTOR OR COMPRESSOR IN SYSTEM NEC DEMAND WV t1 000 = MNIMJM FEEDER AMPERAGE SYSTEM VOLTAGE " 1.732 81.551 1 1000 = A NEW 250A SERVICE 208 " 1.732 PANEL "A" M.L.O. io al 1 c of io ooI Iom 1117 CIE 10 cc ®o@ I IEn o@ PER oo o Jooe = =uuu 8888 mo 413 al 00 0 @ o ru a m lIMIINMII I El o f 1 1117 a@ 0 co ►m o@ 0 a IQaaI o m ��a Im @ om uuu 888 Imo@ a cc go m LEI o@ RREI i o m 888 o0 0 @ IIa od Ed a co uuu HIE ®oI go co 1 A o oa 4 aoo I PANEL "A" M.L.O. Iom ®o@ I oo o Jooe mo 413 al 00 0 @ 9888 uuu, ,DE1,7,1:1 ��a uuu 888 go m o0 0@ i o m o0 0 @ IIa od ®o@ a co ®oI go co ®o@ 4 aoo ® ❑@ io EE ®o@ II oa m o@ 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 LSD &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 (ie: ZONE A, B. C, D) 13. IFS ENCLOSURE FURNISHED BY OWNER AND INSTALLED BY ELECTRICAL CONTRACTOR IS HEREIN DESCRIBED: 14. 1. 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. ELECTRICAL CONTRACTOR SHALL INCLUDE ALL COSTS TO FURNISH AND INSTALL ALL LOW VOLTAGE WIRING IN CONDUIT, AS PART OF BASE BID. 3. DEMARC DEMOLITION NOTES 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 LIMITED TECHNICAL SERVICES (LTS). THE PRIMARY CONTACT IS BRENDEN SPIVEY AT 614 - 415 -4077, AND THE SECONDARY CONTACT IS ZELDA WARD AT 614- 415 -2160. 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. ALL FEEDER BREAKERS IN 'PANEL MDP', SHALL BE FULLY RATED TO PROVIDE AN INTERRUPTING RATING 65,000 AMPS RMS. 2. FEEDER BREAKER "MDP -4 & MDP -6" SHALL BE "SERIES" RATED WITH DOWNSTREAM PANELBOARDS TO PROVIDE AN INTERRUPTING RATING FOR PANELBOARDS OF 65,000 AMPS RMS. 3 PANELBOARDS OR OTHER EQUIPMENT THAT IS PROTECTED BY "SERIES" RATED OVERCURRENT DEVICE 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. ELECTRICAL RISER DIAGRAM, PANEL SCHEDULES, AND NOTES L.O. L.O. 'I 1 ) 1 f' , i1) (�,:'1) 1 v1) I w1) w'1) (\/) IFS IS A SINGLE SWITCHGEAR ENCLOSURE THAT MEETS NEMA STANDARD PB -2 AND UL 891 (SWITCHBOARD CONSTRUCTION). { E.C. SHALL FURNISH AND INSTALL 4 #250 KCMIL THHN + 1 #4 CU G. +1#4 CU I.G. IN 2 1/2" CONDUIT. NOTE: G.C. IS TO VERIFY LOCATION AND SIZE OF LANDLORD ELECTRICAL STUB -UP (IF EXISTING) PRIOR TO BEGINNING OF CONSTRUCTION INCLUDING OTHER RELATED WORKS. REFER TO FIELD SURVEY OR DESIGN CRITERIA. ,LEASE LINE LANDLORD TENANT SPACE le• SEE SERIES RATED NOTE # E.C. SHALL COORDINATE INSTALLATION OF TENANT ELECTRICAL SERVICE METER. FIELD VERIFY REQUIREMENTS WITH THE LANDLORD AND /OR UTILITY COMPANY, PRIOR TO BID AND WORK COMMENCEMENT. E.C. SHALL FURNISH AND INSTALL 400A, 120/208V, 30, TENANT MAIN DISCONNECT SWITCH WITH (3) 250 CLASS T FUSES. FIELD VERIFY REQUIREMENTS WITH THE LANDLORD ENGINEER PRIOR TO BID AND WORK COMMENCEMENT. APPROX. 10' -0 ". FIELD VERIFY EXACT DISTANCE PRIOR TO BID. HAC 1 45A 3P 0 CU -1 HACR 35A 3P SPVAV -1 HACR 15A 3P 0 0 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 { 4 L.O. L.O. L.O. L.O. L.O. Lighting Time Control Legend: Al - Exterior Signage Blade Sign Internally Illuminated Transoms Storefront Downlighting A - Marketing Level Lighting Show Window Lights Show Window Receptacles B - Stocking Stockroom (Non - Sales) Lighting C -- Task Level 2/3 Sales Floor Lighting evenly General Sales Floor Receptacles D - Sales Level Lighting Balance of Sales Floor Lighting Interior Display Lighting Display Cabinet Lighting Receptacles distributed (preferably Down Lights) EF -1 15A 3P 0 0 -PANEL MDP; 120/208V; 30; 4W; 60HZ SUPPLY; 400A BUSS; 65,000 A.I.C. PANEL B 1 0 c� PANEL A 1 O C� 4 #2 + 1 #8 XHHW 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 4 #2 + 1 #8 XHHW + 1#8 XHHW IG SE: SERIES RA ED NOTE # B -35 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 TELEPHONE /HVAC EQUIPMENT CONTROL PANEL 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 LEI u 42 B -27 4 1\{ E.C. SHALL FURNISH AND INSTALL A 3/4" CONDUIT AND PULLWIRE FROM DEMARC TO IFS ENCLOSURE. DEMARCATION POINT PROVIDED BY PHONE CO. (REFER TO DEMARC DEMOLITION NOTES). .C. TO PROVIDE AND INSTALL FIRE RESISTANT 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. ROOF LINE LEVEL CEILING LINE PANEL HEIGHT, TOP OF IFS PANEL FINISH FLOOR LEVEL L.O. kkb N.T.S. • • THORSON BAKER & Associates, Inc. Consulting Engineers v 3030 went stneete I�chfield, Ohio W ( 7 w m z o zzv - , 0 0 - -A_,.. 4 , ELM O r 0 oa FEE s DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: CCD 0 3 2Ll09 0 o - p z _1 ? �.- z :!) w� UOil 0 rNV) EL 12 ao'n v) c o : cn o - W W F aoWaz 0 avzcai� ■ 2 o 00 I W w p '''� � �- U W WN Z 1- Q a w V) 0 Dom ww 7QuiZyz v)o 0 z 0 a ,_ 0 '-. 1- owwza0 ) -oaz u-aco o p a a �� Zoz a,},41ON� FZ cg r ar pLa,a axmL a� 2° z a a i_x w a aWW wp xa w,j 4 w� �--Z 2y0 a o 5 4 � 5 wo~=z w 3,,,a- a p �E -o v,v�i' - er a v)- ` W z�a m x ro a 3 CD a�W 0 w0 00 U= p ' v or v) J WSFa >Z it a 2wO a= W WO a c)� z Y 0 Z Z Z F J � N m W aV1azO a Z= aNOr -p &,ZM 00W ozyW�a� Zoce2Npa ZacIw�oo a }O°aw a F Z 2 W OIX W W F W- V1 . CE U ce cn m &- ao - aZ O 2 < 0 = fw/1 Y2 ,L22 :w z o v+ a 2 O Z a S W ii a J W CI arOOaaJG �m3,namO INDICATES NO REVISION TO THIS SHEET REVISIONS: RECEIVED OF T1 11R`wi: sa PERMIT ESil u. DRAWING NUMBER: 859 -6688 Ph. :359 -6675 Fax z w a z Y0 ,z 2 p,, o C� ~ Q x � _ o a 4 z CD 0 r0 w - : m apzaw a J W v oa z NJ U 74,12-1 pN 74J12- sUOwZ- v7 • W WO D. L000D v) E oaoaz a U Z0- • - a o m , �Z V, )_Z aa u) Z U ap:V, O d -c . Urz }- V N - W w O 0 p+ ; . -J I 1 . - ?w z ( - ) 01- 0020 1= 0 01Z' J2z 02au aMao u- m §aQa3 N0 _ < _ .__ w s E2 W E2 E2 ~o a �fn N 0 V) O = 0cis L Z W U C.3 CJ 0 0 CD N co CO 0 O W I -1 z Co L- O CO la O ccn N oo Ldw 0 ao w c0 (Y 0 ■ O I- J c' 0 x J W ��O (.' E V) W W 2 0- O >- ct a = Q H I J •• w1- 0v)o NF- VV)OJ REQUIRED BY: DATE 04/25/08 TBA TBA TBA ELECTRICAL PANELS AND RISER DIAGRAM! 4200351 TO FACP ZONE 1 TO FACP TO FACP ZONE 3 TO FACP TO FACP TO BE CONNECTED /TIED -IN TO THE HALL /BUILDING FIRE ALARM SYSTEM. FIELD VERIFY AND COORDINATE ALL RELATED REQUIREMENTS PRIOR TO BID T AND WORK COMMENCEMENT. TO FACP TO FACP ZONE 2 If -- I 11 1 I 1 11. 1 TO FACP ZONE 4 II II 11 .1L_ _ . ._ 11. TT • - TT • •' II II II II I 11... 11 T __ . TT Ir. ._ _- ____, H H H 11 .. _ LL . _.J_ ._ --.. 11.. T TI • • TT I II II I II I - ri U I1 JL. . 11 - -- - 11 TT 11 11 II •1 II 11 L . _ . J I .. . _JL_ _. 1 II 11 .11 TO FACP TO FACP ZONE 3 ® FACTORY INSTALLED DUCT MOUNTED SMOKE DETECTOR. ELECTRICAL CONTRACTOR SHALL CONNECT DETECTOR TO FIRE ALARM PANEL IN SPACE. O. FIRE ALARM CONTROL PANEL WITH BATTERY BACK —UP AND A MINIMUM OF 6 ZONES FURNISHED AND INSTALLED BY FIRE ALARM CONTRACTOR. FIRE ALARM CONTROL PANEL SHOULD BE TIED —IN WITH THE EXISTING MALL CENTRAL FIRE ALARM SYSTEM. CONTRACTOR SHALL COORDINATE WITH THE LANDLORD ENGINEER ALL FINAL SEQUENCES OF OPERATION. 3Q FIRE ALARM HORN /STROBE FURNISHED AND INSTALLED BY THE FIRE ALARM CONTRACTOR (REFER TO SPECIFICATIONS FOR MOUNTING HEIGHTS), WIRED BY ELECTRICAL CONTRACTOR. ® FIRE ALARM PULL STATION FURNISHED AND INSTALLED BY THE FIRE ALARM CONTRACTOR (REFER TO SPECIFICATIONS FOR MOUNTING HEIGHTS), WIRED BY ELECTRICAL CONTRACTOR. 50 CEILING SMOKE DETECTOR FURNISHED AND INSTALLED BY FIRE ALARM CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. ® FIRE ALARM STROBE FURNISHED AND INSTALLED BY THE FIRE ALARM CONTRACTOR (REFER TO SPECIFICATIONS FOR MOUNTING HEIGHTS), WIRED BY ELECTRICAL CONTRACTOR. FIRE ALARM CODED NOTES 42DF011DONOTE 1/4 " =1' -0" A ■�_ ®■ THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West Streets... 330) 859 -8688 Ph. Richfield, Ohio 403 - ; .., 330)) 659 -6675 Fax "if/ i lY F W II U ph m vF rn N r n L � Z O Z V 1 O 0 J h p W oO� V h a =N 1 n a W p' C z N W d' Z Z C Z a w a z U Z V 7 z O1- - W 1- W 0 a .._ o p < Lu v, =O.Zyz O �ZVF• -o .. - O W W Z O H O a Z a � w ozcaz Cc a= M o w O O F_ C W1- F- v~i �c�i a CGxxa j3oh 1 ,, i whW w cW W W ~�Ztn O :�O w0 -.. a ~W $wV. a��o zoO =_ O =OJ m a ¢z=g pL_iwZ0() UW cI- V] W�}� V (naOZJ [7 c z J 70w i-1- Q Qx W pa x 1n —oc:<Q (/ m� = � 3w V),0 ,,z O ) — M-JCe0 Z ZZh <�-'V! WaV1a Z "� aa z c 0 a 01 - O O a O °°:: F- p zzWV ac z d m Jo a ZQawLtpO� 3Q } O ZZ Oao . agora - mp�pamoi� pazvaL3 - W W V1 -- W W 0 -O - W W = hO Id 2 V aLa OwZ o ur aroa<a S z. - to CmO cn O 0 0 oa Fing x a m REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: P 0 3 2000 cc W H z W V J D a O g c , ci W J - 2 LI. l O � LU N I ,. 00 00 0, REVISIONS: . INDICATES NO REVISION TO THIS SHEET FIRE ALARM PLAN RECEIVW :F OF 1' pE1 5 i14+rC : w• DRAWING NUMBER: Z a 1- Lu V7 a r O z r W M J_ CD F- hi J6] F - N x O a F 4 1- C OZ VI J a ZOW w �� U N�hO`� w �w atn a 2p� V h p m : �nay^ p U x � a� 2 o�� -WO >- maZa >�, d J� Z W O C V O 1 z ?W - Z2 I• p V a VI OO I w • w VI VJ N 2 O C Q O Z U Z a W W� aaa= om c 4Z(n¢pw �aar wo a 4C h o h_ Z - U U7 � Z W !L W Q Unp ? w L w Z V fnr 0 00 0 i Q0r O Z K a Qp L� z 3 aa a 3 WO z� zz4 h ,)V7V0O C7 0 W � ~ a } } } zOVIO IkZ V h O V a? O U J Z o0 co LA O O- M w w O Ct OO 0 x w 1— W � H 0_ O_ Z 0_ CD ati O fl) p v) to J DATE 04/25/08 TBA TBA TBA 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 IN NON -SALES AREA ZONE #2 = SMOKE DETECTOR IN SALES AREA ZONE #3 = MANUAL PULL STATIONS ZONE #4 = DUCT DETECTORS FOR H.V.A.C. UNITS ZONE #5 = WATER FLOW SWITCH ZONE #6 = 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 DETECTORS, PHOTOELECTRIC TYPE #2451- DH400ACDC 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 80" A.F.F. AND NOT GREATER THAN 96" A.F.F. OR PER NEPA 72, ADA, OR LOCAL JURISDICTION, WHICHEVER IS STRICTER, #SS2475ADA. 3. OWNER TO PROVIDE WIRING AND CONNECTION TO "LOCAL ENERGY MUNICIPAL BOX OUTPUT ". ALL FIRE ALARM CONDUCTORS TO BE AS RECOMMENDED BY MANUFACTURER. 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 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. 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. 4. 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. 5. LANDLORD'S FIRE ALARM CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO LANDLORD'S FIRE ALARM SYSTEM AT THE TENANT'S SOLE COST AND EXPENSE. 6. 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. 7. 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. 8. REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION WORK AND EXACT FIXTURE LOCATIONS. 9. 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. 10. 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. 11. ACCESS TO ALL COMPONENTS AND EQUIPMENT MUST BE PROVIDED TO MEET CODE AND SERVICE /MAINTENANCE EASE. 12. THE CONTRACTOR SHALL VERIFY WITH LOCAL CODES AS TO THE REQUIREMENT /INSTALLATION OF THE FIRE ALARM SYSTEM. 13. UPON COMPLETION OF THE WORK, CONTRACTOR SHALL ENSURE THE PROPER WORKING ORDER OF THE SYSTEM(S) AND MAKE ANY ADJUSTMENTS AS REQUIRED. 14. FIRE ALARM CONTRACTOR SHALL PROVIDE UL LISTED FIRE STOPPING SYSTEMS AROUND ALL CONDUIT PENETRATIONS THROUGH RATED WALLS (REFER TO H /E03.3). FIRE ALARM GENERAL NOTES SYMBOL FACF 0 rELR J RELAY F5 El DESCRIPTION FIRE ALARM CONTROL PANEL FIRE ALARM MANUAL PULL STATION CEILING MOUNTED SMOKE DETECTOR FIRE ALARM HORN STROBE DUCT MOUNTED SMOKE DETECTOR END OF LINE RESISTOR FAN SHUT DOWN RELAY FIRE ALARM WATER FLOW SWITCH FIRE ALARM STROBE NTS OODF013DONOTE D 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. MOUNT CENTER OF DEVICE AT 48" A.F.F. 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. FIRE ALARM LEGEND NTS OODF013COLGND B -26 < NOTE: ZONE 4 �� C ZONE 1 ZONE 2 RELAY w IN CEILING O 0 © 0 0 O 0099 © ©m ZONE 5 ZONE 3 p (FIRE ALARM PULL STATION) • • • • • 13 11 © © © © FS FAC (6 ZONES MINIMUM) TO MALL FACP SYSTEM ELR (SALES AREA) (NON -SALES AREA) (FIRE ALARM AUDIO /VISUAL STROBE) (WATER FLOW SWITCH) VERIFY LOCATION & QUANTITY ON THE JOB. FIRE ALARM SYSTEM SHOWN IS FOR REFERENCE ONLY. GENERAL CONTRACTOR IS TO HIRE MALL 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. FIRE ALARM SINGLE LINE DIAGRAM NTS • THORSON BAKER & Associates, Inc. Consulting Engineers B 3030 West Streetabo Richfield. Ohio 4428 • 'E XPIRES W ti Mw V7 C7 m z V O o wu- 'rc= 0p w aowaz0 Z W 7W U 0r w � Z 0 E r 0 La z Z N a r O o a Vim LO ciN qqr se 0 0 U) 0 W Z W ao ▪ CO QI .. D -i o 0 � o ota ce GC o 1- w z 0 J W V1 z � _� LL, cn —414 0 WM CL ii1 N REVISIONS: EX S En 0 3 2Q09 U Z 0 Z f r n pw � r 00 � Z smarm a 0 Z0 O [ .]� J p a_0.70iJ O :27; 2 ' J 6 aoz avpi q O w - _ W r F - O 5 W -, w O C G W o 2 y 0 r W O ; Z ilii;,; pw p wZ� a wd v, 0 ZoY z ¢ z • -aC]� r _ 2 fn U q Y 0 a p ( o 1- . r t 7 w 0 a �� a � a z �Z02�p U Cw,10 J p r=.j �H W1 - -1 z Z - Ow HZZ ¢ Ow �c?a 0 Q °�pr Q �q ~7WC0 -7 u7=Wp� z Q W - REQUIRED BY: DATE • INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: cm? OF TL,troA LA 'alt'( .) 1 OP PFRMIT GEN ! s; FIRE ALARM PLAN NOTES AND DETAILS DRAWING NUMBER: 1 659 -6688 Ph. —6675 Fox 1 .— 0 < LI- 021 CNI o0 f1 0 Z .. 0 W H O aCCCL Y W 0 Ca ■■■.■ J Z CO 0 OM CO O V) N a �n W W f 0 0 W 04/25/08 TBA TBA TBA S C EXST'G 3" SPKL B 14' --0" A.F.F c • 7 • • • • 0 41 4 ► 0 0 A A ) 1 V v 1�1 v (TYP.) A ( 1 • • 0 A ) • • A 1 A A A A A 1 • A 41 41 0 0 0 • 1• i► ID Q � A 0 0 4 41 . 4 4( ■ • )• 0 )► 0 A I (TYP.) • EXST'G 3" SPKLR 0 14' -6" A.F.F. • • 41 4 A 1 0 0 0 1• ID A 0 4( 4( 4 4 1► 4_ 4 41 4 SPRINKLER HEAD ESCUTCHEONS IN PASSTHROUGH PORTALS TO BE CUSTOM FACTORY PAINTED TO MATCH WOODWORK IN PASSTHROUGH PORTAL (TYP.). COLOR IS PT -7, REFER TO ARCHITECTURAL FINISH SCHEDULE 0 ► A Y v EXST'G 3" SPKLR 0 13' -0" A.F.F. 41 4( 41 4( 41 1► A I 1 A A v 0 0 0 6 A v 4 41 41 41 41 A ► 4 ► v A A O A 0 41 4( 0 4 II I li 41 0 • 0 v A 1 A O 41 4( 41 ► I -T -- . L() 10 0 SYMBOLS • 0 0 FE SPRINKLER TYPE & FINISH UPRIGHT SPRINKLER HEAD BRASS FINISH RECESSED PENDANT SPRINKLER HEAD WHITE FINISH CONCEALED SPRINKLER HEAD MATCH CEILING FINISH. REFER TO ARCH. PLANS FOR COLORS 0 PENDANT SPRINKLER HEAD BRASS FINISH PORTABLE FIRE EXTINGUISHER NOTE: SEE ARCHITECTURAL DRAWINGS FOR CEILING HEIGHTS. 0 0 13' EXST'G 3" SPKLR 0" A.F.F. VERIFY ALL FIELD CONDITIONS PRIOR TO BID 17 ) 18 ) ) 19 FIRE SPRINKLER HEAD PLAN 1/4 " =1 „ _a „ A ■■ THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West Streets Richfield, Ohio 44 CNI cc 11 DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 2 .II IN 1871109 W 1- Z W 0 J = a O � � ce W J w W = LL I— 0 CO V Wr N W 1 r o V (n( m Z J U�zcn ° o J F 0 W x mQ I rn �~ o � auJz OI- W 0 w CO Uw ZWYN Z O Q w(n J U N a 7 W V)o N ❑ z bO=z ❑w owWzL a-.7 ago >z )- � wa Q 01- W- p r i= <w a 417 ❑I- aww w • = 4 W Q Z V1 ~ 1-Z0 W p O W W O a w J = 0 Q ❑ W H W - � 3wQOJ WI-=` �z W p Zrn z�z� a °_I o - ra� a 3Z � U Q U � W } U U w 1- 0 0 0 U S w p UO❑o w w Q J d1 - 1-Q d Qz W ❑ay Z 3� W QJ�(!1 O z Q QZ Q ❑ V)azUg w w ZU QZI U' -W N E-C p z ��z� ❑¢ H ❑ Wl-- -• a Z UC7� O] W i ❑ U w V')WagW Y(nHa YF� VI G1rU ° �W o W Z ❑ 4H UOQ 4 Jv I-0 VI Qm U 00 00 00 REVISIONS: ;:z1:11:: o z 1 _ L'_ U ° W , J - Ns Q o s n 7 N 0. } Q � � w � i OE W ao s O TdC%-i D w a Z z c = O Y. O :i2,- O a� az °W 0 OOQ 3 m Q Z W J � °a z LY N 7 W H Z W h- O U (� y ~ W w U z ❑ ❑ z Uyw_° i Er = i ca U d O W °- UUhZW V) �W 7 i W° K ) VYOW V ) O OZ a ( ( 4Q w z a Q X O 1- W 00 Or 00wWa= irw ce[ �Oa1- a w a Id Oy 0 0�UIZ w w- U U Q? 0 7 U REQUIRED BY: DATE i INDICATES NO REVISION TO THIS SHEET pPtEtV&ID c1ry of E PE1. e ✓ 0 < LL. m 0 N Y a0 0 O ° ,.o—) W j O Y W CL a s J Z 00 O I- V) O U1 N w w O CC O 0 0 X w 04/25/08 TBA TBA TBA FIRE SPRINKLER HEAD PLAN DRAWING NUMBER: FIRE PROTECTION RESPONSIBILITY SCHEDULE ITEM FURNISHED BY INSTALLED BY RE-USE EXISTING N/A REMARKS LSD &C VENDOR LANDLORD CONTR. LANDLORD CONTR. OTHER SPRINKLER PIPING FPC FPC SPRINKLER HEADS FPC FPC FIRE EXTINGUISHERS FPC FPC AS- BUILTS DRAWINGS FPC FIRE PROT. RESPONSIBILITY SCHEDULE OONF023FOSCHD TYPICAL 24 "x24"CEILING TILE TYPICAL 24 "x24 "CEILING TILE 18" 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 ") 12" 12" FIRE SPRINKLER HEAD DETAILS NTS OODF023HOSPHD N RECESSED HEAD DROP NIPPLE REDUCER SUSPENDED CEILING ESCUTCHEON SPRINKLER HEAD PENDANT HEAD DROP NIPPLE SPRINKLER HEAD UPRIGHT HEAD DROP NIPPLE REDUCER SPRINKLER HEAD SUSPENDED CEILING POP -OUT COVER FINISH TO MATCH CEILING CONCEALED HEAD REDUCER A - SPRINKLER HEAD - REDUCER DROP NIPPLE FIRE SPRINKLER HEAD DETAILS NTS OODF023GOSPHD NTS G 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 LSD &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 LSD &C'S PROJECT MANAGER UPON REQUEST OR REWORK SYSTEM TO THE LSD &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 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 CODE 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 LSD &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 165'F 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 LSD &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 -1707 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 LSD &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. 3.2.2.1. 3.2.2.2. 3.2.2.3. 3.2.2.4. NON -SALES AREA GYPSUM BOARD OR LAY -IN CEILING: RECESSED WITHOUT CEILING: PENDANT OPEN TO STRUCTURE: UPRIGHT 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 6- 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 IS 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 I5 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 LSD &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 LSD &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 "2A10BC" RATED EXTINGUISHER. LOCATIONS ARE TO BE ESTABLISHED IN THE FIELD BY THE LSD &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. �25 FIRE PROTECTION SPECIFICATIONS NTS s■ THORSON BAKER & Associates, Inc. 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GEN> F DRAWING NUMBER: .±4 Iv J Z 00 J O 00 O U) N W W O 0 0 X w REQUIRED BY: DATE DATE ISSUED: 04/25/08 DESIGNED BY: TBA DRAWN BY: TBA CHECKED BY: TBA FIRE PROTECTION SPECIFICATIONS AND DETAILS SECTION 230000 BASIC MECHANICAL REQUIREMENTS A. NOTE 1. THE ABBREVIATION LSD &C WHEREVER IT APPEARS IN THESE MECHANICAL DRAWINGS AND /OR SPECIFICATIONS SHALL REFER TO "LIMITED STORE DESIGN AND CONSTRUCTION". ANY REFERENCE TO TENANT'S PROJECT MANAGER OR FURNISHED BY ANY OF THE ABOVE REFERS TO LSD &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 LSD &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 RESPONSIBILITY 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 LSD &C SHALL BE PROVIDED BY THIS CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH THE LANDLORD AND THE LSD &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 LSD &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 LSD &C'S DESIGNATED COMPANY (EMS) FOR START -UP. (REFER TO SHEET MO2.3). 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 LSD &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 LSD &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 LSD &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 LSD &C PROJECT MANAGER FOR APPROVAL SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR LSD &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 LSD &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 LSD &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. J. DEMOLITION 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 LSD &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 LSD &C'S PROJECT MANAGER, IN WRITING, OF VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, LSD &C PROJECT MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. I. 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 LSD &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 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 SILICATE, 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 ALL 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 LIMITED TO THE FOLLOWING: 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 LSD &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. A. EQUIPMENT FURNISHED BY LIMITED STORE DESIGN AND CONSTRUCTION THE FOLLOWING EQUIPMENT IS FURNISHED BY L5D &C AND INSTALLED BY THIS CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE. REFER TO RESPONSIBILITY 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 LSD &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 ALL 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 LIQUID, 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, LSD &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 HANGERS 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C- CLAMPS WITH RETAINING CLIPS, 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.C. 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 LSD &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 LSD &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 LSD &C FOR APPROVAL THE GENERAL CONTRACTOR SHALL VERIFY THE COMPLETENESS OF THE REPORTS PRIOR TO SUBMITTING TO LSD &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 LSD &C THE BALANCING CONTRACTOR SHALL RECHECK ANY ITEMS THAT LSD &C DEEMS NECESSARY AT NO ADDITIONAL COST TO LSD &C. VALVES -INCH AND SMALLER: CLASS 150, BODY AND UNION BONNET OF ASTM B 62 CAST BRONZE WITH T EWABLE SOLID BRONZE WEDGE DISC, RISING STEM, SCREWED BONNET AND RE -P N EQUAL SUBSTITUTION. 5 CAST IRON BODY, RENEW • 1. GATE VAL , ENDS, INTEGRAL S , BALI VALVES ARE ACCEPT 2. GATE VALVES, 2 -1/2 INCH AND LARGER: C STEM, FLANGED ENDS, AND RE- PACKABLE UNDER PRE 3. SWING CHECK VALVES, 2 -INCH AND SMALLER: CLASS HORIZONTAL SWING, Y- PATTERN, RENEWABLE 4. SWING CHECK VALVE, 2- BRONZE DISC, F 5. ONZE SEATS AND SOLID WEDGE DISC, RISING Y AND CAP CONFORMING TO ASTM B 62 WITH SOLDERED ENDS. D OR SOLDER E UNDER PRESSURE. TAL SWING, RENEWABLE , CAST BRON E DISC, AND HAVING THREAD H AND LARGER: CLASS 125 CAST IRON BODY AND BOLTED CAP, ENDS AND CAPABLE OF BEING REFITTED WHILE THE VALVE REMAINS IN THE UNE. ATION BALANaNG AND SHUTOFF VALVES: BELL & GOSSETT CIRCUIT SETTER WITH LOCKING SET POINT. A CIRCUIT SETT •1 •1 END OF SECTION 230500 SECTION 230700 HVAC INSULATION A. 1. DUCTWORK INSULATION FURNISH AND INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NFPA 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 LINER 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, 1# 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. G INSULATION TER AND /OR I- EATING WATER (NOT INCLUDING CONDE S SHALL BE INSULATED. FOR PPE SERVICE JAC B. HYDRONIC 1. ALL HYDRONIC PIPING FOR CHI OTHERWISE), VALVES, FITTINGS, AND ACC THICK (K =0.23 0 75'F) FIBERGLASS INSULATION WI LARGER, INSULATE WITH 1 -1/2 INCH THICK (K =0.23 0 75'F 2. INSULATION AT ALL HANGERS FOR PIPING 3. ALL INSULATION SHALL 50 TO CONFO 4. INCHES AND LARGER SHALL BE FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEV THE REQUIREMENTS OF THE NFPA. VIDE ZESTON OR EQUAL INSULATION FITTINGS FOR ALL TEES, ELLS OR SPECIALTY FITTINGS. • M ATER UNLESS SPECIFICALLY NOTED UP TO 2 INCHES, INSULATE WITH 1 INCH D VAPOR BARRIER. FOR PIPE SIZES 2 -1/2 INCHES AND LASS INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER. ND NON- COMPRESSIBLE. RATING OF NO HIGHER THAT 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 (LIQUID) LINES OR ANY HOT GAS BYPASS. END OF SECTION 230700 SECTION 230900 INSTRUMENTATION AND CONTROL FOR HVAC A. WORK RESPONSIBILITY 1. LSD &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 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 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 I5 MAINTAINED, WITH THE FOLLOWING EXCEPTION; ALL SUPPLY AND RETURN DUCTWORK WITHIN 15 FEET OF THE AIR HANDLER MUST BE RECTANGULAR AND INTERNALLY LINED. 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 LSD &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 LSD &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' -O" 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 A. H 1. FURNIS IS REQUIR 2. PIPING A. HYDRONIC PIP BLACK STEEL PIP INSTALL STEEL PIPE PROVIDE DIELECTRIC U LANDLORD'S REQUIREMEN WHERE SERVICE OR REMOVA B. ALL PIPING AND EQUIPMENT SHA C. ALL HYDRONIC PIPING AND EQUIPMEN CLEAN, AND REPLACE STRAINER SCREENS. PRIOR TO CONNECTION TO THE LANDLORD'S LANDLORD'S SYSTEM UNLESS SPECIFICALLY INS THRU A CHASE OR SHAFT WILL BE DONE WITH F AVAILABLE. SHOULD A JOINT BE REQUIRED, CONTRA 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 LANDLORD'S SYSTEM. 3. PIPING SPECIALTIES A. PRESSURE /TEMPERATURE TEST PLUGS (PE PRESSURE PROBE, 1/8 INCH O.D. FITTI 200 DEGREES F. B. STRAINERS - "Y" PATTERN ST 2 INCHES AND SMALLER, F 1/8 INCH FOR CHILLED 0 4. GENERAL INSTALLATION A. B. c. INSTALL WATER SAME ELEVATI BRANCH UNITS TO SECTION 232100 RONIC PIPING ND INSTALL A COMPLETE HYDRONIC PIPING SYSTEM IF APPLICABLE. REFER TO PLANS TO DETERMINE IF A HYDRO G FOR CHILLED WATER, CONDENSER WATER AND /OR HEATING WATER SHALL BE ASTM A WITH PLAIN ENDS. INSTALL STEEL PIPE WITH WELDED JOINTS WHERE PIPE I5 2 -1 ITH THREADED JOINTS AND FITTINGS. INSTALL TYPE "K" COPPER PIPE FOR NS BETWEEN DISSIMILAR METALS. ALL PIPING SHALL BE IN STRICT CO WHICHEVER IS MOST STRINGENT. UNIONS OR FLANGES MUST BE MAY BE REQUIRED. BE PRESSURE TESTED WITHOUT LEAKAGE AT A MI CONNECTED TO THE HVAC PIPING SYSTE FILL TENANT'S SYSTEM WITH DOME YSTEM. CONTRACTOR SHALL UCTED TO DO SO FRO EST JOINTS POSSI OR SHALL M R k END OF SECTION 232100 AT T S PLUG) - 1/4 INCH NPT Fl AND CAPS SHALL BE BRASS WITH ERS, 125 PSIG, CAST IRON BODY WITH PERFORATED ED FOR 2 -1/2 INCHES AND LARGER. SCREEN OPENING S CONDENSER WATER. PROVIDE WITH BLOWDOWN VALVE WITH HOS AINS WITHOUT PITCH. USE ECCENTRIC REDUCING COUPLINGS AT CHANGES IN SIZE W TO UNITS BELOW MAINS TO BE TAKEN FROM BOTTOM OF MAINS AT A 45 DEGREE ANGLE, PITCH D RANCHES TO UNITS ABOVE MAINS TO BE TAKEN FROM TOP OF MAINS AT A 45 DEGREE ANGLE PITCHED RDS UNITS. PITCH NOT LESS THAN 1" TO 10 FEET. SEE MECHANICAL DETAIL DRAWINGS FOR APPLICABLE DETAILS. PROVIDE UL LISTED FIRE STOPPING SYSTEM AROUND ALL PIPING PENETRATIONS THROUGH RATED WALLS. PENETRATIONS SHAL MEET THE REQUIREMENTS OF UL DETAILS WL1001 (UNINSULATED WALL) AND WL5039 (INSULATED WALL). 3, SCHEDULE 40, ERW, INCH AND LARGER. NCH AND SMALLER PIPE. RMANCE WITH ASTM, ASA, AND ED AT EQUIPMENT CONNECTIONS UM PRESSURE OF 125 PSI. SYSTEM SHALL BE CLEANED AND FLUSHED. REMOVE, C WATER AND VENT ALL PIPING AND EQUIPMENT FILL TENANT'S SYSTEM WITH WATER FROM THE HE LANDLORD'S FIELD REPRESENTATIVE. ANY RUNS E USING THE LONGEST LENGTH OF HARD COPPER PIPE ALL EFFORTS TO KEEP THE JOINTS IN ACCESSIBLE AREAS. OR SHALL OBTAIN WRITTEN CONFIRMATION FROM THE LANDLORD'S OPER FILLING OF THE TENANT'S SYSTEM HAS BEEN COMPLETED IN TENANT'S SYSTEM IS READY TO BE CONNECTED TO THE GS TO RECEIVE EITHER A TEMPERATURE OR VE CORE OF NORDEL, RATED AT 400 PSIG, 0 TO TAINLESS STEEL SCREEN, THREADED FOR AT 0.033 INCH FOR HEATING AND END FITTING. THE TOP OF PIPES AT NWARD TOWARD PWARD RESSURE DUCT LLY NOTED AS MEDIUM PRESSURE, IT SHALL BE CONSTRUCTED IN A 4 INCHES WATER COLUMN MINIMUM OR GREATER ST EDITI B. M 1. WHERE DUCTWORK IS STANDARDS FOR A PRESSURE RA 2. ALL GAUGES AND REINFORCEMENT MUST MEET WITH WITH THE LANDLORD'S CRITERIA. 3. CONNECTIONS TO THE LANDLORD'S OTHERWISE REQUIRED BY 4. ALL 0 LORD. RESSURE DUCTWORK SHALL BE MADE WI MS FROM METAL DUCTWORK SPECIFICATION SECTION APPLY TO THIS SECTION, WITH THE EXCEPTION T SSURE DUCTWORK MUST BE WRAPPED WITH INSULATION, NOT LINED. CE WITH SMACNA UIRED BY LANDLORD. SMACNA STANDARDS FOR MEDIUM PRESSURE DUCT AND - OS5" SADDLE TEE TAPS OR AS MEDIUM SECTION 232300 REFRIGERANT PIPING A. REFRIGERANT PIPING: 1. 2. 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. 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 LIMITED BRANDS' PERMISSION. THE MANUFACTURER SHALL PROVIDE ALL FINAL PIPE SIZING AND COIL SELECTIONS FOR ALL REFRIGERANT PIPING SYSTEMS. B. C. A. B. C. D. E. INSTALLATION TALLATION 4. INSPECTION 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. ALL ELBOWS ARE TO BE LONG RADIUS TYPE. REFRIGERANT PIPE SIZING SHALL BE THE RESPONSIBILITY 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. SUCTION LINES SHALL HAVE ADEQUATE LIFT TRAPS AND /OR DOUBLE SUCTION RISERS TO MEET THE REQUIREMENTS OF FIELD CONDITIONS AND EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. 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 P51 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. 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. 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 (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 LSD &C EXPENSE. END OF SECTION 232300 SECTION 233100 HVAC DUCTS AND CASINGS A. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED 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 LSD &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, (1E. UMC, BOCA, ETC.) USE THE MOST STRINGENT CODE FOR DUCT CONSTRUCTION STANDARDS. 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 LSD &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. / SMOKE DAMPERS (MARY FIRE DAMPERS WHERE INXCATED OR REQUIRED BY CODES. DAMPERS SHA R AS REQUIRED. FRE DAMPERS SHALL BE UL LABELED MA • 1. FURNISH AND I HORIZONTAL OR VERTICAL F 2. FIRE DAMPERS SHALL HAVE THE BLADES OUT OF TH AND INSTALL ACCESS DOORS AS NECESSARY. 3. FURNISH AND INSTALL ALL N 4. FIR IGNED FOR ALL CODE REQUIREMENTS. DEGREE F FUSIBLE LINK, TYPE B, AS MINIMUM. FURNISH ODE REQUIREMENTS. L FRAMING AND SLEEVES FOR DAMPER MOUNTING PER AMPERS SHALL BE FURNISHED AND INSTALLED WITH ELECTRIC POWERED MECHANISM. COORDINATE WITH ONTRACTOR FOR POWER REQUIREMENTS. MECHANICAL SPECIFICATIONS NTS A ®® THORSON BAKER & Associates, • Consulting Engineers Inc 3030 West Streetsb .. R if. ) 659 -6688 Ph. Richfield, Ohio �> d ) 659-6675 Fax si d cal✓: ®o-t) ; e� � 176 0 0 Mai 0 cc Z W V 00a0 _ = a0 O) - Q Z p 0 § O 0 4 O J z � W = � 1 9B91° I Co a Wrx LPL N 1 111 DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: JUN 1 8 2009 m oo n 0_ c�o E E. W wzj c, � °U O W W F- o U x v3- ap rO ¢ W w fl7 MC/10=0W oaoaz O J zzr a z� -ww° ON W - Q Q qm L T_ v7¢ ow w V1 0- 1- v) w a Q U V a z x ¢ o w W 1 - z 0 = W a 0 ~ W a ce w r Y Z a 7 F V o V w o V 0 V Ln EE w v ° ) Q O Z J Q ¢ Y O tol U z Z 7 o w V O WV) r Q Y W z 0 - T Lli - V c a C7 u] C'� :=)(n ~ �r W 0 c Z 4 V)C1 zOY J w rN • pOp Y:33 W Oa av'idz g aaz=� w a 0 N0 i La z V) 7 r 0 O Vl Z g 0 0 W • U N F 3 0 7 0 U PC: c�Qz_ 0 - w,,, rec i=o0 _Tz z aE V tr z uo W orzp 0 Z z d Q a ~¢ w 0 z 3 X W w 0 �, O r _aw 7 N a w - 0 F- a s F- z W rrF" ` ng E Bpd- az_� tr3 o L7 c7 L.)w m ,,, N w u7wL w� �w[ea ~ © aF - a T v) 1-- a Y v)p r ° w d w dd :: v7 Q V 0 7 E 0wz o0 � 62 = - i v7 iJ z m 0 w a ° L Z W F- V a ¢ a _l:-. r m3 a • UF- V V. 0 V REVISIONS: ` INDICATES NO REVISION TO THIS SHEET FIECEIV'ED •c T'A !S,'\ BE A 1411 , w r. hex I Ij_ul. . _ac PERiviiT C .N a E"' DRAWING NUMBER: Zoe 1-- Z V O w CID 4Z CC NC Z 10 O 0< Z 00 ▪ O CO O (!) N w w o ix 0 0 w 1- LA W CL CL L,.1 z 0 ad CL O or) ❑ o t!1 ❑J REQUIRED BY: DATE 04/25/08 TBA TBA TBA MECHANICAL SPECIFICATIONS I] 6" TOILET EXHAUST THROUGH DECK EXST'G 3" SPKL 14' -0" A.F.F ROOM EXISTING TOILET SD -3 405 CFM §D -3 405 CFM - N EXISTING RESTROOM EXHAUST TO REMAIN. REFURBISH EXISTING FAN TO LIKE NEW CONDITION. REPLACE WITH EQUAL AS REQUIRED. - RG -2 1 s FPVAV -1 18x12 SD -2 e EXST'G 21�" SPKLR ® 14' -6" A.F.F. - J EXST'G FRESH AIR INTAKE THRU DECK 30x20 OA RG -1 R SD -3 RG-3 O 165 CFM RG -1 SD -1 385 CFM 1 Ir .. ... Ir -1 J LI _1 L t-••i ! i .. 1 J I 11 II II I I SD 10 "0 r 22x12 I I I 1 . 11 I 1 1 1 1 4, 1 EXST'G 4" SPKLR 0 15' -0" A.F.F. 1i II I I I 1 11 DO NOT ROUTE DUCTOWRK TO INTERFERE WITH ACCESS TO AHU -1. RAISE ABOVE OR LOWER BELOW FOR CLEARANCE. FIELD VERIFY. \ 10 "0 10 "0 1r I I I I I I 11 SD -1 385 CFM SD -1 385 CFM f > . IM v 5000 CFM r . fT 11 1 1 I II II 1 r .. .. L. _ . 11. 11 _ 11 16x12 M03.1 REFRIGERANT LINES THRU ROOF. SEE DETAIL ON M03.1. RG -1 RG-1 1530 CFM 14 1 . _ J I_ LIr 30x20 11 11 0 11 . LL A1HU -i_ I1_ I 14 "0 lr . .1 .. _ 1i I II I II 1 11 lr 11 11 11 11 2 "0 SD -1 385 CFM SD -1 385 CFM Tr - .11 - -- - i I I 1 11 1 Ti. 11 ...__. r II . II- _ _ J EXST'G 3" SPKLR 0 14' -6" A.F.F. RG -1 rr - 11 11 H_... . H. i1 II n I _ 11 11. tl RG -3 O RG -1 28x16 22x14 r r 1 I 4 H II II J LL. . 1 t7 L -. 11 11 H .. _...__ RG -1 10 "0 SD -1 385 CFM 0 II II n 11 ..LL. SD -1 385 CFM 10 "0 . IL EXST'G MALL DUCTS ® 15' -4" A.F.F. EXST'G 3" ROOF DRAIN THRU DECK 1 RG -1 EXST'G 3" SPKLR 13' -0" A.F.F. EXST'G 3" ROOF DRAIN 14' -6" A.F.F. II I EXST'G MALL DUCTS 0 15' -4" 10'0 • • 11 1I I I I I DESIGN OF THE NON- DUCTED RETURN AIR PLENUM CEILING IS BASED ON THE REQUIREMENT THAT IN THE RETURN AIR PLENUM CEILING ARE ALL LABELED AS PLENUM RATED AND MEET THE FLAME SPREAD REQUIREMENTS FOR PLENUM INSTALLATION AND THE APPROVAL OF A RETURN AIR PLENUM LANDLORD. IF THE ABOVE CONDITIONS CANNOT BE MET, THIS CONTRACTOR SHALL STATE THE AMOUNT TO BE BASE BID FOR A TOTALLY DUCTED RETURN AIR SYSTEM. ALL MATERIALS & SMOKE FROM THE ADDED TO HIS O • _ RG -1 SD -1 385 CFM SD -1 RG -1 390 CFM 10 Li) L C) 1(� 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 LINE 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. EXST'G 3" SPKLR 0 13' -0" A.F.F. { 17 X 18 ) 19 NOTE: ANY EXISTING DEMISING WALL OPENINGS ARE TO REMAIN. NOTE: SEE ARCHITECTURAL DRAWINGS FOR CEILING HEIGHTS "VERIFY ALL FIELD CONDITIONS PRIOR TO BID" ECH,ANLC AL,PL A N 1/4" = 1' -0" a ■■ THORSON BAKER & Associates, Inca Consulting Engineers 3030 West Streets6om 651 (330) 659 -8688 Ph. 659 -6675 Fax �� :. ��((3 30 f a r r �.� c' b'�' Richfield, Ohio \ ..k• Ay'f• .�zO J . IrX F Ittl a JUN 1 8 2009 ■•• W v'.0 m z ° z v _ 1 Q Ea c) _ o " a z`' Z0 Z W,_-Ix p 01- W W O M 0Y < z � z a ,Z re a w w z Q' w acc ° W W O 0 = a = m c , L,�j Ld Lr a a x � � w w O w w O w J 0 - CC E 4 3 4 . Q CC O W J ° w = W O w N Z Z 1J1 - 0 o < 0' w 3woCrz O Z JCLr1� Z w ¢tnaz g Ln °r.� OZ a�UQ� m w ° m O O SN1a 2 F° O W = O ° �T OZZa: 0 �1 REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: 00 00 00 O7 z 0 1— z 1- * INDICATES NO REVISION TO THIS SHEET 1- V z o 0 1.. 0 z N v) 71 O w e = p o 2 m Q I- N w Z Z _� �,- cm 1_ , 0 ., O ° w FV m Z UJ ¢ F O r q.p Z� J a 0, Z 0 0 : ._ . . : 0,, : Z O W a O N D Z Z 0 Q W Jw� p `0`O ° Z °� =2 °z0 y,V » Q--oaz a czjo s ��wa1%+� 1d WwOZ Vz p, I=I D_ = W Z a O add�3 �� 0. )_ U d'C2 m Q� wz= � oW a w° 4 p z 0,-, j 0 w J . Z N w00.�w °a Lzja V7 ,„ wI =z � ap�or0 ° � w c�a r� �0 w m 0 °2 W O O Z Z0zF z-ww m a° U W O Q O !L; ¢ Q 0 H F p ° C° ° fJ, ZN ZL'" L- W N <0Z- QarO °1j V z 7 0 w a C:! W 0 aaxwo�? ela -zx �F'm� 3: E N,n�1,_ r71r <c1 c, 0Y-.I Q J N 1 1- w I!wN� w ! °! nNZ 00 W O3 c� -W� r� r- �xz °c� zawzLJnoc� o� °a�OL3w�gQwQ Zarr r7 w ° ara�zzw Ft -1-H N Et g • i3 o1 :i= 0Lri 0 °_Z ° - F 3 t7 ° 00 W0a 0 ° 71: 1U-,'J � F E `Ow LY E2 La re E2 ~ C] °N V W w (n NY El 0_ t o W a'0. --1 h 02 00 °L_ Z W I cn<0 V1-00< 0 m 0 REVISIONS: fqectv CITY OF11.q's`V A P RM1TCANs DRAWING NUMBER: r Q 0 N i- o0 0_ 0 0 1- z to W J Z CO LLI CO M p VI w w 0 Ct 0 CL X W 1-- w Ix 0 0 0 1 DATE 04/25/08 TBA TBA TBA MECHANICAL PLAN 1. REFER TO LANDLORD'S SPECIFICATIONS AND TENANT DESIGN CRITERIA FOR NECESSARY INFORMATION AND COORDINATION WITH OTHER TRADES. 2. THE ABBREVIATION LSD &C WHEREVER IT APPEARS IN THE DRAWINGS, SHALL REFER TO "LIMITED STORE DESIGN AND CONSTRUCTION". ANY REFERENCE TO TENANT, BRAND SPECIFIC (EXPRESS, ETC.) OR FURNISHED BY ANY OF THE ABOVE REFERS TO LSD&C. 3. ANY DISCREPANCY BETWEEN LSD &C DRAWINGS AND TENANT CRITERIA, LSD &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. B. AFTER BID, ANY QUESTIONS RELATING TO SPECIFIC M, E, OR P ISSUES ARE TO BE DIRECTED AS RFI'S THROUGH THE LSD &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 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. 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. 12. GENERAL NOTES ALL NOTES INCLUDED HEREIN ARE MADE PART OF EACH AND ALL MECHANICAL, ELECTRICAL AND PLUMBING SECTIONS OF WORK. 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, LSD &C OR THE LANDLORD'S FIELD REPRESENTATIVE FOR CLARIFICATION. OWNER RESERVES THE RIGHT TO HAVE CONSTRUCTION REVIEWED BY AN OUTSIDE CONSULTANT PRIOR TO ACCEPTANCE OF THE PROJECT. 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 LSD &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 LSD &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 LIMITED 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 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. 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 LSD &C PROVIDED HVAC UNITS AND HAS BEEN TURNED ON FOR A MINIMUM OF 24 HOURS. LSD &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 I5 DEEMED TO BE NECESSARY, THE COST OF REINSPECTIONS WILL BE BORNE BY THE CONTRACTOR. THE MECHANICAL CONTRACTOR WILL THEN ENSURE THAT THE EQUIPMENT 15 POWERED FOR A MINIMUM OF 24 HRS BEFORE START -UP. 9. IF WORK IS REQUIRED BY LSD &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 LSD &C TO ADDRESS THIS WORK IN A TIMELY MANNER. IF IT BECOMES EVIDENT THAT THE CONTRACTOR CANNOT ACCOMPLISH 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 LSD &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 15 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 LSD &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 ALL 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' -O" IN LENGTH (THERMAFLEX, GLASFLEX, OR APPROVED EQUAL). E. SUPPLY AND RETURN DUCTWORK SHALL BE LINED AND WITH CODE COMPLYING BLANKET INSULATION. ACOUSTICAL LINER 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 I5 NOT ACCEPTABLE, IMMEDIATELY CONTACT LSD &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 LIMITED BRANDS HVAC BALANCE CERTIFICATION FORM. DETAILED HVAC COMMISSIONING INFORMATION IS INCLUDED IN THE LSD &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 PUNCHLIST 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 I5 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 HVAC EQUIPMENT 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 LINE OR ETHERNET CONNECTION TO ALLOW COMMUNICATION. IF NECESSARY, UTILIZE SITE FAX LINE 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 I5 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 PUNCHLIST 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 LIMITED 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 LSD &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 JEHOOVLER®TRANE.COM PHONE NO: 866.415.2499 SCOTT CRABTREE TRANE NATIONAL ACCOUNTS REPRESENTATIVE EMAIL: SECRABTREEOTRANE.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: VICKLTAYNER @TRANE.COM PHONE NO: 866.415.2499 MECHANICAL NOTES AND SPECIFICATIONS NTS AIR HANDLING UNIT SCHEDULE (SPLIT DX) MARK (AHU -No.) TRANE PACKAGE NUMBER MODEL AIR FLOW (CFM) OA FLOW / MIN. OA FLOW (CFM)* EXT. SP. (IN W.C.) DX COOLING COIL EAT 'FDB WB TOTAL (BTU /HR) EIIEZIE ELECTRIC HEAT INPUT WATTS) OUTPUT (BTU /HR) STAGES ELECTRICAL VOLTS / /HZ MOTOR HP NOTES MOCP (AMPS) APPROX. WEIGHT (LBS) ACCESSORIES ACCESSORIES ( "S" INDICATES STANDARD; "0" INDICATES OPTIONAL): 1. S- COMBINATION FAN CONTACTOR /DISCONNECT SWITCH (IN HEATER CONTROL CABINET WHERE APPLICABLE). 2. 5- 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 -SIX 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. * MINIMUM OA FLOW IS THE AREA COMPONENT OF THE MINIMUM VENTILATION RATE BASED ON ASHRAE STANDARD 62.1 -2004 FOR RETAIL SALES SPACE (0.12 CFM /SQFT), TABLE6-1. CONDENSING UNIT SCHEDULE MARK (CU -No) TRANE PACKAGE NUMBER MODEL / SEER (EER) AMBIENT OA TEMP (DEG F DB) TOTAL CAPACITY (BTU /HR) NO. OF FANS NO. OF COMP. VOLTS /0 HZ MCA (AMPS MOCP (AMPS) APPROX. WEIGHT (LBS) ACCESSORIES NOTES MARK (SPVAV -No) TRANE PACKAGE NUMBER MODEL FAN SIZE INLET SIZE MAXIMUM PRIMARY AIR FLOW (CFM) MINIMUM AIR FLOW (CFM) MAXIMUM AIR FLOW c� MAXIMUM AIR FLOW CFM FAN MOTOR HP POWER INPUT WATTS HEAT OUTPUT BTU HR STAGES VOLTS 0 HZ FAN MOTOR AMPS ELECTRIC HEATER AMPS MOCP AMPS) APPROX. WEIGHT (LBS) ACCESSORIES NOTES MARK (EF -No) MANUFACTURER MODEL TYPE DRIVE TYPE AIR FLOW CFM EXT. STATIC IN W.C. FAN SPEED RPM FAN MOTOR HP APPROX. WEIGHT (LBS) SERVES ACCESSORIES NOTES 1 B15 LPCAA10 5000 1210 / 555 1.0 80.0 67.0 166,900 126,700 22,000 75,133 1 460/3/60 795 1 -8, 10 1 1 B15 TTA150B / 10.3 95 146,000 PHYSICAL DATA 1 O ELECTRICAL 460 3 60 27.4 35 500 ACCESSORIES ( "S" INDICATES STANDARD; "O" INDICATES OPTIONAL): 1. S- FACTORY FURNISHED TRANSFORMER FOR FIELD APPUED 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: FAN TERMINAL UNIT SCHEDULE 1 D15 VSEF 05SQ 14" DIA. 1,530 240 1530 0.65 5,000 17,075 1 147 1 -2 1 1 LOREN COOK ACSC -180 ROOF EXHAUST BELT 5000 0.25 1355 VOLTS 0 HZ 460 3 60 2.0 114 TENANT SPACE 1 1 FAN PERFORMANCE ELECTRIC HEAT ELECTRICAL ACCESSORIES ( "S" INDICATES STANDARD; "0" INDICATES OPTIONAL): 1. S- FACTORY PROVIDED DISCONNECT SWITCH. 2. S- FACTORY PROVIDED CONTROL TRANSFORMER. NOTES: 1. REFER TO CONTROL WIRING SCHEMATICS FOR ANY FIELD INSTALLED CONTROL DEVICES NOT FACTORY INSTALLED. EXHAUST AND VENTILATION FAN SCHEDULE PERFORMANCE ELECTRICAL ACCESSORIES ("5" INDICATES STANDARD; "0" INDICATES OPTIONAL): 1. 5 -BIRD SCREEN, S- ALUMINUM CURB, S- DISCONNECT SWITCH, S- STANDARD FINISH, S -VFD. NOTES: 1. SEE SEQUENCE OF OPERATIONS ON M04.1 FOR FAN SEQUENCE. MECHANICAL EQUIPMENT SCHEDULES 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" SURFACE TITUS #27 <30 1, 6 1, 3 RG -1 TITUS 355 -RL 24 "X12" SURFACE TITUS #27 <30 1, 6 2, 3 SD -2 TITUS TMSA SEE PLAN 24 "X24" LAY -IN TITUS #27 <30 2 1, 3 RG -2 TITUS 50F 24 "X12" LAY -IN TITUS #27 <30 1 3 SD -3 TITUS 300 -RS 12 "X10" 14 "X12" SURFACE TITUS #27 <30 1, 6 3 RG -3 TITUS 355 -RL 20 "X18" 22 "X20" SURFACE TITUS #27 <30 1, 6 2, 3 ACCESSORIES: 1. OBD- OPPOSED BLADE DAMPER 2. LQD- 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. AIR DEVICE SCHEDULE OODMO24F4SCHD NTS C!,[110-1!4•111i: I �1 F x S.D. E.A. NEW SUPPLY AIR DIFFUSER NEW R.G. RETURN AIR GRILLE EXHAUST AIR REGISTER CARBON DIOXIDE SENSOR TEMPERATURE SENSOR DUCT SMOKE DETECTOR MOTOR DAMPER CONNECT TO EXISTING (N) NEW DUCTWORK NEW DUCTWORK MANUAL VOLUME DAMPER UNDERCUT DOOR LEGEND AND SYMBOLS 0 O O 0 O O TEMPERATURE AND CARBON DIOXIDE SENSORS INSTALLED 48" A.F.F. SEE SHEET M04.1 FOR RESPONSIBILITY SCHEDULE. DUCT MOUNTED RETURN AIR SMOKE DETECTOR. INTERLOCK TO SHUT DOWN UNIT ON SIGNAL FROM FIRE ALARM SYSTEM. SEE RESPONSIBILITY SCHEDULE ON M04.1. TENANT CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF ALL HVAC EQUIPMENT. COORDINATE WITH LANDLORD ENGINEER PRIOR TO BID AND CONSTRUCTION. MOUNT TRANSFER GRILLE AS HIGH AS POSSIBLE, ABOVE THE CEILING OF THE SALES SPACE. PROVIDE POWER EXHAUST FAN. RE -USE EXISTING ROOF OPENING. FIELD VERIFY EXACT LOCATION. SEE MO2.4, M03.1 & M04.1. MOTOR OPERATED DAMPER SEE M04.1. CODED NOTES OODMO24DOSYMB 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 ELV ENCL EQUIV ESP EWC EXH (E) F FCU FLA FLEX FLR 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 KILOWATT L LB LF UN DIFF MAX MBH MCA MD MECH MFR MOCP MTD MTR NEBB 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 5Q SQFT 5S TEMP TG TSP TSTAT TYP UC UH UON UTR VAV VENT VFD VTR W WB WCO WG WT INSIDE DIAMETER INCH 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 APPLICABLE 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 MECHANICAL ABBREVIATION DEFINITIONS NTS OODMO24COCODE NTS 1111117=1137.1M D C A ® THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West Streetsbaro Road , ' �; 330 659 -6688 Ph. . Richfield, Ohio 44286 c 659 -6675 Fax F- r 0 ( W n CCD m V O Z V � o o OOa ;D - ° - � 1- O W o 3 N W CC U w ? E O F W w A Z w z N Z Li , _ Z N Q 2 O O w w Z O L-a a CD CD �Wwoc az� 0 W F H w d 01 CL ce rerx °- uj W 4J O F Z U7 F Lk sv,: ,,,,,ac~iLL1 1I 0::i ,e oIct rff im a w Iz U W O _ � _ L �'�L i' L� 1 " •t � V O � a ° = x�o r ~ =Qz F w Q w Fi Z W v, w y F o O : a z o O (9 ca <ro w ,n z ah� - p 4°QF O ° � < � 3w°�z r C3 o O- w o = :2 r1 as Qm <07 Q_ j S C ] C7 C: 4 0Z F [7 pr xZ <I < Z Q <E a o J a Q L4 O a ZW a N a : Dn a C U: C ) C CD CCD _ J F =OZZ� =WU-'4JW� o= OOC VwZ W _ -o o <d. J 1- 71 V1 <mO V V- O° Q?o 7 0 0 0 ro° (NI cn CC 0 Z ® ao I a, 0 rn J z 0az 0 MO F- o a o ❑ w = o W 0< I _ _ < L F- 5 f�0 0 W •-- 0.. � N H REQUIRED BY: DATE INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: .I�iN 1 8 2009 a !W!!:: w 1- Z�, = O [.7 J o 8 - Jip N Z 0 = Q ° H K O Z V] J � U aa <o�a m W z H 2 H Q ' O w Zp :0 7 � -V O < Z 2 p er , 2 Zp • F y O p - O ■ Y p K - z w �W <za w d J � 7V7 0 .' Z O U o J O N J Z � U � � Q Vl < O W w N In f7 v, =0= Z o K W 0 . W W N p o cc a ZV) 0w M REVISIONS: RECE � 0 < m 0 N Co EL 0 UtIrlY 'Jr a ., F- 2 w 0 j O CD 4 X Ct NCw J Z 00 o O co 0 cn N ww0 ct 00 EL Li ,PEPMIT 04/25/08 TBA TBA TBA MECHANICAL PLAN NOTES DRAWING NUMBER: SECURE BASE TO CURB WITH LAG SCREWS 12' O.C. MIN. OF 2 PER SIDE ONE PIECE WELDED ALUMINUM FAN SUB -BASE CONTINUOUS PIANO TYPE PIANO HINGE FABRICATED CURB EXISTING ROOF DECK RIGID CONDUIT BY ELECTRICAL MOTOR OPERATED DAMPER CORNER TO BE CUT FOR CONDUIT ROUTING NOTES: 1. H,V,A,C, CONTRACTOR TO COORDINATE INSTALLATON W /LANDLORD'S ROOFER FOR PROPER SEQUENCE TO PERMIT FLASHING & COUNTERFLASHING INSTALLATION, ALUMINUM ROOF UPBLAST FAN RESILIENT GASKET SEAL HOLD DOWN CLIP EXISTING INSULATION SECURE CURB TO DECK W/ SCREWS 12' ac. MIN. OF 2 PER SIDE. 3'x3'x1/4" ANGLE FRAMING (4) SIDES. POWER RELIEF FAN DETAIL NTS SECURE BASE TD CUR W/ LAG SCREWS 12' D.C. MINIMUM OF 2 PER SIDE DUCT INSULATIO SEE SPECIFICATION 41 METAL DECK 0 DUCT NOTES: 1. H,V,A,C, CONTRACTOR TO COORDINATE INSTALLATON WITH ROOFER FOR PROPER SEQUENCE TO PERMIT FLASHING AND COUNTERFLASHING INSTALLATION, COOK TR20 RESILIENT GASKET SEAL PREFABRICATED ROOF CURB ROOFING SECURE CURB TO DECK W/ SCREWS 12' D.C. MIN. OF 2 PER SIDE 3'x3`xl/4' ANGLE FRAMING (4) SIDES OUTSIDE AIR INTAKE DETAIL MOUNTING DETAIL FOR CONDENSING UNIT DOUBLE CIRCUIT REFRIGERANT PIPING DETAIL NTS OODM031LOUNIT NTS OODM031KOPIPE M WOOD NAILER COUNTERFLASHING EQUIPMENT SUPPORT RAIL (PATE ES -5 OR APPROVED EQUAL) CONDENSING UNIT ROOF INSULATION ROOF STRUCTURE BASE PLATE NOTE: PROVIDE RUBBER FLOOR MATTS AROUND ALL ROOFTOP EQUIPMENT LAG BOLT NEOPRENE WASHER NAIL LAG BOLTS ROOFING L NOTE: FILTER DRIER SIGHT GLASS 1/4" / LIN. FT. SLOPE ROOF I TXV FAN COIL UNIT PITCH L 1. IF MUFFLER IS INDICATED, REVIEW THE ADDITIONAL OPTIONS OF SOUND JACKET OVER COMPRESSOR. OIL TRAP (TYP AT EVERY SUCTION RISER) SUCTION LINE LIQUID LINE IF APPLICABLE Lc p RECEIVER © MUFFLER IN HOT GAS LINE. LOCATE AS CLOSE AS POSSIBLE TO COMPRESSOR DISCHARGE. NOTE: SIZING OF REFRIGERANT LINES SHALL BE DETERMINED BY MANUFACTURER. CONTRACTOR SHALL PROVIDE A DIMENSIONED SKETCH SHOWING RISES, RUNS, ELBOWS, ETC. MANUFACTURER WILL PROVIDE WRITTEN DOCUMENTATION TO CONTRACTOR VERIFYING THE APPROPRIATE LINE SIZES TO BE USED. ONLY RIGID COPPER PIPING SHALL BE INSTALLED. SEE SPECIFICATION (SHEET M01.1) FOR MORE DETAILS. LIQUID LINE FROM COMPRESSOR i( ) � TO CONDENSER K NEW 24 GA. G.I. COVER PLATE - NOTCH TO PIPES 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. !;;', NEW PIPES EXISTING BUILT -UP ROOFING EXISTING STEEL DECK 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 4" FIREPROOF INSULATION STRIP NEW 2x10 WOOD CURB CAVITY TO BE FOAM FILLED NEW 2x4 WOOD NAILER SECURED TO UNDERLYING DECK 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 PIPE TROUGH ROOF DETAIL NTS H SUPPORT FROM STRUCTURE ABOVE WITH CHANNEL AND THREADED ROD. HANG PER SMACNA. FAN SECTION BY UNIT SUPPLIER FLEXIBLE DUCT CONNECTOR E1 INSULATE SUCTION LINE WITH 1/2" FLEXIBLE UNICELLULAR INSULATION. NOTE: REFER TO COIL PIPING DETAILS FOR ADDITIONAL REQUIREMENTS. J cc in ce OUTSIDE AIR DUCT ECONOMIZER / MIXING BOX SECTION L CONDENSATE DRAIN. REFER TO PLAN FOR SIZE AND ROUTE. INTEGRAL OVERFLOW LEVEL FLOAT SWITCH BY HVAC SUPPLIER. FLAT FILTER SECTION ---PARALLEL BLADE DAMPERS (TYP.) RETURN AIR DUCT. (LINE IF REQUIRED) SPLIT DX AHU MOUNTING DETAIL DRYWALL CEILING DIFF. MTG. FRAME DETAIL DUCT DETAILS CEILING DIFFUSER MOUNTING DETAIL NTS OODM031G2UNIT A 23" OR 11" INSIDE DIMENSION 11' 25 1/4" OR 13 1/4" OUTSIDE DIMENSION 24" OR 12" • NOTE: ROUGH -IN OPENING SIZES: 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 MOUNTING SCREW FIELD INSTALLED GYP. BD. CEILING STEEL MOUNTING FRAME NTS OODMO31EOFRME CONCENTRIC TRANSITION �J 0 - MAX. 45' DIVERGING, 60' CONVERGING RECTANGULAR DUCT AIR FLOW 45' SADDLE TAP 45 Q RECTANGULAR TO ROUND AIR FLOW OW ()ROUND TO ROUND ECCENTRIC TRANSITION 0 - MAX. 30' (EXCEPT 45' IS PERMITTED AT ROUND TO FLAT OVAL) CONICAL FITTING SEAL AIRTIGHT W /MASTIC Q RECTANGULAR TO ROUND 0 RECTANGULAR TO RECTANGULAR NTS OODM031BODUCT DAMPER HANDLE TO BE INSTALLED MAXIMUM OF 3' -O" ABOVE CEILING. ROUND DUCT 18" LONG ORANGE MARKER TAPE ATTACHED TO DAMPER TO IDENTIFY LOCATION INSULATED FLEXIBLE CONNECTION (MIN. 3 FT., MAX. 4 FT.) FIRE DAMPER WHERE INDICATED ON PLANS. TITUS MODEL "DB" DIRECTIONAL BLOW PLATE CLIPPED ON DIFFUSER RODS. SEE NOTE BELOW. SUPPLY AIR DIFFUSER (LAY -IN FRAME) WITH MANUAL VOLUME DAMPER PROVIDE VOLUME DAMPER WITH LOCKING QUADRANT. PROVIDE WITH 3" EXTENDED SHAFT AND HANDLE (SEE SPEC SECTION 233300 D. 1.) SHT. MTL. ELBOW REQUIRED 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 GOO 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 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 BLOV JjTU$ MODEL "DB" TO CONVERT DIFFUSER FROM STAND?) V , ' 4-WAY TO DESIGNATED 1-WAY, PLANS 2-W Y SHADED AREA. LOW A3 ,� 4 � `/� NTS IFFRTFPRITTITAI G E B A e s sociates, Inc. on sulting Engineer. 3030 n(33o) ass -6588 Ph. Rich ia (330) 659 -6675 Fax 'da 4 . r l -. ,au GiS' �.a ZP ' CIr.T� ". ic. rn 4 `iI' w } `/' ▪ w (n C�7 mz OZ fn C , O U<U� 7 - :0:3 0 i Q d Z z F L d U O w m a � Owz = Z Z v, < I- 0 0 W W Z Q u) Waco W d a - S w W J LA Q. ww ONE a = c, w w -i In a co x °- • w w W W p OVl :ZU ? a7z ai� m -aao s Q D W c ~ Nz W O z = F- ? - WU C a 0 tn 3 w 0 C z w � r , z 7 Z� ��7� Y ZO 1-d ca Z� 6/ 00 pZ8 z c a iaZ --m _ Z 0 ;Z11- ' = a0 Q } aO2 a Z5 Z o ca, cvl r a w r 0 : 0_; - ! 0 !_: = : - y Z U - = m 11:: W � m d (] 41 (f J W l � � 1-- C Z a - d (n DFCJ O c W � 2 OZ' W IX D J Z a ¢a11 .� =mvvJiQ = 0 r 0 0 m En- z m REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: cc W 1- z W =1 o co w w � w W= LL V) LLI N co c0 00 01 REVISIONS: nrTV OF TUUK AMA IV( % ° I ' INDICATES NO REVISION TO THIS SHEET PERMIT CD - 4 L MECHANICAL DETAILS DRAWING NUMBER: z O w �- N O H 0 a z � W V J O O 103 r 0 U J F �4 m a F 0 Z 0 d z Ow w V w a 0 C Ow 2 } C N V' r w0: w a ice Z D w W d a Z Z F y 2 cC70}3 Oa Ua -' -J �w1! ' wan O�w� °" ww ° = ~ ~ LL' ZQ - a 0 0 c7 Z w O Y J , � ,j0 ' W : T 1 ? w m z r0 0 r 3zz O Oz W Q: N 0 0 00i.. W Q 1 0-' �� ~ }} }x�rn� il O 0 0 s V w Z Uh 00 a?0 . N— Q w CO CD N Y 00 O _ O 4 H Z o • • 0 w l= CD sC AC CC CL w CL CDa J -........ ▪ O 00 C/1 C•1 w cc O o_ x w 1— W O 0 0 ▪ CL Z a, CD 0Lo V) J 04/25/08 TBA TBA TBA DATE HVAC RESPONSIBILITY SCHEDULE ITEM FURNISHED BY INSTALLED OR PERFORMED BY RE -USE EXISTING N/A REMARKS LSD&C VENDOR LANDLORD CONTR. LANDLORD CONTR. OTHER ROOFING CUT & PATCH, INSULATED TOE KICK & CURB LEVELING. AC 0 MC 0 ft MC - Wall Transmission 0 ft MC TO HIRE LANDLORD APPROVED ROOFING CONTRACTOR DUCT SMOKE DETECTOR AC 0 FAC Roof Transmission MC AC - 4591 ft IF NO FIRE ALARM SYSTEM, FURNISHED AND INSTALLED BY AC SMOKE SYSTEM ACCESSORIES, ETC. AC 0 ft MC - MC AC - Skylight Transmission UNLESS FACTORY INSTALLED DIFFUSERS AND GRILLES LD 0 ft 0 - MC 0 ft 0 - 0 ft DIFFUSERS /GRILLES FIRE DAMPERS AC Floor Transmission MC 0 MC 4.591 ft 0 N/A INTERCONNECTIVE WIRING BY MC WALL FIRE DAMPERS 0 - MC 0 MC Ceiling 0 ft N/A - COMBINATION FIRE /SMOKE DAMPERS AC - MC 905 W MC - 0 N/A - LOW PRESSURE DUCTWORK AC 28357 MC 0 MC AC ElectriC Equipment 6950 W 23713 HIGH /MEDIUM PRESSURE DUCTWORK AC 0 MC People MC AC 18331 N/A 0 DUCT SUPPORTS AC - MC 0 MC 0 0 Miscellaneous - SEISMIC BRACING AC - MC 0 MC 5 %15% 4271 917 5% DUCT HEATER(S) AC »» Total Zone Loads MC 89698 MC AC 12449 0 Zone Conditioning TOILET EXHAUST FAN(S) WITH TOGGLE DISCONNECT SWITCH LD 19248 - 12388 MC AC 0% N/A - TOILET EXHAUST DUCTWORK WALL OR ROOF CAP 0 - MC 0% MC - 0 N/A - PIPING AND PIPING APPURTENANCES (CIRCUIT SETTERS, ETC.) AC 0 MC 0 MC - Return Fan Load N/A 0 BALANCE CONTRACTOR REPORT AC 0 GC Ventilation Load MC 9607 -2442 1209 CFM AABC OR DEBB CERTIFIED AS -BUILT DRAWINGS Supply Fan Load 4504 CFM MC - EC -8347 - Space Fan Coil Fans - LANDLORD CONTROL SYSTEM - - MC - MC 0% 0 N/A 0% TEMPERATURE CONTROL SYSTEM COMPONENTS AC » Total System Loads - 106523 MC - 64204 0 ONE PER PROJECT TEMPERATURE CONTROL SYSTEM WIRE AC 16820 - -13057 MC Central Heating Coil - -7800 FINAL CONN. BY MC LOCKING QUADRANT VOLUME DAMPER AC - MC - MC AC - 64204 CALL HVAC SUPPLIER PNEUMATIC TUBING Positive values are clg loads Negative values are htg loads Positive values are htg Toads Negative values are clg Toads MC MC N/A FIRE ALARM SHUTDOWN RELAY FAC FAC CABLE WHERE FOR FIRE SYSTEMS RELIEF AIR DAMPER AND ACTUATOR MC MC RELIEF AIR FAN OR RETURN AIR FAN AC MC SMOKE EVACUATION MC MC OUTSIDE AIR INTAKE HOOD /LOUVER WITH DAMPER MC MC OUTSIDE AIR INTAKE DAMPER ACTUATOR MC MC N/A RELIEF AIR HOOD OR LOUVER WITH COUNTER- BALANCED BACKDRAFT DAMPER MC MC N/A ECONOMIZER DAMPER MC MC N/A ECONOMIZER DAMPER ACTUATOR AC MC N/A OUTSIDE AIR DAMPER MC MC N/A g � OUTSIDE AIR DAMPER ACTUATOR AC MC N/A �� �,P 1 "a ,] 4 SPLIT DX AIR HANDLING UNIT WITH CONDENSING UNIT RESPONSIBILITY SCHEDULE ITEM FURNISHED BY INSTALLED OR PERFORMED BY RE -USE EXISTING HEATING DATA AT DES HTG HEATING OA DB / WB 23.0 °F / 19.2 °F REMARKS LSD&C VENDOR LANDLORD CONTR. LANDLORD CONTR. OTHER AIR HANDLING UNIT AC 0 - 0 ft MC - Wall Transmission 0 ft 0 AIR HANDLING UNIT DISCONNECT/ FAN CONTACTOR AC 0 - Roof Transmission 4591 ft AC - 4591 ft 11857 HIGH AND LOW PRESSURE SWITCHES (FACTORY INSTALLED) AC 0 ft 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 4591 ft 0 MC 4.591 ft 0 - INTERCONNECTIVE WIRING BY MC HOT WATER COIL 0 - 0 ft 0 - Ceiling 0 ft • - THERMAL EXPANSION VALVE AC - Overhead Lighting 905 W MC - 0 0 - BAS CONTROLLER AC 28357 - 0 0 AC ElectriC Equipment 6950 W 23713 SUPPLY AIR TEMPERATURE SENSOR AC 0 - People 89 AC 18331 0 0 SPACE TEMPERATURE SENSOR AC - 0 0 MC 0 0 Miscellaneous - CARBON DIOXIDE SENSOR AC - 0 0 MC 5 %15% 4271 917 5% CONDENSATE PAN OVERFLOW SWITCH AC »» Total Zone Loads - 89698 19248 AC 12449 0 Zone Conditioning FAN PROOVING SWITCH AC 19248 - 12388 0 AC 0% 0 - HOT WATER VALVE WITH ACTUATOR 0 - Plenum Roof Load 0% 0 - 0 • - VIBRATION ISOLATORS AC 0 - 0 MC - Return Fan Load 4504 CFM 0 AIR COOLED CONDENSING UNIT AC 0 - Ventilation Load MC 9607 -2442 1209 CFM 60163 CONDENSING UNIT DISCONNECT SWITCH Supply Fan Load 4504 CFM EC - EC -8347 - Space Fan Coil Fans - CONDENSING UNIT GROUND FAULT OUTLET - - EC - EC 0% 0 - 0% OUTSIDE AIR TEMPERATURE SENSOR AC » Total System Loads - 106523 MC - 64204 0 ONE PER PROJECT LOW AMBIENT KIT AC 16820 - -13057 MC Central Heating Coil - -7800 - SPLIT SYSTEM COMMISSIONING AC - » Total Conditioning - 106523 AC - 64204 CALL HVAC SUPPLIER SERIES POWERED VARIABLE AIR VOLUME (SPVAV) & VARIABLE AIR VOLUME (VAV) BOX RESPONSIBILITY SCHEDULE DESIGN COOLING DESIGN HEATING INSTALLED OR PERFORMED BY COOLING DATA AT Jun 1500 COOLING OA DB 1 WB 84.0 °F / 65.0 °F HEATING DATA AT DES HTG HEATING OA DB / WB 23.0 °F / 19.2 °F ZONE LOADS Details Sensible (BTU /hr) Latent (BTU /hr) Details Sensible (BTU /hr) Latent (BTU /hr) Window & Skylight Solar Loads 0 ft 0 - 0 ft - - Wall Transmission 0 ft 0 - 0 ft 0 - Roof Transmission 4591 ft 8361 - 4591 ft 11857 - Window Transmission 0 ft 0 - 0 ft 0 - Skylight Transmission 0 ft 0 - 0 ft 0 - Door Loads 0 ft 0 - 0 ft 0 - Floor Transmission 4591 ft 0 - 4.591 ft 0 - Partitions 0 ft 0 - 0 ft 0 - Ceiling 0 ft 0 - 0 ft 0 - Overhead Lighting 905 W 3088 - 0 0 - Task Lighting 8311 W 28357 - 0 0 - ElectriC Equipment 6950 W 23713 - 0 0 - People 89 21908 18331 0 0 0 Infiltration - 0 0 - 0 0 Miscellaneous - 0 0 - 0 0 Safety Factor 5 %15% 4271 917 5% 593 0 »» Total Zone Loads - 89698 19248 - 12449 0 Zone Conditioning - 88570 19248 - 12388 0 Plenum Wall Load 0% 0 - 0 0 - Plenum Roof Load 0% 0 - 0 0 - Plenum Lighting Load 0% 0 - 0 0 - Return Fan Load 4504 CFM 0 - 4504 CFM 0 - Ventilation Load 1209 CFM 9607 -2442 1209 CFM 60163 0 Supply Fan Load 4504 CFM 8347 - 4504 CFM -8347 - Space Fan Coil Fans - 0 - - 0 - Duct Heat Gain / Loss 0% 0 - 0% 0 - » Total System Loads - 106523 16806 - 64204 0 Central Cooling Coil - 114324 16820 - -13057 0 Central Heating Coil - -7800 - - 77261 - » Total Conditioning - 106523 16820 - 64204 0 Key: Positive values are clg loads Negative values are htg loads Positive values are htg Toads Negative values are clg Toads SERIES POWERED VARIABLE AIR VOLUME (SPVAV) & VARIABLE AIR VOLUME (VAV) BOX RESPONSIBILITY SCHEDULE ITEM FURNISHED BY INSTALLED OR PERFORMED BY RE -USE EXISTING N/A REMARKS LSD&C VENDOR LANDLORD CONTR. LANDLORD CONTR. OTHER SERIES ARRANGEMENT FAN POWERED VAV BOX (WITH HEAT AND NO HEAT OPTIONS) AC MC Sales 1 3471 0 SERIES ARRANGEMENT FAN POWERED VAV BOX AC 0.00 0.30 0.0 MC 1041.3 Zone 2 Non Sales - 1 1 305 0 FAN POWERED BOX ELECTRICAL DISCONNECT AC 0 00 0 15 0 0 0.0 AC Zone 3 NON -FAN POWERED BOX ELECTRICAL DISCONNECT AC AC 1 N/A 10.0 HAS CONTROLLER WITH INTEGRATED ACTUATOR AC 0.15 0.0 0.0 122.3 1209.3 AC 4503.7 SUPPLY AIR TEMPERATURE SENSOR AC MC SPACE TEMPERATURE SENSORS AC MC TERMINAL UNIT COMMISSIONING AC AC CALL HVAC SUPPLIER Zone Name l Space Name Mult. FioorJ Area (W) Maximum Occupants Maximum Supply Air (CFM) Required Outdoor Air (CFMlperson) Required Outdoor Air (CFMIfll Required Outdoor Air (CFM) Required Outdoor Air (% of supply) Uncorrected Outdoor Air (CFM) Zone 1 Sales 1 3471 0 69,4 2976.6 0.00 0.30 0.0 0.0 1041.3 Zone 2 Non Sales - 1 1 305 0 10 0 1213 7 0 00 0 15 0 0 0.0 45.8 Zone 3 Non- Sales -2 1 815 0 10.0 313.4 0.00 0.15 0.0 0.0 122.3 1209.3 Totals (incl. Space Multipliers) 4503.7 Design Parameters: Sizing Calculation Information Zone and Space Sizing Method: DESIGN WEATHER PARAMETERS City Name Seattle IAP Location Washington Latitude 47.5 Longitude 122.3 Elevation 449.0 Summer Design Dry-Bulb 85.0 Summer Coincident Wet - Bulb 65.0 Summer Daily Range 18.3 Winter Design Dry-Bulb 23.0 Winter Design Wet -Bulb 19.2 Atmospheric Clearness Number 1.05 Average Ground Reflectance 0.20 Soil Conductivity 0.800 Local Time Zone (GMT +/- N hours) 8.0 Consider Daylight Savings Time No Simulation Weather Data noneNlA Current Data is 2001 ASHRAE Handbook Design Cooling Months January to December HVAC LOAD CALCULATIONS Air System Information Air System Name Total Equipment Class SPLT AHU Air System Type 2DMZ Zone CFM Sum of space airflow rates Space CFM Individual peak space Toads Central Cooling Coil Sizing Data Total coil load 10.9 Tons Total coil Toad 131.1 MBH Sensible coil load 114.3 MBH Coil CFM at Jun 1500 4257 CFM Max block CFM 4504 CFM Sum of peak zone CFM 4504 CFM Sensible heat ratio 0.872 ft 420.1 BTU /(hr -ft 28.6 Water flow @ 10.0 °F rise ..... N/A Central Heating Coil Sizing Data Max coil Toad 77.3 MBH Coil CFM at Des Htg 1425 CFM Max coil CFM .. .. 1425 CFM Water flow @ 20.0 °F drop NIA Supply Fan Sizing Data Actual max CFM 4504 CFM Standard CFM 4431 CFM Actual max CFM /ft 0.98 CFM/ft Outdoor Ventilation Air Data Design airflow CFM 1209 CFM CFM/ft 0.26 CFM/ft 1. Summary Ventilation Sizing Method Design Ventilation Airflow Rate Analysis Table Sum of Space OA Airflows 1209 CFM Deg. Deg ft °F °F °F ° °F BTU /(hr- ft - °F) hours Number of zones 3 Floor Area 4591.0 ft Location Seattle IAP, Washington Calculation Months Jan to Dec Sizing Data Calculated Load occurs at Jun 1500 OADB /WB 84.0 /65.0 °F Entering DB 1 WB 80 -3 1/ 64.2 °F Leaving DB / WB 55.0 / °F Coil ADP 52.2 33.5 °F Bypass Factor 0.100 Resulting RH 48 % Design supply temp. 55.0 °F Zone T -stat Check 3 of 3 OK Max zone temperature deviation 0.0 °F Load occurs at Des Htg BTU /(hr -ft 16.8 Ent. DB / Lvg DB 59.0 110.0 °F Fan motor BHP 3.28 BHP Fan motor kW 2.45 kW Fan static 2.50 in wg CFM/person 13.52 CFM /person HVAC LOAD CALCULATIONS NTS .l!, [DL I !1Isl N!1_I i1 J C• NOTES: LINE VOLTAGE BY EC SETPOINTS: 18/3 CABLE SENSOR(S)1 22 COMMUNICATION CABLE 18/3 CABLE SPLIT DX AIR HANDLING UNIT WITH ELECTRIC HEAT NETWORK WIRING AND SEQUENCE TE COMMUNICATION FRONT END TERMINATE NETWORK WIRES ON THE LIGHTING CONTROLLER NETWORK TERMINALS LOCATED IN THE IFS ELECTRICAL PANEL SYSTEM. El I FPVAV -1 I VV550 ACCU -1 rAHU -11 OCCUPIED HEATING: 70'F COOLING: 74'F UNOCCUPIED HEATING: 60'F COOLING: 85 2212 COMMUNICATION CABLE 18/3 CABLE ZONE 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 LIST 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 I5 ABOVE 55 DEGREES FAHRENHEIT (ADJUSTABLE), AND THE SPACE TEMPERATURE I5 1'F ABOVE COOLING SETPOINT, COOLING SHALL BE ENERGIZED IN STAGES (WHERE APPLICABLE) UNTIL 1'F BELOW SETPOINT IS ACHIEVED. WHEN THE OUTDOOR TEMPERATURE IS BELOW 55 DEGREES FAHRENHEIT (ADJUSTABLE), AND SPACE TEMPERATURE IS ABOVE COOLING SETPOINT, COOLING SHALL DEENERGIZE, AND OUTSIDE AIR DAMPERS AND RETURN AIR DAMPERS SHALL MODULATE TO PROVIDE A SUPPLY AIR TEMPERATURE TO SATISFY THE DEMAND FOR COOLING. IF THE SPACE TEMPERATURE FALLS 1•F BELOW THE HEATING SETPOINT, AND THE OUTDOOR DAMPER IS AT THE MINIMUM POSITION, ELECTRIC HEAT SHALL BE ENERGIZED IN STAGES (WHERE APPLICABLE) UNTIL 1'F ABOVE SETPOINT IS ACHIEVED. DURING UNOCCUPIED HOURS, THE SUPPLY FANS SHALL DEENERGIZE AND THE OUTDOOR DAMPER SHALL CLOSE. IF THE SPACE TEMPERATURE RISES 1'F ABOVE THE COOLING SETPOINT, 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 SETPOINT, COOLING AND FANS SHALL DEENERGIZE. IF THE SPACE TEMPERATURE FALLS BELOW THE HEATING SETPOINT, 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 SETPOINT, ELECTRIC HEAT AND FANS SHALL BE DEENERGIZED. RELIEF FAN (WHERE APPLICABLE) SHALL BE ENERGIZED WHENEVER THE SUPPLY FANS ARE OPERATING, AND THE UNIT IS IN THE ECONOMIZER MODE OF OPERATION. THE RELIEF FAN SPEED SHALL BE VARIED THROUGH A VARIABLE FREQUENCY DRIVE CONTROLLED BY SPACE PRESSURE DIFFERENTIAL RELATIVE TO OUTDOOR PRESSURE. FAN SPEED SHALL MODULATE TO MAINTAIN A SPACE PRESSURE OF 0.05 POSITIVE RELATIVE TO OUTDOOR PRESSURE. RELIEF DAMPER SHALL OPEN WHENEVER RELIEF FAN 15 ENERGIZED. MANUFACTURER PROVIDED PAN OVERFLOW SWITCH WILL DISABLE ALL FANS, COOLING, 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 DURING OCCUPIED OPERATION BETWEEN SCHEDULED OA FLOW CFM AND MIN SCHEDULED OA FLOW TO MAINTAIN A CO2 CONCENTRATION BETWEEN 1000PPM AND 500PPM. A DUCT MOUNTED SMOKE DETECTOR SHALL DEENERGIZE THE SUPPLY AND RELIEF FAN, AND CLOSE THE OUTDOOR AIR DAMPER WHEN ACTIVATED. SERIES POWERED VAV (SPVAV) 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 VARIABLE AIR VOLUME TERMINAL UNIT FAN SHALL BE ENERGIZED AND DAMPER SHALL MODULATE TO MAINTAIN THE SPACE TEMPERATURE. IF THE SPACE TEMPERATURE DROPS ONE DEGREE BELOW SETPOINT AND THE DAMPER IS AT MINIMUM POSITION, THE UNIT'S ELECTRIC HEAT SHALL ENERGIZE. THE HEAT WILL REMAIN ON UNTIL THE SPACE TEMPERATURE IS SATISFIED. THE TERMINAL UNIT DAMPER SHALL FULLY (CLOSE /OPEN) AND THE FAN SHALL (ENERGIZE /DEENERGIZE) UPON A SIGNAL FROM THE FIRE ALARM SYSTEM. DURING THE UNOCCUPIED SCHEDULE, THE DAMPER SHALL CLOSE AND FAN /HEATER WILL DEENERGIZE. THE DAMPER SHALL OPEN AND THE FAN SHALL ENERGIZE IF UNOCCUPIED COOLING SETPOINT IS REACHED. THE FAN AND HEATER SHALL ENABLE IF UNOCCUPIED TEMPERATURE IS 2°F BELOW UNOCCUPIED SETPOINT. FAN AND HEATER SHALL STOP WHEN SETPOINT IS REACHED. NOTE TO CONTRACTOR ITEM(S) NOT SHOWN ON ANY OF THE RESPONSIBILITY SCHEDULES ARE THE RESPONSIBILITY OF THE CONTRACTOR. LOCAL AREA REQUIREMENTS 1. SMOKE EVACUATION 2. CARBON DIOXIDE MONITORING 3. HURRICANE ZONE 4. SEISMIC ZONE YES NO ❑ ❑ 5. SPECIAL CURB HEIGHT REQUIREMENTS ❑ ❑ 6. FIVE MILE COASTAL PROXIMITY ❑ ❑ 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 LSD &C LIMITED STORE DESIGN & CONSTRUCTION MC MECHANICAL CONTRACTOR 04V MECHANICAL RESPONSIBILITY SCHEDULES, NETWORK WIRING AND SEQUENCE NTS A THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West Streetsboro Road Richfield, Ohio 44288 0 � o h W C7 v ia m ° Ln O Z E c , O J Z J W Id La- Ld Vl c w o U7 ¢a ID 0 V W = W 01- H W W Ld - 0 1 7 p W Z= Z � n< E c0 0 w w Z L cc cc CD ° a - r DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: II IKI 1 R ?(111(1 =ma�z(n NI-fn W 0(y�j °azOF -Z zW az a x z0 U x = ° J- 0 Q W ut J W W N 0 � a � aa W CC W O CD a_ W ;= lil a Y o w W w0�I-Ld0 a W Z a w 0 W H V7 Q 0 N� O z p J (n o ZUZF Z U Z UW u oLd00 'EC 0 0 (00 ui w (n Q �z ~ z 3 z-1 o 0F � a . Za o = wo� W Q a Z a ! V7 d Z U J In0 d pZ ° w Z U7 ~ C7 a Ow V a o W 0- o a 0 a za 4 ° o 4 Z U -- N w -- to w[ti W w J S = W � �- J W � �m3v,amo 0 a z z x CC W 1- z W 00 V M I I - CT) O4Z i- ce 0 W Z J w Q ILI 1 - co N F.7) * INDICATES NO REVISION TO THIS SHEET (3:0 REQUIRED BY: DATE � lEeE W pEF'kvvit - DRAWING NUMBER: 859 -6688 Ph. 859 -6575 Fax z 0 to Z o a r ?r 0 O W F OU J m 1- pl- °Z 01 J d z o W W ^ (11 a F a } Z ~ W U w 0 o � � Z 0 zDY w Q ° o a z� w Cn : : o ' c 17 : 3 W U 0 ° W 0-: m a o z � , 1 a w: w� o a z v� I ni w 7wt - C?U�L7 � a �Otw -�w�7 oirwaww° a� ao m aad °oo w (n o - � a <L W z Z o Y J W 0 : 71( WQ Unprww W 0 N U UU o 3 0 00(•,) 0 zoQ JT Z o z�o, ¢ � ¢ °W z 30 < 3 N o 07:: =VV 0 C747W V, r» S? &J 7 V7 w ri S. U a (n 1- 00 L- W 0r UVQ?07U .- 0 < LL L7 N m CO 0 0 H Z 0 W PO ▪ W O Z a a < J Z 00 o0 CO 0 (/'1 N W 1 - 1 - 1 CL O 0 x IJ O_ 0 V) 1 W 0 11- z W 04/25/08 TBA TBA TBA 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: A. B. C. D. E. F. G. 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. 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. REFER TO PLANS FOR SCHEDULES OF EQUIPMENT AND FIXTURES. AMERICAN STANDARD AND CRANE MAY BE CONSIDERED WITH APPROVAL FROM LSD &C PROJECT MANAGER. 2. SANITARY PIPING A. PROVIDE ALL SANITARY WASTE, SEWERS, AND VENTS WITHIN THE PROJECT SPACE WITH CONNECTION TO THE EXISTING DRAINAGE SYSTEMS ON -SITE. SANITARY WASTE AND VENT PIPING ABOVE FLOOR SHALL BE HUBLESS CAST -IRON PIPE, FITTINGS AND CONNECTIONS. SANITARY WASTE AND VENT PIPING BELOW GRADE SHALL BE SCHEDULE 40 PVC PLASTIC PIPE WITH SOLVENT WELD FITTINGS, OR SERVICE - WEIGHT CAST -IRON WITH NEOPRENE GASKET JOINT SYSTEM. NO PVC PLASTIC PIPING ALLOWED WITHIN CEILING VOIDS USED FOR NON- DUCTED RETURN AIR PLENUM OR IN WALLS. ALL DRAINAGE PIPING SHALL BE UNIFORMLY PITCHED, 1/4" PER FOOT FOR PIPE SIZES 3" AND SMALLER, 1/8" PER FOOT FOR PIPE SIZES 4" AND LARGER, UNLESS OTHERWISE REQUIRED BY EXISTING CONDITIONS, OR INDICATED ON THE DRAWINGS. B. INSULATE ALL HORIZONTAL RUNS OF PIPING LOCATED IN CEILING SPACES, WHEN APPLICABLE. INSULATION TO BE AS SPECIFIED FOR WATER PIPING. C. 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 SMALLER, BRAZE ALL JOINTS. B. ALL OTHER: TYPE 'L' DRAWN COPPER TUBE WITH WROUGHT COPPER FITTINGS AND 95 -5 TIN - ANTIMONY SOLDER. 4. PIPING OF DISSIMILAR METALS MUST BE DIELECTRICALLY SEPARATED. 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: 6. 7. 8. AD ADA AFF AP CD CFM CI CO CONT CONTR COTG CW DET DF DL DS DTR DWG (E) EWC FCO FCU FD FOIC FPS FS G GAL GC GPM HB HD HP HW INV A. SNAKE SANITARY TO MALL MAIN AND REPORT ANY BLOCKAGE. B. TEST WATER PRESSURE TO INSURE MINIMUM PSI MATCHES MOST DEMANDED BY INSULATE ALL HOT WATER, COLD WATER AND CONDENSATE PIPING WITH 1" THICK (K =0.23 0 75'F) PIPE SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD AND SMOKE DEVELOPED RATINGS. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH 1/2" ARMSTRONG "ARMAFLEX" TRUEBRO MODEL 102W "HANDI LAV GUARD" INSULATION KIT. 9. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. END OF SECTION 15200 ACCESS DOOR AMERICAN DISABILITY ACT ABOVE FINISHED FLOOR ACCESS PANEL CEILING DIFFUSER OR CONDENSATE DRAIN CUBIC FEET PER MINUTE CAST IRON CLEANOUT CONTINUE CONTRACTOR CLEANOUT TO GRADE COLD WATER DETAIL DRINKING FOUNTAIN DOOR LOUVER DREAMSTEAMER DOWN THRU ROOF DRAWING EXISTING ELECTRIC WATER COOLER FLOOR CLEANOUT FAN COIL UNIT FLOOR DRAIN FURNISHED BY OWNER, INSTALLED BY FEET PER SECOND FLOOR SINK GAS GALLONS GENERAL CONTRACTOR GALLONS PER MINUTE HOSE BIBB H EAD HORSEPOWER HOT WATER INVERT ABBREVIATIONS - PLUMBING CONTRACTOR LAV LB LF MECH MFR MTD MTR (N) N.C. N.I.C. N.O. N/A NTS P PD PLBG POC PRV PSI (R) RD RPBP RPM LAVATORY POUND LINEAL FEET MECHANICAL MANUFACTURER MOUNTED MOTOR N EW NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN NOT APPLICABLE NOT TO SCALE PUMP PRESSURE DROP PLUMBING POINT OF CONNECTION PRESSURE REDUCING VALVE POUNDS PER SQUARE INCH 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 EQUIPMENT SUPPLIED. INSULATION WITH AN ALL PIPING INSULATION OR 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. 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 LSD &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. RELOCATE ROOF DRAIN REDUCED PRESSURE BACKFLOW PREVENTER REVOLUTION PER MINUTE SCH SCHEDULE SOV SHUT -OFF VALVE OR SCHEDULE OF VALVE PLUMBING SPECIFICATION NTS NINRIMPITTXM J 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 DRAIN PUMP DEMO SINK LAV AND FAUCET FURNISHED BY LSD&C VENDOR LD DS LD LD LD LANDLORD CONTR. GC GC GC GC GC GC GC GC GC GC GC INSTALLED BY LANDLORD CONTR. GC GC GC GC GC GC GC GC GC GC GC GC GC GC OTHER GC RE -USE EXISTING RE -USE EXISTING N/A N/A N/A N/A REMARKS IF REQUIRED, DETERMINE IN FIELD. UNDER ALTERNATE BID ONLY FOR COB /BBW STORES ONLY PLUMBING RESPONSIBILITY SCHEDULE ITEM we 1 LAvI 1 DS DP 1 1 sv 1 1 DF 1 MS 1 WH -1 IWH -21 1 WHA 1 1 wco 1 FC0 1 1 co 1 FIXTURE WATER CLOSET TANK TYPE LAVATORY WALL MOUNTED DEMO SINK COUNTERTOP DRAIN PUMP BASIN SOLENOID VALVE DRINKING FOUNTAIN MOP SINK WATER HEATER INSTANTANEOUS WATER HEATER TANK TYPE WATER HAMMER ARRESTER WALL CLEANOUT FLOOR CLEANOUT CLEANOUT ROUGH -IN SERVICES COLD WATER 1/2 1/2" 1/2" HOT R 1/2" WASTE 4" 2" INLET 1Yz" DISCH 1y2" VENT 2" 1 1/2" 2" URINAL UR 1 WALL MOUNTED �- 1/2" 1/2" 1/2" 3/4" 1/2" 3/4" 2" 3" 1 1/2" 1 1/2" MrNMEI 169 INDIRECT WASTE 3/4" GAS NTS 00NP011GOSCHD DESCRIPTION KOHLER "HIGHLINE PRESSURE LITE" MODEL NO. K-3519, 1.1 GPF, PRESSURE ASSISTED WHITE WATER CLOSET WITH ELONGATED VITREOUS CHINA BOWL, 17)6" HIGH, WHITE OPEN FRONT SEAT AND COVER #K- 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 #K- 3519 -RA FOR RIGHT SIDE FLUSHING HANDLE. KOHLER "CHESAPEAKE" 20" X 18" LAVATORY, MODEL NO. K -1729 (OR AMERICAN STANDARD "COMRADE" WALL-MOUNT SINK, MODEL NO. 0124.024). FURNISH WITH CONCEALED ARM WALL HANGER, CHROME SUPPLY STOPS AND P -TRAP, KOHLER LEVER - OPERATED "CORALAIS" FAUCET MODEL N0. K- 15182 -F WITH POP -UP DRAIN. INSULATE P -TRAP AND SUPPLY LINES WITH 1/2" ARMSTRONG "ARMAFLEX" PIPING INSULATION OR EQUIVALENT. MOUNT AT HEIGHT DIRECTED BY THE ARCHITECT. (FOR NON- PUBLIC RESTROOMS) KOHLER "PURIST" WADING BASIN LAVATORY MODEL NO. K -2314 WITH "PURIST WIDESPREAD LAVATORY" FAUCET MODEL NO. K- 1440 -4 -CP WITH SPOUT, LEVER HANDLES AND POP -UP DRAIN. ZOELLER #131, FLOOR MOUNTED 5 GAL POLYETHYENE BASIN WITH GASKETED POLYTHYLENE LID. PUMP: ZOELLER #M98, 115V., 1 PHASE, 1/2 H.P., 1725 RPM, 25 FT. HD. U.L LISTED. PUMP PASSES 1/2" SPHERICAL SOLIDS. ELECTRICAL CONNECTION TO BE MADE WITH 15 FT. U.L. LISTED 3 WIRE CORD AND PLUG. BASIN AND PUMP TO BE TEMPERATURE RATED TO 130 'F. UNIT IS FURNISHED WITH CHECK VALVE, MODEL #10- 0032- 115V -15FT NORMALLY OPEN (N.O.) SINGLE PIGGYBACK FLOAT SWITCH, MODEL #10- 0064- 115V -15FT NORMALLY CLOSED (N.C.) SINGLE PIGGYBACK FLOAT SWITCH. OWNER SHALL PROVIDE ASCO RED HAT MODEL #8210G2 ) "NPT (TWO WAY) NORMALLY CLOSED (N.C.) SOLENOID VALVE FOR EACH DEMO SINK. VALVE SHALL BE PROVIDED WITH 6 FT. U.L LISTED 3 WIRE CORD AND PLUG. PLUMBING CONTRACTOR TO INSTALL. 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 #MSB -2424 WITH VINYL BUMPERGUARD. FURNISH WITH AMERICAN STANDARD FAUCET #8344.112 WITH INTEGRAL VACUUM BREAKER AND STOPS. PROVIDE 42" RUBBER HOSE WITH FAUCET. CHRONOMITE INSTANT -FLOW #M -20L, 0.5 GPM 0 65' RISE, 4800 WATTS, 20 AMP BREAKER, 208V- 10 -60. RE -USE EXISTING A.O. SMITH MODEL ELJF -6, 6 GALLON, 1800 WATT, 120v, 1 PHASE. SIOUX CHIEF 650 SERIES WATER HAMMER ARRESTER OR EQUAL ZURN CLEANOUT TEE #ZN- 1446 -BP, DURA- COATED CAST IRON BODY, GAS AND WATER TIGHT BRONZE PLUG AND STAINLESS STEEL WALL ACCESS COVER WITH SECURING SCREW. ZURN FLOOR CLEANOUT #ZN -1400 WITH GAS -TIGHT AND WATER -TIGHT TAPERED THREADED PLUG AND ROUND POLISHED NICKEL BRONZE SCORIATED ADJUSTABLE TOP. ZURN CLEANOUT FERRULE WITH PLUG #Z1440 WITH DURA - COATED CAST IRON BODY, WITH GAS -TIGHT AND WATER -TIGHT ABS TAPERED THREADED PLUG. PLUMBING FIXTURE SCHEDULE NTS G REMARKS HANDICAP TYPE HANDICAP TYPE HANDICAP TYPE KOHLER LAVATORY MODEL NO. K -2 :• - - -4 -CP WITH SPOUT, LEVER HANDLES AND ITH POP -UP DRAIN. HANDICAP TYPE UNDER ALTERNATE BID ONLY. GRAVITY DRAIN TO BE BASE BID. UNDER ALTERNATE BID ONLY. KOHLER "DEXTER" URINAL MODEL NO. • RICAN K , WHITE VITREOUS CHINA) FURNISH WITH II I ROYAL 1 - 1.0 GPF HANDICAP TYPE HANDICAP TYPE ZURN FLOOR DRAIN #Z- 415 -6B, CAS . .r:111, DJUSTABLE COLLAR, 2" BOTTOM OUTLET WITH • 6" ROUND NICKEL BRONZE STRAINER. H DEEP SEAL -TRAP • CD NEW WASTE OR SAN. SEWER EXISTING WASTE OR SAN. SEWER CONDENSATE DRAIN NEW VENT 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 RISE DROP POINT OF CONNECTION LEGEND AND SYMBOLS PLUMBING GENERAL NOTES PLUMBING CONSTRUCTION NOTES NTS 00NP011D1LGND 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. 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.). 9. 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. NTS 00NP011CONOTE 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 IN WALLS OR RETURN AIR PLENUMS. -2D-I NTS Kill 7MrIrM 1 D C A ■ ,-■.,__ ■ ■ THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West Streets 6o 9 . _ 330 659 -6688 Ph. Richfield, Ohio •. x ' -j ` a 330 858 -8875 Fax • 17) 0 ' 3agu3 o �Cq •r JUN 1 8 2009 wz a� N ~Ccc a 3 'O z I- � -lz w a enaz n U Z O en O r O o_ W Z O Z Z U Q W w Z OWL_ o 0 o ° ° � ^ 7Oa U mw W V) m ± owz Q fx=ozz - aFUOa W U �wvr r o aF t, N V7 (n� J - '� r O wl I- U Z Wo aw - =m a�Z ( „ w 4 0 0 N F V) W O W N o'' � z ° wz�az azya?U a x3oc» zw O w�a�' =- O Z w W z, ° rOaV7 L - O I- V1 U � I- Z oa w w �4�Q pNa=� C ir =�-112 ia O O W W Z a N } a I- Z ��0 o r � W aa� °a >- tJ w0 �Z lL � w W Z O Lu - W L .10 �l1 L ° - FZr ? Q= W O O OOI= ¢ � - L a r l = �2 a 'T a v ° CA X CC 1- x w a7 r w w O „ii 4 I+JI- Q Z I - Z O= O p V) W 0 a I- W W I - 4J J C wI- =Z U J QOa. rO V) F O 7 , U7 o W Q W Q m Z Z H o J a z ▪ 2' O W a O - a p 3 z 0 • 0 = w O UM000 0A Li I- ~ } F , w w1A aOZ J L, VI z cr) se 0 >i• 0 REQUIRED BY: * INDICATES NO REVISION TO THIS SHEET DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: PLUMBING SPECIFICATIONS DRAWING NUMBER: W I- 0 z W w 0 co I ao M �O Ot o w J w W= U. E- I- WrY N F-- REVISIONS: PERMIT C E N T 1m1 w IZ 0 In Z 0 W - �_- 0 d Z L. L, J 0 0 =w8 �a M , 0ILz 02 V1 J m z_ =O <W v' a � � z a rnz =o� p : W I- O o 1:! :16. � z �_z C7 d.Fw0 a O O W za O u2J ON WI -JZZ W w OC��(� a () a p F- w V1 V7 0=00 7 2 N W�oO oLa=i r r r 0 - �a� wqw _(n Qw - 0ar Ln Z V1 � M w L, 0 z O Lc. a 0 1. F w W z w 0 N 0 V)I- OOOU O Z U Q F Q 0 W z 0 -ag� W O ca cac�� it .,., _ a l - rrn> � x o(n °(A awaac� a(n 0=00 C!' k w 7'11 w Dz O- U 0 Q 0 0 0 RECEIVED sal! TIC T9 MIRA A z ,v O � w H O aIX W 00< Z CO o w O co O V) N w w 0 o 0 x a. 1- z i7) w DATE 04/25/08 TBA TBA TBA NOTE: PROVIDE AN APPROVED BACKFLOW PREVENTER FOR MAIN DOMESTIC WATER LINE, IN ACCORDANCE WITH LOCAL CODE AND LANDLORD REQUIREMENTS. WH -2 1/ - I lil i K -- Y " J21 • Ms J J - 1 Z" J J LAV WC DS WH -1 I 2 1 CONNECT (N) 4" SANITARY SEWER BELOW SLAB TO (E) SANITARY SEWER LINE. (FIELD VERIFY EXACT SIZE AND LOCATION - MIN. 4 ") CONNECT (N) 3/4" COLD WATER TO (E) COLD WATER LINE. (FIELD VERIFY EXACT SIZE AND LOCATION - MIN. 3/4") P.O.C. OF (N) 2" VENT TO (E) VENT LINE. (FIELD VERIFY EXACT SIZE AND LOCATION - MIN. 2 ") 1" PRIMARY & SECONDARY CONDENSATE DRAIN FROM EQUIPMENT TO DISCHARGE AT LAVATORY. REFER TO DETAIL J & K ON SHEET P03.1. SET DEMO SINK A MAXIMUM OF 1" FROM FRONT FACE OF COUNTERTOP IN FULL MASTIC BED. PLUMBING CONTRACTOR TO RE -USE EXISTING WATER METER. VERIFY LOCATION. MOUNT INLINE ABOVE CEILING. MAKE NECESSARY CONNECTIONS AS REQUIRED. METER TO READ IN GALLONS. PROVIDE REMOTE READOUT MOUNTED NEXT TO TCP. RE -USE EXISTING VENT THROUGH ROOF. RELOCATE EXISTING WATER HEATER TO THIS LOCATION. SEE P01.1 FOR SCHEDULE. DOMESTIC WATER PIPING DIAGRAM NTS K WASTE & VENT PIPING DIAGRAM PLUMBING CODED NOTES EXST'G 21x" VENT PIPE THRU DECK EXST'G 4" FLOOR DRAIN EXST'G 4" UNDERFLOOR SAN FCO EXST'G Y" WATER LINE CP 15' -6" A.F.F. ri 11 11 11 I IF .. . .. . 1r - - T L. -�- _H.... H II II II I 11 11 II 1 L....._ .. _ 11 . . 11. 11 I If JL -- II • 11 11 11 1 1' 11 -- -- 11 ..T1 II II I II II I JL... 1L _ JL 1 . ._ I1. _ .1L... _ 1 Tr II I II I r 11 - -- 7r ----- Tr - - - 7 i1 II _ 11. 11 I 1 1 1 II I 11 . . 1.1 11 . 1 II II 1 11 11 z ._ 11 TT ... ' TT .. • a - - IT TT T II II 11 11 II I 11 II II II II 11 I fl JL. . JL... _.. 11 11 11. J1_ - --_.1 1 - IF TE , . _ . Tr 11 11 I __ - 1 .._ _... H . 11 A ._. H . H . � I 11 1 1 1 1 11 1 1 I I I _ - 11 II II II 11 II F L .. 11 II 1. Ll.. 1__..._..._1 VERIFY ALL FIELD CONDITIONS PRIOR TO BID PROVIDE DP AND SV IN OF GRAVITY DRAIN UNDER ALTERNATE BID. REFER TO - /LIEU E TAIL OIJ SHEET P D.3. 1 . - -, I II II I -1 I1 11 ri I 1 11 11. IT ._. 1T 11 1 1 II II I II II I� 11 1L. 2 II II 1 11 11 11 11 11 1 1 11 a �1 1 _1 11 1 11 11 11 11 11 T 1 PLUMBING PLAN NTS 42NP021C3CODE C 1/4 - 0" A B■ THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West Streetsboro Rcq , 330) 659 -6688 Ph. Richfield, Ohio 44 •'^Z r 330)) 659 -8675 Fax M. I V ' C '��� y'r, µ=1f r .�: V r 1 ; • ti � t..."‘ ra 36861 , - AL � s Z 0 ( m Z 0 V) f 7 1 .7,,, O o _ o r O W O Z O a O � E - 2' m a H y V J W p ia �- V) l i � OW W m o W O3v� aQoJ - ZO a w z W Z r z O W d Z O U Z U a O w T p O W a o 4. _ W a P a w O W Z b- x N OON7 m - W 1nr ° Zp a - I N a a Z Z w Z = Z WOW W Z d o 1-0 oa =f. Z �- [L a m Ce = >o �W w j¢WDe V77 V � D L� -I w wz Z C7 ._ I- Yrnoa IZ w›- •otn d = � � -z a= L'wo °°0~3w 0o}ix o W r H y J. N d r r Y ? 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W~ 1— Hod < � v , W ry ov) K) O 0 w NH t!) ;lil i11111 REVISIONS: REQUIRED BY: DATE INDICATES NO REVISION TO THIS SHEET FiECEIVEts CIT OF "I 1r �' C..; •I CI n[ �I c�'ti EMT DATE ISSUED: 04/25/08 DESIGNED BY: TBA DRAWN BY: TBA CHECKED BY: TBA PLUMBING PLAN AND DIAGRAMS DRAWING NUMBER: .1 1- w 0 Ile 0 U O J SOLENOID VALVE (N.C.), FOIC LOW VOLTAGE WIRING BY ELECTRICAL ELEC. CONDUIT AND J —BOX (REFER TO ELEC. DRAWINGS) CONTROL TRANSFORMER ON J —BOX BY ELECTRICAL CHECK VALVE FLOAT MOUNTS IN SPARE CAP ACCESS GC TO SUPPLY AND INSTALL METAL DRIP PAN BENEATH PUMP (MIN. CAPACITY 3 GAL) ti PUMP DISCHARGE n- ... VENT appow J.1 1 IPA j TO SANITARY SEWER SYSTEM — 1/2" COLD WATER SUPPLY BALL VALVE BASIN 1/2" TO 3/8" REDUCER — INSTANTANEOUS WATER HEATER MOUNTED AS FAR BACK AS POSSIBLE ON UNDERSIDE OF COUNTER. (SEE PLUMBING PLAN FOR LOCATION) FLOW CONTROL HOT WATER OUTLET CONNECT TO GFCI OUTLET BY ELECTRICAL ACCESS PANEL • ■ HIGH LIMIT FLOAT SWITCH (N.0.), FOIC 1i SINK EJECTOR PUMP WITH FLOAT SWITCH, FOIC 1 �� P —TRAP NOTE: INSULATE EXPOSED PIPING BELOW SINK PER ADA REQUIREMENTS. COLD WATER OUTLET -i COUNTERTOP FINISHED FLOOR ALT. DEMONSTRATION SINK DETAIL L CEILING - LAVATORY 1J SLOPE FUNNEL FUNNEL 4 SINGLE OR MULTIPLE DISCHARGE WATER LINE FROM CONDENSATE DRAIN OF FC /AHU /WATER SOURCE HEATPUMP TO TAILPIECE OF LAVATORY CONDENSATE DRAIN DETAIL CONDENSATE DRAIN DETAIL DEMONSTRATION SINK DETAIL PIPE FLOOR PENETRATION DETAIL NTS OODP031KOCOND CONDENSATE DRAIN TO SLOPE DOWN TO SANITARY RECEPTOR WITH APPROVED AIR GAP —� VENTED 12" MIN. _ r 3 "MIN. SLOPE 3 "MIN. PERFORATED CAP UNION SLOPE TRAP FOR WATER SEAL FC, AHU OR WSHP CEILING NTS OODPO31J2COND VENT PIPING IN WALL ELEC. CONDUIT AND J —BOX (REFER TO ELEC. DRAWINGS) • ■ • 1/2" COLD WATER SUPPLY CABINET WALL — INSTANTANEOUS WATER HEATER MOUNTED AS FAR BACK AS POSSIBLE ON UNDERSIDE OF COUNTER. (SEE PLUMBING PLAN FOR LOCATION) FLOW CONTROL HOT WATER OUTLET SINK COLD WATER OUTLET P —TRAP NOTE: INSULATE EXPOSED PIPING BELOW SINK PER ADA REQUIREMENTS. COUNTERTOP FINISHED FLOOR OODPO31H2DEMO FLOOR SLAB MIN. 4" NON — COMBUSTIBLE FIRE STOPPING PIPE CAULK WITH FLEXIBLE FILLER SLEEVE NOTE: ALL FLOOR PENETRATIONS MUST BE SLEEVED AND LIQUID TIGHT. NTS OODP031GOPFPD J WALL CLEANOUT DETAIL FLOOR CLEANOUT DETAIL PIPE THRU FIRE WALL PENETRATION DETAIL WATER HEATER DETAIL NTS OODP031FOWCOD CLEANOUT PLUG FINISHED FLOOR CONCRETE SLAB STRUCTURE AT UPPER LEVEL SEALANT TO TENANT'S SANITARY SEWER F' C I AI 1 1N. \;••1■4 4 /------ COVER 4 v 4 e ADJUSTABLE HOUSING // ":7 / \/ \,Y GRADE AT LOWER LEVEL NTS OODP031EOFCOD UNINSULATED — UL SYSTEM WL 1001 RATED WALL 1" FIBERGLASS INSULATION THRU WALL ONLY (E) OR (N) PIPE 3M BRAND FIRE BARRIER CP25WB+ CAULK OR EQUAL. COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE AND WALL AND LEAVE A MIN. 5/8" BEAD AROUND BOTH OUTSIDE FACES OF WALL "i illllllli NOTE: INSTALLATION TO FOLLOW UL SYSTEM WL 1001 OR WL 5039 AND BE A UL TESTED ASSEMBLY. III 1111111 1' INSULATED — UL SYSTEM WL 5039 NTS OODP031COPFWP VACUUM BREAKER BY P.C. GATE /BALL VALVE BY P.C. (TYP.) THERMAL EXPANSION TANK, IF REQUIRED BY CODE 3/4" T & P RELIEF VALVE BY P.C. 3/47— CW 131 RUN 3/4" COPPER PIPE TO MOP SINK DRAIN VALVE BY P.C. PLATFORM BY GENERAL CONTRACTOR NOTE: ,, �— HW 3/4" 1" SECONDARY DRAIN INSULATE ALL PIPING IN ACCORDANCE WITH SPECIFICATIONS. DRAINS TO MOP SINK 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. NTS OODP031BOWHTR F E B ■s THORSON BAKER & Associates, Inc. Consulting Engineers 3030 West 9treetsboro Road „ 330 659 -6688 Ph. 330 Richfield, Ohio 442i36 -o� s 659 -6675 Fax P4, Z F r i gr L C a y4 W r �'vWi� mZ U�Z Vl O F 4-L-- �0Z U UO rx W �aw� Ir W a 0 z w_ 0 6U 01— W w0 Z w x N Z L. 0 0a Q r 7 O W y O CC z � O W W Z Q V7 w=cc 0 r H CD L:} W W° Z0Z W W • O C 0 - ∎ -- z i_ Z cc QZ�� � 0or 3 ce W r 1= W 0_' I rn d rCC < I 0; CC 1- L.1 1 4 j W W © F 2 a O W W W 1 Z � F ~ w -wM X00 cc -�=Z w QU-I QO D 1 cn cnv ovvi 0 m n ° a < � a 3 • arc0waa ao ZOO U o w O o m c w W E: y �U U N Q r— rc O Z REQUIRED BY: DATE ISSUED: DESIGNED BY: DRAWN BY: CHECKED BY: JUN 1 8 2009 w H z w U 01 co o J w w LL H c U.1 N 00 oo 00 rn • INDICATES NO REVISION TO THIS SHEET REVISIONS: MIS' OF Tt *MLA / '_ F ice: fl ...•l..' ” PLUMBING DETAILS DRAWING NUMBER: w W V7 Q U Z J :3, Z J O O W W = Z x W a U C Q 0 m e 3w V i r o r }J W Q w v1 Z QQ2 vlx x z 2I _ C clZg v l pow Z ZH O_L.j r� pa�va z w,cn J 3 }�4¢wi °0WU v Qaz� a_w _ mo a::::;! - W W U l W U W r 0 W x c n 1 Q r o V 1 0 1 _ U K O w Z J W W Q.=00Z S <CI W JWr Oy00 0J 0 CL F- o0 aa =1 Le F- co cn a m o o � 0 00?o� U om L Z 0 F Z 0 w a r O W U 0_N� W 0 0 <°01 --Z 0 u vi - w 00 - J 01- �Q U N O I - ww W U U7 ._ -I 0 O7 0 oo0wx z MZ aoa a mu. ME 3 d Q :: w 0 r a 1-r1 -P2 Ei z z oXXUCO U O0 CD S2 SB WL Qx � C'w 122 22 5E 4 r Q 1 — 0 Q CD 0 m 0 "mow O w 1 = O ace 0- Y W 0 0< J z w 00 o cn Q W W 0 X W DATE 04/25/08 TBA TBA TBA