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HomeMy WebLinkAboutPermit D08-006 - WESTFIELD SOUTHCENTER MALL - AEROPOSTALE - REMODELAEROPO STALF, 2626 SOUTHCENTER MALL D08 -006 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -006 Occupant /Tenant: AEROPOSTALE Building Address: 2626 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Use: RETAIL Occupancy Group /Division: M Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y Design Occupant Load: 103 BUILDING OFFICIAL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 2626 SOUTHCENTER MALL TUKW Suite No: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Tenant: Name: AEROPOSTALE Address: 2626 SOUTHCENTER MALL , TUKWILA WA Contractor: Name: TURNER - BUSCH, INC Address: 80 E RIDGEWOOD AVE , PARAMUS, NJ 07652 Phone: 201 - 262 -2121 Contractor License No: TURNEI *230J7 doc: IBC -10/06 Cityif Tukwila • Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: DEVELOPMENT PERMIT Contact Person: Name: DAPHANE VOLTZ Address: LAMI GRUBB MANAGEMENT SERVICES , 100 E SWISSVALE AVE 15218 Phone: 412- 243 -3430 x223 Permit Number: D08 - 006 Issue Date: 03/14/2008 Permit Expires On: 09/10/2008 Value of Construction: $78,000.00 Fees Collected: $1,784.85 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: II-B Occupancy per IBC: 0019 Expiration Date: 10/27/2008 DESCRIPTION OF WORK: INTERIOR TENANT FIT -OUT OF A NEWLY DEMISED SPACE IN A NEW SECTION OF AN EXISTING INTERIOR MALL (CONSTRUCTION OF NEW STOREFRONT, PARTITION WALLS, DEMISING GYPSUM BOARD, ADDPPION OF FINISHES AND FIXTURES * *continued on next page ** D08 -006 Printed: 03 -14 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City (*Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Print Name: G n e --, 41) s U') doc: IBC -10/06 Permit Number: D08 - 006 Issue Date: 03/14/2008 Permit Expires On: 09/10/2008 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or th performance work. am authorized to sign and obtain this development permit. Signature: Date: 3 ^I `� - O a 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 -006 Printed: 03 -14 -2008 • City of Tukwila Parcel No.: 6364200010 Address: 2626 SOUTHCENTER MALL TUKW Suite No: Tenant: AEROPOSTALE 1: ** *BUILDING DEPARTMENT CONDITIONS * ** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D08 -006 Status: ISSUED Applied Date: 01/04/2008 Issue Date: 03/14/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 9: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 10: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 11: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 12: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 15: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, doc: Cond -10/06 D08 -006 Printed: 03 -14 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 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. 16: ** *FIRE DEPARTMENT CONDITIONS * ** 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: 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) 25: 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) 26: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 27: 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) 28: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with doc: Cond -10/06 D08 -006 Printed: 03 -14 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 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) 29: 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) 30: 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) 31: 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) 32: 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) 33: 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) 34: 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) 35: 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. 36: Local U.L. central station supervision is required. (City Ordinance #2051) 37: 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) 38: 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) 39: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 41: 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) doc: Cond -10/06 D08 -006 Printed: 03 -14 -2008 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 42: 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. 43: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 44: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: 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 ** D08-006 Printed: 03 -14 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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: C vi e \� )1/ <�G doc: Cond - 10!06 D08 - 006 Date: 3 I - Uo ordinances governing or local laws regulating Printed: 03 -14 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hllp: //l iaii'. c(. iuk x'11C1. NU. us SITE LOCATION Site Address: 24.02 Ao So &»h C en /'-e r /U Tenant Name: G t : rope strl e Property Owners Name: S .e d ' �i�sh u G MM / - Ter) a nit Coo I- t v a fn tr Mailing Address: I C#O ( Wl Ishl're, 8/V c.J t 10 k /oo r Las An4e /e S City �l CONTACT PERSON - who do we contact when your permit is ready to be issued Name: fX' hane V O Lfi2. Day Telephone: 4/2 -243 - 3V3 o )( • as 3 Mailing Address: LO mi Grubb YAG n f &ry I c e S 13D C. S(N,55 vale. 4 Ve.. P; ttsburl h PA 1 5218 City State Zip Fax Number: 1 -11 2.- 3 . 7 I - 158C, E -Mail Address: d'1 o i #Z (t. I0-i 3 r,�l h .(' GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) C o( m panyName:TO f e V Rl I r) P U ' (du; I Up d ale Mailing Address: Person: ill IC#. S p i when a-K1Q i- e# e' d M • { Mail Address: Contractor Registration Number: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: COH-I r U AU r 3 an Mailing Address:l I 1 './ . Field e k Al' Oa o! ak ) t r, fort ?>C 7(.0o/ Z /- City State Zip J Contact Person: e I7 Sr) +r) E -Mail Address: (V Ii ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record .Str Company Name: eeL l� C7,�,, Mailing Address: gel 0 13 Jf lCt S Contact Person: A4 L.hc(e I 144Q 5�1� E -Mail Address e t) Chfl r t-( y • Q:Wpplications\Forms-Applications On Line3-2006 - Permit Application.doc Revised: 9 -2006 66 • • Building Permit No. tl() � ���!©C co Mechanical Permit No. QR' 40 S Plumbing/Gas Permit No. - PG0c3 - Q6 .1 7 Public Works Permit No. f Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: (03(4 20 - Cam/ Q Suite Number:.SpOCe }# 1/07 Floor: 2. or New Tenant: —.El Yes ❑ ..No 2 e r� K - mA - h Cs4 90025 Zip City State Zip Day Telephone: Fax Number: Expiration Date: Day Telephone: Si 7 - Co 35 " G 9(0 Fax Number: 8 / ? -0 35 -Sly 9 9 s c 9750/ City II ,, J State ZZ Day Telephone: 5T' 1 ( — S50 (9JV v Fax Number: 3e4 / - 835 —(a2.,33 Page 1 of 6 • BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 7 8, 000 Existing Building Valuation: $ / 8 Z i O 00 T c j Scope of Work (please provide detailed information): Ii1f€.har T Pj'f h./--0u t" oP A n t uil C14 / ►t :C' c S f LF. c'n r w .Sef +t on c Q►'1 e Yi Sfril s , L'rrie 0 M LA ( unSffu +, 5y1 d rte i) 5 -1,5y y e & D Y) f , �Q Y w },t t 'uv\ e CJ c1 �"m l i'1 Leo n cat - 'nlshe a ll � l � k ves U - 6 ) Will there be new rack storage? —j Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: N' Single family building footprint (ar a of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers �] Automatic Fire Alarm Q:Wpplications\Fonns- Applications On LineU -2006 - Permit Application.doc Revised: 9 -2006 bh ❑ None • ❑.. No If yes, a separate permit and plan submittal will be required. sr Koy nen Othe e +oritnor, \® r (specif 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 1Ivr ❑ On -site Se tic S stem – For on -site se tic s stem, rovide 2 co ies of a current se tic desi a roved b Kin Coun Health P Y P Y P P P � PP Y g ty 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 _ 2nd Floor ,i G n 6 ^ ,� ' � _ 3' Floor — Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport _ Detached Carport Covered Deck Uncovered Deck • BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 7 8, 000 Existing Building Valuation: $ / 8 Z i O 00 T c j Scope of Work (please provide detailed information): Ii1f€.har T Pj'f h./--0u t" oP A n t uil C14 / ►t :C' c S f LF. c'n r w .Sef +t on c Q►'1 e Yi Sfril s , L'rrie 0 M LA ( unSffu +, 5y1 d rte i) 5 -1,5y y e & D Y) f , �Q Y w },t t 'uv\ e CJ c1 �"m l i'1 Leo n cat - 'nlshe a ll � l � k ves U - 6 ) Will there be new rack storage? —j Yes Provide All Building Areas in Square Footage Below PLANNING DIVISION: N' Single family building footprint (ar a of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers �] Automatic Fire Alarm Q:Wpplications\Fonns- Applications On LineU -2006 - Permit Application.doc Revised: 9 -2006 bh ❑ None • ❑.. No If yes, a separate permit and plan submittal will be required. sr Koy nen Othe e +oritnor, \® r (specif 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 1Ivr ❑ On -site Se tic S stem – For on -site se tic s stem, rovide 2 co ies of a current se tic desi a roved b Kin Coun Health P Y P Y P P P � PP Y g ty Department. Page 2 of 6 • AliA PUBLIC WORKS PERMIT INFORMATION — 206 -433 -0179 • Scope of Work (please provide detailed information): N/A 1 nC(n 1 1- [ - Q U (f .srp C e f er l:,o Y fr1 cuLt Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Se Use Certificate ❑ ...Total Cut ❑ ...Total Fill ❑... ValVue ❑ ...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 ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public — ❑ ...Water Main Extension Public — ❑ . ❑ . ❑ . ❑ . . Abandon Septic Tank . Curb Cut Pavement Cut . Looped Fire Line Call before you Dig: 1 800 - 424 - 5555 ❑ .. Highline ❑ .. Renton ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Renton ❑ .. Seattle WO # WO # WO # ❑ ...Deduct Water Meter Size Private Private ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City Day Telephone: City State State Zip Zip Q:\Applicationstfonns- Applications On Linen -2006 - Permit Application.doc Revised: 9 -2006 bh Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace<100K BTU d Air Handling Unit >10,000 CFM Fire Damper 0-3 HP /100,000 BTU Fumace> 100K BTU 6 Evaporator Cooler 0 Diffuser / 2- 3 -15 HP /500,000 BTU 6 Floor Furnace O Ventilation Fan Connected to Single Duct 0 Thermostat C &f 5O(7 / 15 -30 HP /1,000,000 BTU b Suspended/Wall/Floor Mounted Heater 0 Ventilation System Wood/Gas Stove O 30 -50 HP /1,750,000 BTU o Appliance Vent 0 Hood and Duct 6 Emergency Generator 50+ HP /1,750,000 BTU b Repair or Addition to Heat/Refrig/Cooling System 6 Incinerator - Domestic a Other Mechanical Equipment — r Air Handling Unit <10,000 CFM / ► V Incinerator – Comm/Ind Y \ '/ t3< L4 C le cf.( . L Rehrii I • [i ECHANICAL PERMIT INFORMATION - 206 -431 -3670 MECHANICAL CONTRACT OR INFORMATION J� Company Name: be. ^ (rim I ( C - U- I (L Upcl . a t e- & di D p l P /7 Qw u i Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Mechanical work (contractor's bid price): + ,,, $40+ 000 /+ Scope of Work (please provide detailed information): 4-� 1 r 1.0 r +C ri an f FL 1 --0 (JJt QF Ci• e w l d errt err cl ,. a ' Li) c� w _ ( 0 . • a< 2. t i t o r nel c t . u_ C • c(cL •71 -1'O P I of V AV 64\ _ anal re ! a t e d cLU ( f � . - I) CorKpl e t t A C Si)StCrrl L Ih IA spa' -e) Use: Residential: New .... ❑ Replacement .... ❑ Commercial: Nexi_jj Replacement .... ❑ City State Zip Day Telephone: Fax Number: Expiration Date: Fuel Type: Electr'ie■..j Gas .... Other: Indicate type of mechanical work being installed and the quantity below: Q:\ApplicatinnsWorms- Applications On Line0-2006 - Permit Application.dec 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 0 Drinking fountain or water cooler (per head) /a G. Wash fountain Q Gas piping outlets Bidet O Food -waste grinder, commercial Receptor, indirect waste 0 Clothes washer, domestic 0 Floor drain 2 Sinks 2, Dental unit, cuspidor 0 Shower, single head trap 0 Urinals 0 Dishwasher, domestic, with independent drain Lavatory 2 Water Closet 2 O Building sewer or trailer park sewer / ^ `J Rain water system — per drain (inside building) 0 Water heater an r vent Additional medical gas inlets /outlets — six or more 0 Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors d Repair or alteration of water piping and/or water treating equipment Q Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets /outlets for specific gas Q Contact Person: E -Mail Address: Contractor Registration Number: PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 -431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company NameTO b. D , �C r m I P Mailing Address: upda e. bld 11e / e n alcrucieci City State Zip Day Telephone: Fax Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ f (' � Valuation of Gas Piping work (contractor's bid price): / $ N)//k- L Scope of Work (please provide detailed information): Cn+e vt or fe r-a. n / K-11---()Lk O 1 L CI neudki di- era-11S-Qc4 AfA Lr, c, n ie (1 ri c1' of) e �vrl►r,� Li,te i- o r ma L&, Building Use (per Int'l Building Code): M Q r co n f *1 -e• Occupancy (per Int'l Building Code): to 3 fct / G CC ca an Ci Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q: Applications\Porms- Applications On Line U-2006 - Permit Application.dnc Revised: 9 -2006 bh Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING DVNER R AUTHORIZED AGENT: Signature: s— t-� l.,/ Print Name: D ANir- VOf. 1"L Mailing Address: 103 • S Ulia5 v4 "ok Q:\Applications\Fomu- Applications On Line U-2006 - Permit Application.doc Revised: 9 -2006 bh Date: / 2 ' 2 I - 0 ^] Day Telephone: 4 i 2- 2- 3" 3 30 X 2-23 +ts buy h ! Mate / Zip [ I City Date Application Accepted: Date Application Expires: Staff Initials: Page 6 of 6 Payee: JCS INTERIORS ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 6364200010 Permit Number: D08 -006 Address: 2626 SOUTHCENTER MALL TUKW Status: ISSUED Suite No: Applied Date: 01/04/2008 Applicant: AEROPOSTALE Issue Date: 03/14/2008 Receipt No.: R08 -02181 Payment Amount: $120.00 TRANSACTION LIST: Type Method Descriptio Amount Initials: WER Payment Date: 06/19/2008 10:33 AM User ID: 1655 Balance: $0.00 Payment Check 7302 120.00 RECEIPT Account Code Current Pmts 000/345.830 120.00 Total: $120.00 3827 06/19 9711 TOTAL 120.00 doc: Receiot -06 Printed: 06 - - 2008 Parcel No.: 6364200010 Permit Number: D08 -006 Address: 2626 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 01/04/2008 Applicant: AEROPOSTALE Issue Date: Receipt No.: R08 -00762 Payment Amount: $1,108.19 Initials: WER Payment Date: 03/14/2008 02:56 PM User ID: 1655 Balance: $0.00 Payee: TURNER BUSCH INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 027331 1,108.19 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT 1,079.00 24.69 4.50 Total: $1,108.19 ON2 13/1; 9710 TOTAL 19T7.01 doc: Receipt -06 Printed: 03 -14 -2008 • City of Tukwila Department of Communit Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: D08 -006 Address: 2626 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 01/04/2008 Applicant: AEROPOSTALE Issue Date: Receipt No.: R08 -00031 Payment Amount: $676.66 Initials: WER Payment Date: 01/04/2008 03:10 PM User ID: 1685 Balance: $1,108.19 Payee: LAMI GRUBB MANAGEMENT TRANSACTION LIST: Type Method Description Amount (Inn Rprpint -OR Payment Check 0498 676.66 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 676.66 Total: $676.66 • 6892 01/07 9710 TOTAL 676.66 PrintMrl• 01- 114 -70f1R COMMENTS: (-� <21.,safe efl Cie a ,roves. /' l 5' ) : n A e . -- ro..- ` .. 1. , fv C® Special Instructions: Date Wanted: — _ Z 1- oe a.m. p.m. Requester: Cr fev.. cam....te I r. 1 e C07 % ('y 1 4 ,-), ),? e/c Project: 4F pc epS 14L- Type of Inspection: I„.I I Address: 2 (....Z C., wl ,a. I 1 Date Called: Special Instructions: Date Wanted: — _ Z 1- oe a.m. p.m. Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit boa -CO PERMIT NO. CITY OF TUKWILA BUILDING DIVISION p. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Approved per applicable codes. El Corrections required prior to approval. `Date: I . 7 — z 3'— .00 REINSPECTION FEE RECUR . Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: !Date: Projp Ca /�U57� =7 Type of Inspection: F1ti / Address: ,2626 /124/f Date Called: Special Instructions: Date Wanted: , � - p.m. Requester: Phone No 02 /V s 5va7 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: 1 0e/c ��s• -. �k� 't o < * /Sfg fr co-d,',4 540/G Inspector: 6 (Date: r ❑ $60.00 R SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: b COMMENTS: PA Type of Inspection: f /N' Ok fo 51cc k (6 fF Date Called: Special Instructions: .rs a,tk te l Y a .m. Requester: Phone No: / '9 - 4 465 - s 7 rstn < � v� -- j3ce . o r IA,. s r4 5 I ? '#s 1.0 i-r Mo i t + :,4( 141.4. %.r :' n . d (Z.'.. • t r c:1;«S -r. a . .1 41 a c IC 4..... Ce S l /efe4,1 _rw ok Probe : 4 /96;k0P0. 9 7 - g. Type of Inspection: f /N' Address: z co m / Date Called: Special Instructions: Date Wanted: - 2 - g • ve a .m. Requester: Phone No: / '9 - 4 465 - s 7 • 5- PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION NO. ❑ Approved per applicable codes. Inspector: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee n st be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: IDate: dent _ ''°'S3t -Atop INSPECTION RECORD Retain a copy with permit Dag -c66 ❑ Corrections required prior to approval. Date: G Project: p y � Ne— (t_�i:›-r_-.._.c. \.. Type of jpspection: (_ k\ci.,'L‘v\c' Address: - L C. ZC, \ t.0. \\ Date Called: Special Instructions: Date Wanted: a.m. a.m. �' c '` • GD p.m. Requester: Phone No: _ _ 111-1 L((D -5 •'�<r INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION Id. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ci ti Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: .3\\. \t e L - Lam. Inspector: Date: — . n $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: PERMIT NO. Project • I r 0 Pv5J�41e Type of Inspection: ^ re `0a s1 el (6 -4 io, Addre S le)( IQII Date Called: eal Instructions: u 1 Date Wanted: 7 ) : rri.' p.m. Reque6ter: Pv eki P5 k1 Phone No: .D 1 L 405- 5hfo INSPECTION RECORD Retain a copy with permit - O. INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1 Approved per applicable codes. 0 Corrections required prior to approval. COM MINTS: 0v/k4641/ 44( nspecto Date: y � .00 REINSPECTION I EE REQUIRED. Prior o inspection, fee must be p- d at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Re -ipt No.: Date: Project: Sprinklers: Type of Inspection: Address: S , C _ C 414 Suite #: Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ric at.... - • F+o: 3r ±• a ; .'if •• +- •rte . r .V' INSPECTION NUMBER proved per applicable codes. { J: i' . - A la 1 I . i b' 4'0r. .i'.. $ d. INSPECTION RECORD Retain a copy with per At . i PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188. _ 206 -575 -4407 Corrections required prior to approval. COMMENTS: tf /1/ C7 L I Date: 710314 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. I Inspector: Word/Inspection Record Form.Doc 1/13/06 Hrs.: T.F.D. Form F.P. 113 -a. Project: � €4/ 0 po L Type of Inspection: f er•Q. - cit.1V4G.. _ . Address: 'p 6` • s Suite #: . , MLA Contact Person: Special Instructions: Phone No.: Needs Shift Inspection: J. Sprinklers: Y Fire Alarm: y' Hood & Duct: �. J Monitor: & w , ,a led Pre -Fire: IL) Permits: In Occupancy Type: p"- INSPECTION NUMBER proved per applicable codes. INSPECTIONAECbRD Retain a copy with permit . . w Word /Inspection Record Form.Doc 1/13/06 c:b8 -von PERMIT NUMBERS • CITY OF TUKWILA -FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. COMMENTS: T •���.- o� Inspector: ,5)Li Date: 7 (c, . Hrs.. I $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: AQra po ,SAL Sprinklers: Fire Alarm: Hood & Duct: Type of Inspection: SP '. >,AL_ Pre -Fire: Address: a La t, Suite #: 5 c ,+ ,et (.. Contact Person: - T -, --( e et— Special Instructions: Phone No.: ) t f - (/U s _ q o-? Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 3 INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CIYY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 ig S- 45 - PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Corrections required prior to approval. h COMMENTS: C rrr DJA Ok A 7 Inspector: i C, Date: - y� Hrs.: 1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: �p�[J,tC�� t-A °' i C ° '� 1 , f� ' - Fire Alarm: Hood & Duct: Type of Inspection: L �4� d2..gg € IA., i..�yy 1., t t Li- f I ✓ ! 1 Address: r • Contact'Persor�: 7 is Suite #: .� ' C.. %1, L t-- ri-- 1.& - trt- l' 14, Sc-1--- Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS ila, Wa. 98188 206 - 575 -4407 Approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 Corrections required prior to approval. COMMENTS: 0 ILA 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. T.F.D. Form F.P. 113 Project: Acao TosIAL -c— Type of Inspection: Address: Z07 '.C.. pA Suite #: Co r tact Person: 1- ` Special Instructions: Phone No.: 92 5 -'43 ODD Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT a Date: 1//3 /40 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Corrections required prior to approval. COMMENTS: --- 014 - u co v t.YZ. 1-4-t=3\ D SPA c- K -- 14 o k-- $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Hrs.: Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: Type of Inspection: 5,2k ' eq.. Address: Suite #: Z. 6z-(o S L. «\o,11 Contact Person: -\-‘ Special Instructions: Phone No.: Permits: Occupancy Type: C k \ -i\-4\\\ -e. ,.0 Sr nk, Z'1_,)( •e 4 . ., s ;;,,\ CAW ►1 '-Tf ► b r c '� 'C Q r w- \,^ F, R p C 0}ya ■ � -- Project: A-e 4. 0 pa t �. Type of Inspection: 5,2k ' eq.. Address: Suite #: Z. 6z-(o S L. «\o,11 Contact Person: -\-‘ Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 1Vg -bO PERMIT NUMBERS 444 Andover Park East, Tukwila, .Wa. 98188 206- 575 -4407 9] Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 3\ - 4 , Hrs.: l l $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1 /13/06 T.F.D. Form EP, 113 Plar f `' = •. `.. ter .. . Aeropostale - Westfield Southcenter Permit No FILE COPY REVIEWED CODE CO APPROVED AN 16 2t10B Of Tukwila B ILDING DIVISION G Location Building owner Program user Company Comments By Dataset name Calculation time TRACE® 700 version Location Latitude Longitude Time Zone Elevation Barometric pressure Air density Air specific heat Density- specific heat product Latent heat factor Enthalpy factor Summer design dry bulb Summer design wet bulb Winter design dry bulb Summer clearness number Winter clearness number Summer ground reflectance Winter ground reflectance Design simulation period Cooling load methodology Heating load methodology txeroo Seattle, WA Anthony Gianpetro Hallberg Engineering Hallberg Engineering Inc. 1:1Projects\Lami Grubb107- 3201.621DesignlMech107- 3201 -62 09:10 AM on 10/18/2007 6.0 Seattle, Washington 47.0 deg 122.0 deg 8 386 ft Z9.5 in. Hg 0.0749 lb/cu ft 0.2444 Btu /Ib• °F 1.0988 Btu /h•cfm• °F 4,836.9 Btu•min /h•cu ft 4.4953 Ib•min /hr•cu ft 80 °F 64 °F 26 °F 0.95 0.95 0.20 0.20 January - December TETD -TA1 UATD JAN 0 4 2008 T RACEno eumpnlun.I.. building analysis software Item Trans r Westfield Southcenter Project Name: Aeropostale - Westfield Southcenter Dataset Name: I: \Projects \Lami Grubb107- 3201.621Design\Mech \07- 3201- 62.trc System Checksums By Hallberg Engineering Inc. Envelope Loads Skylite Solar Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => COOLING Peaked at Time: Outside Air: Ceiling Load Ventilation Load Dehumid. Ov Sizing Ov /Undr Sizing Exhaust Heat Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup Reheat at Design Spac Sens. + La Btu/ Grand Total = => 61,741 COIL PEAK Mo /Hr: 7 / 14 OADB/WB /HR: 79 / 64 / 67 Plenum Sens. + La Btu/ 0 0 33,150 8,287 26,351 0 0 59,501 8,287 2,240 -2,240 0 0 0 0 0 0 6,047 Net Percent Total Of Total Btu/ ( %) 41,437 26,351 0 67,78 67,78 0 0 61 39 0 10 100.0 CLG SPACE PEAK Mo /Hr: 7 / 15 OADB: 80 Space Percent Sensible Of Total Btu/ ( %) 0 0 33,150 50 14,640 22 0 0 47,789 72 2,240 3 0 0 15,900 24 65,929 100.00 Envelope Loads Skylite Solar Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Ventilation Load Ov /Undr Sizing Exhaust Heat OA Preheat Diff. RA Preheat Diff. Additional Reheat Grand Total = => HEATING COIL PEAK Mo /Hr: Heating Design OADB: 26 Space Peak Coil Peak Percent Space Sens Tot Sens Of Total Btu/ Btu/ ( %) 0 0 0 0 0 0 0 0 -41,20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100.00 0 - 41,206 100.00 Main Clg Aux Clg Opt Vent Total 5.7 COOLING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB /HR ton MBh MBh cfm °F °F gr/lb 5.7 67.8 56.1 3,035.3 71.8 60.1 60.3 0.0 0.0 0.0 0 0 0 0 0.0 0.0 0.0 0 0.0 0.0 0.0 67.8 Leave DB/WB /HR °F °F gr /Ib 55.0 52.2 54.7 0 0 0 0.0 0.0 0.0 Floor Part ExFlr Roof Wall AREAS Gross Total Glass ft ( 3,900 0 0 0 0 0 0 0 0 JAN 04 LUUd Variable Volume Reheat (30% Min Flow Default) TEMPERATURES Cooling Heating SADB 55.0 70.0 Plenum 71.8 70.0 Return 71.8 70,0 Ret/OA 71.8 70.0 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Vent Infil Supply MinStop /Rh Return Exhaust Rm Exh Auxiliary AIRFLOWS Cooling 0 0 4,000 2,500 4,000 0 0 0 Heating 0 0 2,500 2,500 2,500 0 0 0 ENGINEERING CKS Cooling % OA 0.0 cfm /ft 1.03 cfm /ton 708.08 ft /ton 690.38 Btu /hr•ft 17.38 No. People 59 Heating 0.0 0.64 -10.57 HEATING COIL SELECTION Capacity Coil Airflow Ent MBh cfm `F ' Lvg °F Main Htg -41.2 2,500.0 55.0 70.0 Aux Htg 0.0 0 0 0 Preheat 0.0 0 0 0 Humidif 0.0 0 0.0 0.0 Opt Vent 0.0 0 0.0 0.0 Total -41.2 TRACE® 700 v6.0 calculated at 09:10 AM on 10/18/2007 Alternative - 1 System Checksums Report Page 1 of 1 Sales Zone Checksums By Hallberg Engineering Inc. Envelope Loads Skylite Solar Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Ventilation Load Dehumid. Ov Sizing Ov /Undr Sizing Exhaust Heat Sup. Fan Heat Ret. Fan Heat Duct Heat Pkup Reheat at Design Grand Total =_> COOLING COIL PEAK Peaked at Time: Outside Air: Spac Sens. + La Btu/ 33,150 26,351 0 59,501 0 61,741 Mo /Hr: 7 / 14 OADB/WB /HR: 79 / 64 / 67 Plenum Sens. + Lat Btu /h 0 0 0 0 0 0 0 8,287 0 8,287 2,240 -2,240 0 0 0 0 0 6,047 Net Percent Total Of Total Btu /h ( %) 67,78 67,78 0 0 0 0 0 0 0 0 0 0 41,437 26,351 61 39 0 100 0 0 0 0 0 0 0 0 0 100.00 CLG SPACE PEAK Mo /Hr: 7 / 15 OADB: 80 Space Percent Sensible Of Total Btu /h ( %) 0 0 0 0 0 0 0 0 0 0 33,150 14,640 0 47,789 2,240 0 15,900 0 0 0 0 0 0 0 0 0 0 50 22 0 72 3 0 24 Envelope Loads Skylite Solar Skylite Cond Roof Cond Glass Solar Glass Cond Wall Cond Partition Exposed Floor Infiltration Sub Total = => Internal Loads Lights People Misc Sub Total = => Ceiling Load Ventilation Load OvlUndr Sizing Exhaust Heat OA Preheat Diff. RA Preheat Diff. Additional Reheat System Plenum Heat 65,929 100.00 Grand Total =_> HEATING COIL PEAK Mo /Hr: Heating Design OADB: 26 Space Peak Coil Peak Percent Space Sens Tot Sens Of Total Btu /h Btu /h ( %) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -41,206 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 - 41,206 100.00 Total Capacity ton MBh Main Clg 5.7 67.8 Aux Clg 0.0 0.0 Opt Vent 0.0 0.0 Total 5.7 67.8 COOLING COIL SELECTION Sens Cap. Coil Airflow Enter DB/WB /HR MBh cfm °F °F gr/lb 56.1 4,000 71.8 60.1 60.3 0.0 0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 Leave DB/WB/HR °F °F gr/lb 55.0 53.7 60.3 0.0 0.0 0.0 0.0 0.0 0.0 Project Name: Aeropostale - Westfield Southcenter Dataset Name: I: \Projects \Lauri Grubb107- 3201.62 \Design \Mech107 - 3201- 62.trc Floor Part ExFlr Roof Wall AREAS Gross Total Glass ft ( %) Its ' ^ 17 r% � } 3,900 0 0 0 0 0 0 0 0 JAN 0 4 2008 TEMPERATURES Cooling Heating SADB 55.0 70.0 Plenum 71.8 70.0 Return 71.8 70.0 Ret/OA 71.8 70.0 Fn MtrTD 0.0 0.0 Fn BIdTD 0.0 0.0 Fn Frict 0.0 0.0 Vent I nfi l Supply MinStop /Rh Return Exhaust Rm Exh Auxil AIRFLOWS Cooling Heating 0 0 0 0 4,000 2,500 2,500 2,500 4,000 2,500 0 0 0 0 0 0 ENGINEERING CKS % OA cfm /ft cfm /ton ft /ton Btu /h r•ft No. People Cooling 0,0 1.03 708.08 690.38 17.38 59 Heating 0.0 0.64 -10.57 Main Htg Aux Htg Preheat Humidif Opt Vent Total HEATING COIL SELECTION Capacity Coil Airflow Ent MBh cfm °F Lvg °F -41.2 2,500 55.0 70.0 0.0 0 0.0 . 0.0 0.0 0 0.0 0.0 0.0 0 0.0 0.0 0.0 0 0.0 0.0 -41.2 TRACE® 700 v6.0 calculated at 09:10 AM on 10/18/2007 Alternative - 1 Zone Checksums report Page 1 of 1 PRJ -S U;M Project Summary 2008 Washington State Nonresidential Energy Code Compliance Forms Project Info Project Address 2006 Washington State Nonresidential Energy Code Compliance Form Aeropostale # 979 -2626 Southcenter Mall Tukwila, WA 98188 Space # 2107 Applicant Name: Daphane Voltz - -Lami Grubb Management Services Applicant Address: 100 E. Swissvale Ave Applicant Phone: pittsburgh, PA 15218 r . d os- oo Date For Building Department Use REVItWED roR CODE COMPLIANCE PP OVED JAN 1 6 2008 Of Tuk i►& FILE COPY Pprm No Revised July 2007 12/31/2007 JAN 04 2008 ":. .. ? _ ;LN ELF, Mechanical Summary 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form MECH -SUM Revised July 2007 Project Info Project Address Aeropoatale 9 979 -2626 Southcenter Mall Tukwila, WA 98188 Space 9 2107 Applicant Name: Daphane Voltz -Lauri Grubb Management Services Applicant Address: 100 E. Swissvale Ave Applicant Phone: Pittsburgh PA 15218 Date 12/31/2007 For Building Dept. Use Project Description Briefly describe mechanical system type and features. Includes Plans New VAV Box to be installed. New supply air duct to be connected from new VAV Box to existing landlord provided supply air system. Mall uses common return air plenum. Drawings must contain notes requireing compliance with commissioning requirements - Section 1416 Compliance Option 0 Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Brand Name' Model No.` Capacity Btu /h Total CFM OSA CFM orEcono? SEER or EER IPLV Location Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency' Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP /BHP Flow Control Location of Service JAN 04 2006 ' 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). 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary (back) MECH -SUM System Description See Section 1421 for full description of Simple System qualifications. If Heating /Cooling ❑ Constant vol? El Air cooled? ❑ Packaged sys? ❑ <20,000 Btuh? or Cooling Only: ❑ Split system? ❑ Economizer included? If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Heating Only No Reference Section 1421 , Yes — Heating /Cooling or Cooling Only otal Ca.. wo economize <240,000 Btuh or 10 %? Yes 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. JAN 04 Z008 PL .:t ;. .._.l'l!r. I 1 I- •m1• . -el i - ICI iii 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Aeropostale ti 979 -2626 Soothe-enter Mall Project Address Date 12/31/2007 The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH- CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY yea 1431.1 Field assem. sys. Provide calculations Attach n.a. 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans n.a. 1432.2.1 Air system reset Indicate automatic reset n.a. 1432.2.2 Hydronic System Indicate automatic reset, cooling tower, & heat pump loop valves n.a. 1433 Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption and demonstrate 10% higher efficiency for equipment with out economizer. n.a. 1433 Water Economizer Indicate water economizer and provide calculations if 1433 Exception 2 is utilized n.a. 1434 Separate air sys. Indicate separate systems on plans n.a. 1435 Simul. htg. & clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified n.a. 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations n.a. 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency n.a. 1438 Variable flow sys. Indicate variable flow on fan and pump schedules n.a. 1439.1 Kitchen Hoods Indicate uncooled and unheated make -up air n.a. 1439.2 Fume Hoods Indicate VAV, unheated /uncooled or heat rec. makeup 2006 Washin ' ton State Nonresidential Ene • Code Com • llance Form If "no" is circled for any ques provide e xplanation. Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. (tart Here Section 1411.1 Equipment Efficiency Shall Meet Tables 14-1A through 14-1G s/Oil Fume Input >_ 225,000 tuh or Gas/O' 't Heat Yes 1411.1 Intermittent Ignition Device 8 Power Venting or Damper. If input >_ 225,000 Btuh then 1412.6 Modulating or Staged Combustion Controls Required Yes 4 1411.1 0.75% Maximum Jacket Loss Yes Section 1431.1 Calculations of Total On -Site Energy Input 8 Ouput Required (continued on back) Yes Section 1432.2.1 Supply Air Reset Controls Required Yes No Section 1432.2.2 Hot Water Supply Temperature Reset Required JAN 04 2008 t.;ATER Mechanical - Complex Systems (back) M ECH - 2006 Washington State Nonresidential Energy Code Compliance Forms 0% Air Econ Provided? Section 1413 Water Cooled w/Water Econo? otal Clg Capacity w/ Water Econo 500 Tons pply Air >5,0 cfm & OSA > 70% otor Incl. I qpmt. Coved by Tbl 14- 1A -14- 1G? EER 10% Better than Code tal Cap. cono <= 480,00 Btuh or 20% of otal Cap. Section 1436 50% Effective Heat Recovery Required Section 1433 Economizer Required Yes 2006 Washington State Nonresidential Energy Code Compliance Form Yes Yes Yes♦ Yes Yes stem or Zon w/ Simultaneous Htg. & Clg.? Application Involves Variable Flow? Yes Section 1435 Zone Controls Must Reduce Supply Air Quantity Before Reheating /Retooling Yes Section 1439.1 No Heating or Cooling for at Least 50% of Make -up Air No--I> Yes-4 Yes Section 1437 Motors Must Meet Efficiencies in Table 14-4 Yes Section 1438 Variable Flow Devices Required Yes Section 1439.2 One Required: a. 50% VAV Exhaust & Make -up b. 75% Direct Makeup w/ Tempering Only Heat Recovery per 1436 Constant Volume w/ < 50fpm Face Velocity c. d. Revised July 2007 JAN 04 2008 2006 Washington State Nonresidential Energy Code Compliance Form MECH -OK Mechanical Permit Plans Checklist 2006 Washington State Nonresidential Energy Code Compliance Fors Project Address Aeropoatale # 979 - 2626 Southcenter Mall (Date 12/31/2007 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability Code (yes, no, n.a.) Section Component (Information Required [ Location I Building Department on Plans Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance yes i n.a. 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency n.a. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss 1412 HVAC controls n.a. 1412.4.2 Optimum Start Indicate optimum start controls yes 1412.1 Temperature zones Indicate locations on plans Ml yes 1412.2 Deadband control Indicate 5 degree deadband minimum M n.a. 1412.3 Humidity control Indicate humidistat yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types 143 n.a. 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage n.a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule n.a. 1412.6 Combustion htg. Indicate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans Ml 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas n.a. 1422 Thermostat interlock Indicate thermostat interlock on plans n.a. 1423 Economizers Equipment schedule 1413 Air economizers n.a. 14 13.1 Air Econo Operation I 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb n.a. ndicate 100% capability on schedule 1 413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance ance 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 yes 1 Indicate R -value of insulation on duct M yes 1414.2 Duct insulation 1415.1 Piping insulation Indicate R -value of insulation on piping 143 yes 1416 1416.2.4 1416.2.1 1416.2.2 -3 1416.2.5 1434 Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer yes -� �t • - • 3. I • 3 I • •• ec ons r no yes yes n.a. n.a. n.a. n.a. n.a. if 1414 Ducting systems 414.1 Duct sealing Indicate sealing necessary M 1440 1441 1442 1443 1452 1452 1453 1454 1454 ircled fo Completion Requirements Commissioning Provide commissioning plan Commissioning Indicate O &M manuals, record drawings, staff training Sys.Bal & Func.Test Indicate air and water system balancing & functional testing Comm. Report Indicate requirements for prelim. & final commissioning report Separate air sys. Indicate separate systems on plans Mechanical Summary Form Service water htg. Elec. water heater Shut -off controls Pipe Insulation Heat Pump COP Heater Efficiency Pool heater controls Pool covers Pools 90+ degrees ti Indicate R -10 insulation under tank Indicate automatic shut -off Indicate R -value of insulation on piping Indicate minimum COP of 4.0 Indicate pool heater efficiency Indicate switch and 65 degree control Indicate vapor retardant cover Indicate R -12 pool cover id Mi MZ M3 Revised July 2007 JAN 04 2008 no us c r any ques on, prove explanation: 2006 Washington State Nonresidential Energy Code Compliance Form 2008 Washington State Nonresidential Energy Code Compliance Forms 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 (85 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 p CAE heat and wa than r heat the applications shall have either an Energy ( a ) o following: < 50 gal storage 50 to 70 gal storage > 70 gal storage EF 0.58 0.57 0.55 CAE 0.71 0.71 On 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls heating cool cooling energy to the zone s is shut degrees which the of es F within which the supp y 9 and 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. . - .. -. • -_,_. , ,__..__ _ i; a„a,umo ,.,ith rlacinn euinnly 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: An air -side economizer, Automatic modulating control of the outdoor air damper, or A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1438. 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: - „,. c- 1. Static pressure: 1/2 inch to 2 inches; seal transverse`]oilits' • `. B 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. nn A ''((��((�� 3. Static pressure: above 3 inches; seal all transverse, �tl)tublH�I seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not b�q used as thq p��r�®'(EI sealant where ducts are designed to operate at static pressUreek4 YhehW'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 a. b. c. 2006 Washington State Nonresidential Energy a s o d ed from e o w i r an automatic shut -off damper complying 1412.4.2 Optimum Start Controls: Heating and cooling system s with design supply with Section 1412.4.1. it capacities exceeding 10,000 cfm shall have optimum start controls. Optimum start controls shall be designed to automatically adjust the start time of an 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). 1412.8 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. 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. 1416 Piping Systems 1416.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -8. 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 -28) 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.) F :,,. JAN 0 4 200b P :t::. r.. Project Info Project Address Aeropostale # 979 -2626 Southcenter Mall Date 12/51/2007 Tukwila, WA 98188 For Building Department Use Space # 2107 Applicant Name: Daphane Voltz -Lauri Grubb Management Services Applicant Address: 100 E. Swissvale Ave Applicant Phone: Pittsburgh PA 15218 • 2006 Washington State Nonresidential Energy Code Compliance Form ProjectLSummary - 2006 Washington State Nonresidential Energy Code Compliance Forms FILE COPY Permit No. Pia rc cpp a.r I J cubj5•sr ri '., F. •.) L T" r C. r .. ;... ` :' j 1 i i Revised July 2007 1 CODE EWED FOR E COMPLIANCE APPROVE C Of Tukwila ILDIN DIVI I N JAN 1. 6 2006 • i n'' E D JAN 04 2008 PE_.:vi) i •c.1\11-Eh Project Info Project Address Aeropostale # 979 -2626 Southcenter Mall Date 12/31/2007 Tukwila, WA 98188 For Building Department Use Space # 2107 Applicant Name: Daphane Voltz - -Lami Grubb Management Services Applicant Address: 100 E. Swissvale Ave Applicant Phone: Pittsburgh, PA 15218 Project Description ❑ Plans Included requirements. ❑ New Building ❑ Addition 4 Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option Q Prescriptive Q 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 A Retail 1.50 3880.0 5820.0 B Retail Footnote #10 - a, b, c 1.50 2270.0 3405.0 C Adjustable Accent Light 4 90.0 360.0 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 9225.0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed A Adjustable Accent Light 4 117.0 468.0 B Track Head 104 39.0 4056.0 C Adjustable Accent Light 4 90.0 360.0 F Fan / Light Combo 2 100.0 200.0 G Fluorescent Strip 9 58.0 522.0 J Fluorescent Strip 4 26.0 104.0 Jl Fluorescent Strip 1 33.0 33.0 M Fluorescent Strip 26 41.0 1066.0 P Fluorescent Strip 8 33.0 264.0 N Fluorescent Strip 16 40.0 640.0 H Fluorescent Strip 32 33.0 1056.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 8769.0 2006 Washington State Nonresidential Energy Code Compliance Forms Maximum Allowed Lighting Wattage Proposed Lighting Wattage 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting- Summary.. - - Revised July 2007 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. JAN 0 4 2008 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: Q Warehouses, storage areas or aircraft storage hangers Q 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. Interior Lighting Summary (back) : TG -I,NT 2006 Washington State Nonresidential Energy Code Compliance Forms TABLE 15 -1 Unit Licihtin 2006 Washington State Nonresidential Energy Code Compliance Form Power Allowance (LPA) Revised July 2007 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 Ago points of track attachment). 9 4 c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. JAN 0 4 id 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 defincLfo ...: i '.r►: "' 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. Lighting : and_ Transformer.:Per..mit ..I?Ians.- 2006 Washington State Nonresidential Energy Code Compliance Forms Checklist'..-:- LTG' -C,HK- Revised July 2007 Project Address Aeropostale # 979 -2626 Southcenter Mall Date 12/31/2007 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Ene gy Code. Applicability (yes, no, n.a.) 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 El yes 1513.2 Area controls Maximum limit per switch El n.a. 1513.3 Daylight zone control Schedule with type and features, indicate locations n. a. vertical glazing Indicate vertical glazing on plans n.a. overhead glazing Indicate overhead glazing on plans yes 1513.4 Display /exhib /special Indicate separate controls El 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 n. a. 1513.6.1 (a) occup. sensors Schedule with type and locations n. a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans n.a. 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes I 1514 (Max. watts 'Indicate watts for each exit sign IEl I LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture n. a. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) n.a. I 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I TRANSFORMERS (Section 1540) n. a. 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: JAN 04 [U!; SOS- ooh 4810 B Shasta Way Klamath Falls, OR 97603 836 Mason Way Medford, OR 97501 Tel. (541) 850 -6300 Tel. (541) 858 -8500 www.structure1.com STRUCTU CALCU LA for Project: Aeropostale Westfield Southcen Project Location: 633 Southcenter Mall Tukwila, WA. 98188 PSEi Project Number: KF207 -1344 Date: 12/13/07 By: Nabil Taha, Ph.D., P.E. Precision Structural Engineering, Inc. RFC WED JAN 0 4 2008 F i ��uil CENTEh FILE COPY Perm ;N ro - subject to e c L ° s�,r .� t -- • _f•- � ,�_ Fax (541)850 -6233 Email: psei ..charter.net Fax(541)776 -4663 Email: pseilRgwest.net 1.2.1 Subject: 4810 B Shasta Way Klamath Falls, OR 97603 836 Mason Way Medford, OR 97501 Table of Contents 1- References / Software 2- Design Criteria 3- Restroom Platform Framing: 4- Suspended Ceiling Seismic Bracing: Tel. (541) 850 -6300 Tel. (541) 858 -8500 www.structure1.com Precision Structural Engineering, Inc. Fax (541)850 -6233 Email: pseiacharter.net Fax(541)776 -4663 Email: pseilna.gwest.net Page 10 -19 20 -29 1,000 —1,999 2,000 — 2,999 1.2.1 I Software : 1- RISA 3D version 7 RISA Technologies 26212 Dimension Drive, Suite 200 Lake Forest, Ca 92630 -7801 Tel. (541) 850 -6300 Fax (541)850 -6233 Email: pseina.charter.net Tel. (541) 858 -8500 Fax(541)282 -7689 www.structure1.com Design Criteria: 1- Location: 4810 B Shasta Way Klamath Falls, OR 97603 836 Mason Way Medford, OR 97501 2- Seismic using IBC: 3- Wind: 5- Snow: 6- Soil Bearing Capacity: VERTICAL LOADS: - DL Floor: - LL Floor: - Partition Walls: Tel. (541) 850 -6300 DEFLECTION CRITERIA: - Floor LL Deflection: - Roof TL Deflection: Tel. (541) 858 -8500 www.structure1.com N/A N/A N/A Precision Structural Engineering, Inc. 633 Southcenter Mall Tukwila, WA. 98188 OC SDC Site Class Sms Sm1 SDS SD1 IE Rp Ap 15 psf 125 psf 10 psf U480 U180 I I D D 1.43 0.70 0.95 0.49 1.0 2.5 1.0 OTHER CRITERIA ASSUMED AS STATED IN CALCULATIONS. Fax (541)850 -6233 Email: psei ancharter.net Fax(541)776 -4663 Email: psei1 aawest. net 1.2.1 4810 B Shasta Way Klamath Falls, OR 97603 836 Mason Way Medford, OR 97501 RESTROOM PLATFORM FRAMING Pages 1,000 — 1,999 Tel. (541) 850 -6300 Tel. (541) 858 -8500 www.structure1.com 1.2.1 Precision Structural Engineering, Inc. Fax (541)850 -6233 Email: pseiacharter.net Fax(541)776 -4663 Email: pseil(a.gwest.net Precision Structural Engineering, Inc. Medford Office . • 250-A Main Street, Klamath Falls, OR 97601 838 Mason VVay (off Sage Road) • Medford,OR 97501 Tel (541) 850-6300 FAX (541) 850-6233 TeL (541) 858-8500 ./ 1:4 1- $)• : •0 43 ' . '' 1711 ," - www.structurel.com • Email: PSEI©charter.net PROJECT NO. l': r''' '" I 3.1 SHEET OF PROJECT NAME .t.r. i• ,• ' I . ' 5 ' ° ... . " DESIGNED BY i' sV-r- DATE ? .: l' i . 0 SUBJECT 12 - 6 - s' Re"d"'-' Pt.- A., r ‹.,' I i , CHECKED BY DATE • - I - - • • • . • • • • L15 S vu • C. 3/4 r Jcosli c /..os tL 16_ LL 1 -S < l.5� P s( . .1 7 1 Ps C 4 ( f Y I , I I 5C 4 / LL 1 --;- 1 C.ek) 1 ii.S i I i lc . pS 4 z k. , I I) i 0 I(- ) , . 1 LA I • 1 0 - - Typ, 1•• Cca -t MIMI =I LIN IMO MEI co APA RATED SHEATING APA RATED SHEATIONGICEILING DECK SPAN RATING Roof/Floor Span 12/0 1010 20/0 24/0 24118 32/16 40/20 48/24 54/32 60/32 60/48 APA RATED SPAN RATING 160G. 20 o.c. 24 o.c. 32 o C. 48 0.6. ALLOWABLE UNIFORM ROOF LIVE LOADS FOR APA RATED SHEATHING AND APA RATED STURD-I-FLOOR WITH LONG DIMENSION PERMENDICULAR TO SUPPORTS" PANEL THICKNESS - - --.. • • (Inch) 5/16 5/16, 318 5/16, 3/8 3/8. 7/16,1/2 7/16, 1/2 15/32, 1/2. 5/8 9/16, 10/32, 5/8. 3/4, /18 2:3/32, 3/4. 7/8 7/U, 1 7/8. 1 718, 1, 1-1/8 STURD 1-FLOOR • PANEL THICKNESS (Inches) 19/32, 5/8, 21/32 19/32, 5/8. 3/4 11/16, 23/32, 3/4 7/8, 1 1-3/32, 1.1/8 ----------- - MAXIMUM SPAN (inches) With Edge Without Edge Support Support 12 12 30 16 16 70 20 20 120 24 20' 190 24 24 100 32 28 325 40 32 -- 48 36 54 40 60 40 60 48 — . . . MAXIMUM SPAN (inches) With Edge Without Edge Support Support 24 32 48 48 60 24 32 36 40 48 ROOF ---• -- • — ALLOWABLE LIVE LOADS (psi) Spacing of Supports Center-to-Center (inches) 12 16 20 24 32 40 48 54 60 . . 30 50 100 100 1110 306 30 60 65 120 205 280 • 30 40 70 130 175 245 305 305 185 100 65 40 270 150 100 60 30 — 240 160 100 50 30 25 -- 205 185 100 60 40 200 160 100 65 50 40 ROOF _.._.... _ ALLOWABLE LIVE LOADS (psi) . . . Spacing of Supports COMO! to Center (triches) ' " • - ' 12 16 20 24 32 40 48 54 60 FLOOR' MAXIMUM SPAN (inches) 0 0 0 0 30 16' GO 30 20' 05 45 35 24 130 75 50 35 32 165 100 70 50 35 32 165 100 70 50 35 413 FLOOR' MAXIMUM SPAN (Inches) 16 20' 24 32 48 -1ThailloWeb-lit load 13110 psi if the dedd lead exceeds 10 Psi then the live load should be reduced accordingly '1 ungue-and•gieuve edges, panel edge clips (una midway l3sAWIJWIloucli suppu I. uxcepl two uqu.dly spaced 04.111N4JUll 11111430110 48 inC11130 on colder), lumber blocking. or other. Only lumber blocking will satisfy blocked di:sideburn requirements, except wiune stapled 'ISO panel edges MO palmated. Twenty•four inches for 1/2-Inch panels. 'May be used over flaming spaced 24 inches on center fur floors where 1-1/2 inches of cellular or lightweight canaille Is applied over the panels 'May be used over training of 24 inches on center where 3/4-inch wood ship flooring is installed at right angles to joist ° Applies to panels 24 inches or wider 'Live load not to exceed 100 psi, dead load not to exceed 10 psi, except as noted. ° Total load not lo exceed 65 psf. Figure 8.13 Allowiable Emir live loads out Al'A Rater( SI tent lilt ig. I I !ittirtesy rif C CD m 0 m m 0 - n 1) E.' - c - A r a a' Co In cn Ui 0) a a a "( a • m • a m 35 2 3 te 0 • 63 7) K3 CD (4) co 0) 0 8 • ca in 3 3 03 UP 0. C a 3 "e" Requires web stiffeners at end supports "i" Requires web stiffeners at interior supports "a" Requires web stiffeners at all supports See page 31 for Allowable Floor Joist Span Table Notes. Floor Joist Span Tables 600S162-33 600S200 -33 600S162 -54 6005200 -54 6008250-54 600S162 -97 600S200-97 600S250 -97 800S182 -43 800S200-43 800S250 -43 800S162 -68 8008200 -68 800S250 -68 1000S162 -43 10005200 -43 1000S250 -43 1000S162 -68 10008200 -68 10005250 -68 1200S182 -54 1200S200 -54 1200S250-54 1200S162 -97 12005200 -97 1200S250-97 1'4 "e 6'4'e 4'4 "e rre 6'8 "e 4'4'e 10 0' 10' 6' 10' 11" 9' 1' 9' 6' e 9'11 "e 7' 11 "e 8' 4" e 8' 8" e 11' 10' 12' 6" 13' 1' 10' 9' 11' 4' 11'11' 9' 5' 9'11' 10' 5" 10'5' 11'0 "e 11'1'e 9' 0 "e 9'6 "e 9'7 "e 7' 2'e 1'2 "e 7' 2"e 13' 6' 14' 2" 14' 9" 12 3' 12' 10' 13' 5" 10'8'e 11'2 "e 11'8 "e 11'5 "e 11'5 "e 11'5'e 8' 7' e 8'7'e 8' 7" e 5'8 "e 5'8 " 5'8 "e 16' 3" 18'11 "e 1rre 14' 9' a 12' 10' e 15' 5" a 13' 5' e 16'0'e 13'9 "e 16' 11' e 17'5 "e 17' 10" e 14' 1 "e 14'1 "e 14' 1' e 9' 5 "e 9'5" e 9'5 "e 21' 1' 21' 11" 22' 9' 19' 2" 19' 11° 20' 8" 16'9 "e 175'e 18'1 "e 15 psf Dead Load and 125 psf Live Load 6'1°a 4'11 "a 3'5'a 8'3 "a 5'0'a 3'5 "a 11' 2° I 11' 9" I 12' 3" I 9' 11' I 10' 4° I 10' 8" i 8' 1" I 8'5 ' a 8' 8" a 13' 4" 14' 0' 14' 9' 12' 1° 12' 9' I 13' 4' I 107" 11'1' i 11' 8' I 9'4 "a 9'8'a 9'8 "a rra 79' 7' 9'a 5'6 "a 5' 7'a 5'8'a 15' 2' I 15'10" 1 18' 7" I 13' 9" I 11' 10' I 14' 5' I 12' 5' a 14'7 "I 11'11 °I 8'8 "a 8'11'a 8'11'a 8' 10' a 6'10'a 8' 10' a 4' 8'a 4'6 "a 4'6 "a 18' 3' i 16' 2' I 19'0° I 1r 1'a 19' 6" 1 16' 10' 13' 1'a 13' 6" a 13' 5' a 13'8'a 10'11'a 13' 10' a 11' 0' a 14' 0' a 11' 2' a 1'8 "a r8' 7'6 " 23' 8" I 24' 8" I 25' 7" i 21'6 "I 22' 5" I 23' 3" i 18' 9" I 19' 7' i 20' 4" I 7'4 "e 1'7 " 6'4 "e 8'6 °e 4' 4' e 4'4 "e 9'1" 9' 6" 9' 11" 8' 3" 8' 8" 9' 0' 7'2 "e 7' 8 °e 7'10'e 10' 9' 11' 4' 11' 11" 9' 9" 10' 10' 8' 6" 9' 0" 9' 5" 10'5'e 11'0'e 11'1'e 9'0 °e 9' 6'e 9' 7" 72" e 7' 2' e r2" 12' 3" 12' 10' 13' 5' 11' 2' 11' 8° 12' 2' 9' 9' e 10'2' 10'8 °e 11'5'e 11'5 "e 11'5 " 8' 7' e 8' 7' e 5' 8' e 5 5'8 °e 14' 9' 15' 5' 16' 0' 13'5 " 14' 0' e 14'6'e 11'8 "e 12' 2' e 12' "e 16'0 "e 16' 8' e 17'3 °e 14' 1'e 14'1 "e 14' 1'e 9' 5 "e 9' 5" e 9' 5" e 19' 2' 19' 11' 20' 8° 17' 5° 18' 1" 18' 10' 15' 2" 15' 10" 16'5'e 6' 1'a 6'3 °a 4'11'a 5' 0" a 3'5'a 3'5'a 10' 2" I 10' 8" I 11' 2" i 9' 3" I 9' 8" i 10' 1' I 8' 1" I 8' 5' a 8' 8' a 12' 1" 12' 9' 13' 4" 11' 0' 11' 7" 12' 2' 9' 7" I 10'1" I 107' I 9' 4' a 9'8 "a 9' 8" a rra 7' 9' a r 9" a 5' 8' a 5'7" a 5' 8' a 13' 9" I 14' 5" 15' 1" I 12'6' I 10' 11" i 13'1" I 11'5" I 13' 8' i 11' 11° I 8'8'a 8'11'a 8'11 "a 8' 10' a 8'10'a 6'10'a 4' 6" a 4'6'a 4' 6' a 18' 7° i 17 3" I 18' 0" I 15'0" I 15' 8" I 16' 4' I 13'1 °a 13' 6' a 13' 5" a 13'8 "a 10'11'a 7'6 "a 13'10 "a 11'0'a 7' 6 "a 14'0'a 11'2'a 7'6 "a 21' 6' I 22' 5' I 23' 3" i 19' 6' I 20' 4' I 21' 1' I 171" I 17 9" 1 18'5" i 35 Combined Axial and Lateral Load Tables Combined Loading Allowable Axial Load Table Notes 1. Allowable loads based on weak axis and torsional bracing at 48" o.c. maximum for axial load calculation and continuous support of each flange for flexural calculation. 2. Lateral and axial load multiplied by 0.75 for strength determination per AISI A5.1.3. 3. Check lateral end reactions for web crippling. 4. Allowable axial load in kips/stud (1 kip = 1000 Ibs). . Deflection exceeds U120 2 Deflection exceeds L/240 3 Deflection exceeds U360 20' Allowable Combined Axial and Lateral Load Tables 8 12 16 24 10 12 16 24 14 12 16 24 2.03 2.78 2.03 2.76 2.03 2.76 4.09 5.14 4.09 5.14 4.09 5.14 1.86 2.54 1.88 2.54 1.82 2.54 1.33 1.94 1.18 1.84 0.91 1.58 3.53 4.43 3.53 4.43 3.53 4.43 2.40 2.97 2.40' 2.97 2.35 2.97 1.68 2.32 1.68 2.32 1.68 2.32 1.57 2.18 1.57 2.18 1.50 2.18 5 psf Lateral Loacl 3.42 4.42 3.42 4.42 3.42 4.42 3.07 3.91 3.07 3.91 3.07 3.91 2.19 2.73 2.19' 2.73 2.15 2.73 2.08 2.85 2.08 2.85 2.08 2.85 1.93 1.93 1.92 2.83 2.63 2.83 1.43 2.08 1.28 1.89' 1.00 1.70 4.27 4.27 4.27 5.44 5.44 5.44 3.78 3.78 3.78 4.75 4.75 4.75 2.61 3.23 2.61 3.23 2.58 323' 2.49 3.50 2.49 3.50 2.49 3.50 2.32 3.22 2.32 3.22 2.32 3.22 1.79 2.50 1.61 ° 2.43' 1.29 2.09 5.34 5.34 5.34 6.78 6.76 6.76 4.68 4.68 4.68 5.85 5.85 5.85 3.17 3.92 3.17 3.92 3.17 3.92 8 12 16 24 1.79 2.49 1.79 2.49 1.79 2.49 3.77 5.08 3.77 5.08 3.77 5.08 2.22 3.05 2.22 3.05 2.22 3.05 psf Lateral Load 4.73 6.25 4.73 6.25 4.73 6.25 2.63 3.76 2.83 3.76 2.63 3.76 10 12 16 24 14 12 18 24 1.71 2.37 1.71 2.37 1.71 2.37 2.70 3.43 2.70 3.43 2.70 3.43' 3.50 4.67 3.50 4.67 3.50 4.87 1.39 2.00 1.24 1.97' 0.98 1.69 2.10 2.88 2.10 2.88 2.10 2.88 1.73 2.38 1.57 2.38 1.28 2.12 4.32 5.69 4.32 5.69 4.32 5.69 3.22 4.07 3.22 4.07 3.22' 4.07 2.49 2.49 2.49 3.52 3.52 3.52 2.10 2.87 1.96' 2.87 1.63 2.59' 5.92 5.92 5.92 7.72 7.72 7.72 2.53 3.49 2.53 3.49 2.53 3.49 6.74 5.74 5.74 7.58 7.58 7.58 5.34 5.34 5.34 6.95 6.95 6.95 3.91 3.91 3.91 4.93 4.93 4.93 2.48 3.43 2.48 3.43 2.48 3.43 2.29 3.18 2.29 3.18 2.22 3.18 5.58 5.58 5.58 7.47 7.47 7.47 4.96 4.98 4.96 6.64 6.64 6.64 6 Deflection exceeds L/600 7 Deflection exceeds U720 - If not noted, deflection is less than 0720 ffscArca ® ® ® ® ® ® MN ® ® E E D i a L 1 Psf 1' 2 3/8" 11 9/16" 7' 8 11/16" 1' -4 1/16" 7' 8 11/16' 23' 2" to ti +T.," 7' 8 11/16" RESTROOM PLATFORM SECTION Scale: 1/4" = 1' -0" Precision Structural Engineering, Inc. Medford Office 250-A Main Street, Klamath Falls, OR 97601 836 Mason Way (off Sage Road) • Medford,OR 97501 Tel. (541) 850 -6300 • FAX (541) 850 -6233 Tel. (541) 858 -8500 www.structurel.com • Email: PSEI@charter.net fr u PROJECT NO.. k 2 ' S 1 3 SHEET OF ! <. i - 1 '.:7 PROJECT NAME Ar n-6.) SUBJECT REST Roo rA. F 1V- A" C t — IFEC_ k C,/ I Lc 4 r 1 r� = S5: Psi LL - HpP{ r.. a. 4 (. L I = `'l la 0 I L s i• ' I L . 1 s At 12 . `1�3 Pe a# L c.,,...oS raa S p`—`—( `. '— �f. -, /. . c'_r: 1 ■ I i I -t L v Ibt: {'3 : )` I � - =- 1 P. G t P (j, - I, ) L DESIGNED BY r'" ilt G CHECKED BY DATE I 1 0 I3 U i i fs = a •;t • j H R'4 -IL, et ) DATE 1 3 1 1, �'•r. -F � • f. 15 �Ay lisp tic 6 ) t 16, U,4c Q) } -s O MLOK 6 in. (152 mm) TOTAL SLAB DEPTH El Normal Weight Concrete 145 pcf (2,320 kg/m 54.4 psf (2,605 N/m gA Galvanized or Phosphatized/Palnted Deck Weight and Section Properties __ . _ Wei ______ __------ __.._ - - - -- ------ - - - - -- - - - -- - End Bearing Interior Bearing G60 Painted in Gage Gaiv Phos/ I +S S n 4 in. in.3 _ 2,� 3 „ - 4�� -- - - --- -- - - - - --- - Z180 mm mm mm 51 mm 76 mm 102 mm 102 mm 127 mm 228 3,327 22 21 2.3 2.2 0.896 0.534 110.1 105.3 1,223, 567 28,709 Allowable Superimposed Loads (psf, kN/m 20 3 21 2 1.9 91.0 2.1 100.5 95.8 2 Span (ft-in., mm) _ _ a 6" - 8' -0" 8' -6 " 9' -0" 9' -6" 10' -0" � 10' -6" 11' -0" 11'-6" 12' -0" 12 13'-0" 13'-6" -0" 14'- 15' -0" C7 m e 9 440 590 74!) 2,900 3.050 3,200 3,350 3,510 3,660 3,810 3,960 4 4,270 4,420 4,570 22 2 296 267 243 14.2 12.8 11.6 245 11.7 3 327 295 269 245 225 15.7 14.1 12.9 11.7 1 1 342 309 281 '.206 16.4 14.8 115 1 ' 9.8.: 20 2 342 309 281 257 16.4 14.8 13.5 12.3 22 q3 q4 74 Eg 3 342 309 281 257 236 217 201 16.4 14.8 13.5 12.3 11.3 10.4 9.6 4 Welds 3 Welds 2,773 VERCO MANUFACTURING CO. 267 601 701 1.8 0.718 0.418 0.444 190 86.2 980,492 22,473 23,871 2.0 0.837 0.495 0.531 �.�.. m 240 --- 286 331 1,142,997 26,613 28,548 3,503 4,174 4,831 11,398 13,222 877 1014 3,897 0.564 268 316 365 30,322 3,911 4,612 5,327 3:5 3 8,771 781 906 12,799 10,230 14,798 0.8 8 7 150 136 123 -1 2 0 °.92 84 - 7 u& 8:0 72 65 59 '54 48 .44 • 40 38 3.3 236 167 150 136 ;' ` 123 ' 2 -101 92 - 84 . ` '76 : "69� 11.3 - 8:0 '72 ' - 65 5.9 , -54 48 ..' 44' :.; 4.0 36 . a3 �:. 12 101 92 84 ` 6.; 69 3.$. 6 12 $Ni1np required 1n shaded° ta2!10y vl lteai!y 11ne A. Diaphragm Shear Values, q (pif, kN/m) Span (ft-in., mm) m 8' -0 8' -6" 9' -0" 9' -6" 10' -0" 10'-6" 11' -0" 11'-6" 12' -0" 12' -6" 13' -0" 13' -6" 14' -0" 14' -6" 15' -0" 2,440 2,590 2,740 2,900 3,050 3,200 3,350 3,510 3,660 3,810 3,960 4,110 4,270 4,420 4,570\ 2110 2100 2085 2075 2065 2060 2050 2045 2040 2030 2025 2020 30.79 30.65 30.43 30.28 30.14 30.06 29.92 29.84 29.77 29.63 29.55 29.48 2190 2170 2150 2130 2115 2100 2085 2075 2065 2055 2045 2035 31.96 31.67 31.38 31.09 30.87 30.65 30.43 30.28 30.14 29.99 29.84 29.70 q3 2115 2100 2085 2075 2065 2055 2045 2035 2030 2025 2015 2010 21 30.87 30.65 30.43 3028 30.14 29.99 29.84 29.70 29.63 29.55 29.41 29.33 q4 2220 2195 2170 2150 2130 2115 2100 2085 2075 2065 2050 2045 32.40 32.03 31.67 31.38 31.09 30.87 30.65 30.43 30.28 30.14 29.92 29.84 2115 2100 2085 2075 2065 2055 2045 2035 2025 2020 2015 2010 2000 1995 1990 cy q 20 30.87 30.65 30.43 30.28 30.14 29.99. 29.84 29.70 29.55 29.48 29.41 29.33 29.19 29.11 29.04 - q4 - - 2235 2210 2185 2160 2145 2125 2110 2095 2080 2070 2060 2050 9.9 2040 2030 202 32.62 32.25 31.89 31.52 31.30 31.01 30.79 30.57 30.36 30.21 30.06 29.92 29.63 29.48 W3 FORMLOK decks with structural concrete fill may be considered rigid diaphragms, with F < 1 (5.7). 29.77 Catalog VF1 1.2.1 (Precision Structural Engineering, Inc. SUSPENDED CEILING SEISMIC BRACING Pages 2,000 — 2,999 4810 B Shasta Way Tel. (541) 850 -6300 Fax (541)850 -6233 Klamath Falls, OR 97603 Email: psei ancharter.net 836 Mason Way Tel. (541) 858 -8500 Fax(541)776 -4663 Medford, OR 97501 www.structure1.com Email: pseil at awest.net Project Name = Aeropostale Date = Mon Dec 10 15:55:01 PST 2007 Conterminous 48 States 2006 International Building Code Latitude = 47.458807 Longitude = - 122.261728 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.428 (Ss, Site Class B) 1.0 0.489 (S1, Site Class B) Conterminous 48 States 2006 International Building Code Latitude = 47.458807 Longitude = - 122.261728 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D- Fa = 1.0 ,Fv = 1.511 Period Sa (sec) (g) 0.2 1.428 (SMs, Site Class D) 1.0 0.739 (SM1, Site Class D) Conterminous 48 States 2006 International Building Code Latitude = 47.458807 Longitude = - 122.261728 SDs = 2/3 x SMs and SD1 = 2 /3xSM1 Site Class D- Fa = 1.0 ,Fv = 1.511 Period Sa (sec) (g) 0.2 0.952 (SDs, Site Class D) 1.0 0.493 (SDI, Site Class D) S Q� J Precision Structural Engineering, Inc. Medford Office 250 -A Main Street, Klamath Falls, OR 97601 836 Mason Way (off Sage Road) • Medford,OR 97501 • \- Tel (541) 850 -6300 • FAX (541) 850 -6233 Tel. (541) 858 -8500 � www.stru cturel.com • Email: PSEI ®charter.net �.r�: ' 1 ' � - PROJECT NO V F2 G � SHEET OF '`'= ~ �" PROJECT NAME f-AC Pot-c - t r-. DESIGNED BY �"� I k <- DATE 1 I tI I SUBJECT C "'C 4 r f `i `' } '" CHECKED BY DATE - c..•.; ..ib, A srA..C__) 6 TA arI4 - L J 5 1-- ... sb .A�J�, -• -. 1-- , I l 0-'6441 C i , CJ) �.� T) tt.s.1 3 g :..1 or).- ' '0"--%-(--- L. IA ,4 a. l 211 r I e : _ .... ' a • a rG —!1 5 11 0—/) r21,-.J< C r p 2.r ^( jc n, }-i 4�, �-5 4 1 .. LG ..r . f. f., .1/44 _ d '1-! I� G, p . R- -U %, i h" u : lT' ) ^L . - f C � S $ T l\-9 <: .. Fi_5.»� C J /44 ; 4 E � _.. _ 3 __. C- L i "T'r t C . L G 'C_ A\, S r S. S •.- oon? 4 h. ,.,:!s 6-,..) • ;D • C- 1 I--;d oZcZ,c . I4 A.LL w , i c.� Nc - p-vy , — 43",sz. L Lc ve*C1 -C A c;, L L 2 sC Z n- ,.t , Tie S 71 ' N.1 elder i ;o.1d • AI lirytr•n 1 X 7611) • 1: 81 /hi', `,P'8) a I-• 817 t» 1, ih'3rl March 20, 2008 Allen Johannson City of Tukwila Building Division 6300 Southcenter Blvd # 100 Tukwila, WA 98188 Phone: 206 - 431 -3670 Re: Aeropostale, Space# 2107, Southcenter Mall, Tukwila, WA. Plan Review Permit No. D08 -006 Dear Mr. Johannson, The client has decided they want to change all the storefront glass from 3 /4" to ''/2 ". Please reference enclosed sheets CS, IS1, A5, A6, & A7. There were also a couple of minor design changes, including the color shade of the storefront sign and the size of the graphic frames at the entry. Please let us know if there are any questions: Thank you for your time. Sincerely, _ Cortland Morgan, AIA Cc: Daphane Voltz, Lami Grubb Management Services: Jonathan Radlove, Aeropostale GC \‘,.. cr„, N sii.Ll'H.:1.--- - 0 REVISION N RECEWED MAR 212008 PERMIT CENTER March 6, 2008 Jennifer Marshall City of Tukwila Permit Center 6300 Southcenter Blvd # 100 Tukwila, WA 98188 Phone: 206- 431 -3670 TO: +1 (206) 431-3665 AGE: 002 OF 002 3/11/2008 4:23 •FROM: 412- 371 -1586 Re: Aeropostale, Space# 2107, Southcenter Mall, Tukwila, WA. Plan Review Permit No. D08 -006 Dear Ms. Marshall, CI TY R OF E ru ta MAR 11 2008 PERMIT CEN1ER Please disregard revisions that were submitted to your department on March 10, 2008, as they are now null and void. Please have the building permit, as well as all other related permits, reinstated for the general contractor to pick up on March 12, 2008. I apologize for the inconvenience. Please feel free to contact me with any questions. Thank you for your time. Sincerely, Daphane Voltz, Lami Grubb Management Services Cc: Jonathan Radlove, Aeropostale GC ACTIVITY NUMBER: D08 -006 DATE: 03 -21 -08 PROJECT NAME: AEROPOSTALE SITE ADDRESS: 2626 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 2 After Permit Issued DEPARTMENTS: Al' 3 . 2 1 , x: ui .. ing Division Complete Comments: 1 Public Works VL/t rtilL J •2 0&i DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03-25-08 d Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 S PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP �1 Fire revention Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: n frA, �1�, 6 - 4ply Planning Division ❑ Permit Coordinator Not Applicable No further Review Required DATE: Not Approved (attach comments) DATE: DUE DATE: 04 -22 -08 jl r -� J Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 - 006 DATE: 03 -18 -08 PROJECT NAME: AEROPOSTALE SITE ADDRESS: 2626 SOUTHCENTER MALL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPARTMENTS: Btling'Dlvision Public Works •PERMIT COORD COPY o PLAN REVIEW/ROUTING SLIP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete IV Comments: TUES/THURS ROUTING: Please Route Documents/routing slip.doc 2 -28 -02 REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Fire Prevention Structural Incomplete n Approved U Approved with Conditions Notation: REVIEWER'S INITIALS: n DATE: DATE: Not Applicable Not Approved (attach comments) Planning Division Permit Coordinator n DUE DATE: 03-20-08 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: Structural Review Required I No further Review Required n DUE DATE: 04-17-08 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 - 006 DATE: 03 - - PROJECT NAME: AEROPOSTALE SITE ADDRESS: 2626 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 BEFORE Permit Issued DEPARTMENTS: Building Division Public Works Comments: Permit Center Use Only INCOMPLETE LETTER MAILS Departments determin TU ES Please R REVIEWER"4NITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY ° PLAN REVIEW /ROUTING SLIP iz n e'" Bldg Fire Prevention Structural n o DATE: Planning Division Permit Coordinator x DETERMINATION OF COMPLETENESS: Tues., Thurs.) DUE DATE: 03-1 3 -08 Complete n \ Incompl n Not Applicable n ETTER d �;i�' LETENESS MAILED: Ping ❑ W ❑ Staff Initials: G: Structural Review Required No further Review Required DATE: DUE DATE: 04-10-08 Approved Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -006 DATE: 01 -04 -08 PROJECT NAME: AEROPOSTALE SITE ADDRESS: 2626 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued D PART ENTS: V / -15 g r 1 Islon Pt1 �11ork ��, Structural 1`iin iN V Ii DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Documentslrouting slip.doc 2 -28 -02 • o PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP V Fvf REVIEWER'S INITIALS: 6(1 AV° r Fire Prevention P a ni g Division ■i_i Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: u DUE DATE: 01 -10 -08 n No further Review Required DATE: DATE: Permit Coordinator Not Applicable n DUE DATE: 02 -07 -08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INI TEALS I 0 �it okb 1 l.�.lGI' 6-49-0E( W( l �� Summary of Revision: fpt4(,6 �, pub1 G,v1 J 5 fia n 3/L. 4 iL ,� Received by: ___Y PR.$) -„ REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INI IALS 1 l.�.lGI' b -- ti , off Summary of Revision: Summary of Revision: c-JRA2Ktinyt , i.41 f q6 4-v t Received by: 1 \ - .M l S I t, REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: /i7 VL MJ( SITE ADDRESS: 21p'2 S(', AitAix. REVISION LOG PERMIT NO: 0 t)( j1X(0 ORIGINAL ISSUE DATE: 6 (please print) (please print) (please print) (please print) (please print) REVISION NO. DATE RECEIVED STAFF INITI• S ISSUED DATE Q D STAFF INITIALS S umm. of Revisi ?i nal :rerim'vamirma•1�.�xor WA 1 MILYA1111111111111 W Receive • by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS S ummary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: f r6h p 0 411Pit,6 PERMIT NO: SITE ADDRESS: , {j 21 j C7(, MA2( ORIGINAL ISSUE DATE: REVISION LOG (please print) (please print) (please print) (please print) (please print) PO --(13(1 IP 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: fIb Plan Check/Permit Number: DC) ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Tr Revision # Z after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: AC-4 ¢z� / e.. Project Address: 2624, SO L AC2.,-, 12?a J) 7 kh): L&lr4 Contact Person: - ,¢r/xa rt P V D 12 Phone Number: 4/2 - 2 - �3 - 3 Summary of Re ' on r • / 3/*% i /1 �J SCE= / 7L"e —y' e7a. rr ✓� Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED er v OGTI!KWIIA MAR 9 1 Anna Sheet Number(s): rh is 1 J.S JL) (, Al 5G1 "Cloud" or highlight all /areas of r evision i A cluding date of revision Received at the Ci of Tukwila Permit Center b : 7citi tY Y IT Entered in Permits Plus on 3' - U g ,epplications\forms- applications on line m- vision submittal Created: 8 -13 -2004 • m 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.citukwila.wa.us Steven M Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: .5 E-7 Plan Check/Permit Number: - Dog- - OD ❑ Response to Incomplete Letter # G gEGErV�® ❑ Response to Correction Letter # M AR VILA ®' Revision # ) after Permit is Issued 1 2O ❑ Revision requested by a City Building Inspector or Plans Examiner Pt. .. / . ..6.1d1EA Project Name: A e4-0 6 h / 'e_.. Project Address: 2 G 2..4 vn t< Mice,,,, /-e. - " /1 72€ kw, 4 , /4)A- g Siil Contact Person: 7)4/-174 0 ,r -174 n e r /7 Z_ Phone Number: % - .2 di 3— 3`7&3 Summary of Revision: i 4 ? LCC. c' .e_ -l ss d a- - i / /h e �s fir- a j - 1 2-- (7 3 /44/ /' 7 Sheet Number(s): "Cloud" or highlight all areas of revision including date of r ision Received at the City of Tukwila Permit Center by kr Entered in Permits Plus on 1applcations\forms- applications on Iineuevision submittal Created: 8 -13 -2004 DeviceA 711 N. f iolrtri Road • Ai Ir lto 1, 1 X 76:)12 • I ?•t17 C135.` 96 ■ F: 81 7.63ti.S699 March 17 2008 Allen Johannson City of Tukwila Building Division 6300 Southcenter Blvd # 100 Tukwila, WA 98188 Phone: 206 - 431 =3670 Re: Aeropostale, Space#, Southcenter Mall, Tukwila, WA. Plan Review Permit No. D08 -006 Dear Mr. Johannson, The plans have been revised to reflect a change from 3 /4" glazing at the storefront doors only to %2" glazing. All other storefront glazing will remain 3 /4 ", including the side lights flanking the doors. We trust this change meets with your approval. The original plans were approved on January 25, 2008. Please reference enclosed sheets CS, IS1, and A6. Please let us know if there are any questions. Thank you for your time. 8897 Sincerely, C�- Cortland Morgan, AIA Cc: REr CORTLAND f'C? ;AN STATE OF V'MSFilt'>;r,TQN Daphane Voltz, Lami Grubb Management Services. Jonathan Radlove, Aeropostale GC Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fay etc. Date: .3h0/0 g Plan Check/Permit Number: Oe ❑ Response to Incomplete Letter # ❑ Response to Correctio Letter # Er Revision # / Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: / P� Y'D,pn S Project Address: 24z 6 S4 u /-74ce.,,, /124 ! /,, Tu Au; /Q GrOA- 4R/ Contact Person: Pcivti qne. V l {"Z.. Phone Number: I / L / z 2.43 - 35d Summary of Revision: t,et hq e— t h 514ge- c. ,4 —gym,f' -7, -r 4 7 I te A t� Sheet Number(s): :s I ) A 4 / A 7 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: • 0 City of Tukwila Entered in Permits Plus on o4,016% Sapplications\forms- applications on line\revision submittal Created: 8 -13 -2004 IIevienvl• 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 Steven M Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TU} W11A MAR 10 2O06 PERMIT CENTER 711 N. FiPIder I2ndd i Arrngt( rt.1 X 7601: ■ 1: 8'1.03; 5006 U F. 81 7.615.5699 March 6, 2008 Allen Johannson City of Tukwila Building Division 6300 Southcenter Blvd # 100 Tukwila WA 98188 Phone: 206- 431 -3670 2 b2� Re: Aeropostale, Space# ; , Southcenter Mall, Tukwila, WA. Plan Review Permit No. D08 -006 Dear Mr. Johannson, The plans have been revised to reflect a change from 3 /4" glazing at the storefront to ' /2" glazing. We trust this change meets with your approval. The original plans were approved January 25, 2008. Please reference enclosed sheets IS1, A6, and A7. Please let us know if there are any questions: Thank you for your time. Sincerely, Cortland Morgan, AIA Cc: • Daphane Voltz, Lami Grubb Management Services. Jonathan Radlove, Aeropostale GC [Date] Tukwila Building Division/Permit Center 6300 Southcenter B1, Suite 100 Tukwila, WA 98188 • • Tenant Acknowledgment Letter Tenant improvement permit for [tenant name], Tukwila Permit No. b0 8 " 00b is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy (i.e. Open for Business) for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Division. This condition is hereby acknowledged by: Title': at) i f_ri �l Tenant Name: • 1 Note that the letter is to be signed by the responsible officer of the tenant (ie business manager, business president, vice president, CEO etc). The contractor, contact person for the project nor the architect will not be acceptable. Kind of Fixture Fixture Units No of ixtures Total zixture Units Public Private Public Private Bathtub and Shower 4 4 -- Shower, per head 2 2 --- — Dishwasher 2 2 Drinking fountain (each head) 1 .5 ( 2_ -- 2- Hose bibb (interior) 2.5 2.5 •-- -- Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 – Sink, Clinic flushing 8 8 — Sink, kitchen 3 2 – — – Sink, other (service) 3 1.5 --- -- -- - - -- – Sink, wash fountain, circle spray 4 3 --- -- Urinal, flush valve, 1 GPF 5 2 -- _._. — -- Urinal, flush valve, >1 GPF 6 2 — -- —� Urinal, waterless 0 0 — –� Water closet, tank or valve, 1.6 GPF 6 3 2 — - i-a. Water closet, tank or valve, >1.6 GPF 8 4 -- Non - Residential . 00S uw 00 • 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 'LL2IP Scut r (1 Propertty Street Address {y��� vn' �f �,i kwt La% w+ l 1 0 I City State ZIP LU f C6 Y pvrc(tu; r� Owner's Name Subdivision Name Lot # Subdiv. # Block # Building NamQ5 2 t ( / JCL Lk; ( if ap� cable) ( "2i G , i - Lott 1 C 161 401/4. k._t,rn tine Owner's Phone Number (with Area Code) f 'C i' + City or Sewer District'UktJ.t U'. cZ o0($2 ) 'I LI 4,7 - 04i, S (�� 1 1d, U G a r 1l) Date of Connection Property Contact Phone Number (with Area Code) Side Sewer Permit # Owner's Mailing Address Demolition of pre - existing building? O Yes –C Nieto.S .(C +'OV-1 of ry`)U. Ie nant Cowl/vial t ,, ) 0 Jdsi'l t,i c, ki'i miry) e I - WdOe(q Type of building demolished kil ii eao/ wish,' ve & yd. , I '1ti, fiLc V; l ti:. ' - € CA 9c016 Sewer disconnect date A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 Total Fixture Units '1 RCE King County Department of Natural Resources and Parks For King County Use Only Account # Monthly Rate 6 Month Rate Property Tax ID # Party to be Billed (if different from owner) B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Re cto'(I "nr'lc 'ft ;'c Estimated Wastewater Discharge: 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 9 RCE Gallons /days J /tar RCE JAN 0 4 2008 �. 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. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative — !� ()s_y Date / Z ' 3 / o Print Name of Owner /Representative )API -fA 4C) t J 7 - A2 Cj ;t A.( NA ._ 6 32 1058 (Rev 11/05) White - King County Yellow - Local Sewer Agency Pink - Sewer Customer .CEOi 3a� License Information License TURNEI*230J7 Licensee Name TURNER - BUSCH, INC Licensee Type CONSTRUCTION CONTRACTOR UBI 409016186 Ind. Ins. Account Id SECRETARY Business Type CORPORATION Address 1 214 STATE ST Address 2 City HACKENSACK County OUT OF STATE State NJ Zip 07601 Phone 2019689670 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 4/27/1977 Expiration Date 10/27/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date FIORE, ANTHONY PRESIDENT 10/15/2001 FIORE, ALLISON SECRETARY 10/15/2001 EIKE, RUSSELL VICE PRESIDENT 10/17/2002 BAKKE, KENNETH A PRESIDENT 01 /01/1980 10/15/2001 ZACHARIAS, LINDA SECRETARY 01/01/1980 10/15/2001 FICHTER, MICHAEL A VICE PRESIDENT 01/01/1980 10/15/2001 Look Up a Contractor, Electriin or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. • Bond Information Bond Company I Bond Account I Effective I Expiration I Cancel I Impaired I Bond I Received Page 1 of 3 httos:// fortress .wa.s?ov /lni/bbin /printer.asnx? License= TTTRNET *230J7 (n/14/7005 LLD NOTES I. ALL COLOR AND MATERIAL SELECTIONS MUST MEET ALL CODE REQUIREMENTS FOR FLAME SPREAD AND SMOKE DEVELOPMENT FACTORS. 2. VERIFY AT JOBSITE CLEARANCE OF EXISTING BRACING AT REAR DOOR. 3. DOOR BELL TO BE INSTALLED AT 3' -6" A.F.F. 4. TENANTS CONTRACTOR TO GET APPROVAL AND GORING REQUIREMENTS ON UPPER LEVEL PRIOR TO PROGEEDING WITH WORK. 5. TENANT SHALL PROPERLY SEAL ALL PENETRATIONS TO COMPLY WITH CODE REQUIREMENTS. THE FIRE RATED ASSEMBLY SHALL BE MAINTAINED. ALL PLUMBING, ELECTRICAL, AND MECHANICAL DEVICES PENETRATING SHALL THE FLOOR BE FI,RE.- RATED. . WATER PROOF MEMBRANE MUST BE INSTALLED UNDER CERAMIC TILE IN TOILET ROOMS A MINIMUM OF 4" UP WALLS. TENANT REQUIRED TO INSTALL LANDLORD APPROVED LATEX RUBBER WATERPROOFING MATERIAL. MEMBRANE SHALL BE MANUFACTURER'S 2 -PART FORMULA CONSISTING OF LIQUID LATEX RUBBER AND POWDER FOR TROWEL APPLICATION WITH GLASS FIBER FABRIC. REINFORGEMEN' (LATIGRETE 1235 OR SUMMITVILLE S- 1000). INSTALL A WATER TIGHT DOOR THRESHOLD. -- CODE APPROVED APR — E® FOR COMPLIANCE I _ 3 20 8 C BUII.. Of Tukwila ®IV I ®N I. ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS. NO CONNECTING TO DECK ALLOWED. S. STOREFRONT MUST BE INDEPENDENTLY SUPPORTED. LANDLORD'S BULKHEAD GAN ONLY BE USED FOR LATERAL SUPPORT. CODE INFORMATION USE GROUP: M - MERCANTILE APPLICABLE CODES: CONSTRUCTION TYPE: 2B 2006 INTERNATIONAL BUILDING CODE W/ AMENDMENTS FULLY SPRINKLED: YES 2006 INTERNATIONAL MECHANICAL CODE OCCUPANCY CALCULATION: 2006 NATIONAL ELECTRIC CODE 2006 UNIFORM PLUMBING CODE TOTAL SQUARE FOOTAGE = 3568 2006 INTERNATIONAL FIRE CODE SALES AREA: 2003 ANSI 111.1 ACCESSIBILITY GUIDELINES 2157 SF / 30 SF per person : 100 2003 NON - RESIDENTIAL ENERGY CODE NON -SALES AREA: PREVAILING LOCAL AMENDMENTS SSI SF / 300 SF per person = 3 TOTAL OCCUPANT LOAD = 105 DESCRIPTION OF PROJECT: ' AEROPOSTALE' RETAIL CLOTHING STORE TENANT FIT -OUT OF A NEW DEMISED SPACE; NEV ADDITION TO AN EXISTING COVERED 3 STORY MALL (SHELL PERMIT D06 -141) DRAWING INDEX AlkAAAA ISSUE FOR REVISION 'I' REVISION '2' BID REVISION '3' REVISION '4' REVISION ' S ' LANDLORD PERMIT CONSTRUCTION CONSTRUCTION OV)9Ei5 GONSMIGTION MED 1.15% MO GS COVER SHEET 11/23/07 12/27/07 01/23/08 02/20/08 03/17/08 03/20/08 ISI SCHEDULES AND VENDOR LIST 11/23/07 12/27/07 01/23/08 02/20/08 1 03/17/08 ' 03/20/08 AI CONSTRUCTION PLAN 11/23/07 12/27/07 01/23/08 02/20/08 A2 FIXTURE PLAN 4 DETAILS 11/23/07 12/27/07 01/23/08 01/23/08 ' AS FLOOR COVERING PLAN 11/23/07 12/27/07 12/27/07 02/20/08 A4 REFLECTED CEILING PLAN $ DETAILS 11/23/07 12/27/07 01/23/08 02/20/08 02/20/08 `03/20/08 A5 LIGHTING PLAN 4 DETAILS 11/23/07 12/27/07 12/27/07 A6 STOREFRONT PLAN, ELEVATION $ DETAILS 11/23/07 12/27/07 12/27/07 02/20/08 03/17/08 03/20/08 AI STOREFRONT SECTIONS DETAILS 11/23/07 12/27/07 01/23/08 02/20/08 ! 03/20/08 AS INTERIOR ELEVATIONS 11/23/07 12/27/07 12/27/07 12/27/07 - Aq DETAILS 11/23/07 12/27/07 01/23/08 01/23/08 AI DETAILS 11/23/07 12/27/07 12/27/07 12/27/07 SGI SIGN DETAILS 11/23/07 12/27/07 12/27/07 12/27/07 / 03/20/08 1 1 MO MECHANICAL TITLE SHEET 11/21/07 12/10/07 12/10/07 02/20/08 MI HVAC PLAN 11/21/07 12/10/07 01/23/08 02/20/08 ! ' M2 PLUMBING PLAN 11/21/07 12/10/07 12/10/07 02/20/08 M3 MECHANICAL SPECIFICATIONS 11/21/07 12/10/07 12/10/07 02/20/08 i EC ELECTRICAL TITLE SHEET # PANEL SCHEDULES 11/21/07 12/10/07 12/10/07 02/20/08 ' El LIGHTING PLAN 11/21/07 12/10/07 01/23/08 02/20/08 E2 POWER PLAN 11/21/07 12/10/07 01/23/08 02/20/08 ES ELECTRICAL DETAILS 11/21/07 12/10/07 01/23/08 02/20/08 i E4 ELECTRICAL SPECIFICATIONS 11/21/07 12/10/07 01/23/08 02/20/08 SI GENERAL STRUCTURAL 4 DETAILS 12/13/07 12/13/07 12/13/07 1 S2 SUSPENDED CEILING DETAILS 12/13/07 12/13/07 12/13/07 ARCHITECT CORTLAND MORGAN 111 N. FIELDER. ROAD ARLINGTON, TX 76012 PHONE: al 1-635-5616 FAX: 817- 635 -5611 PROJECT MANAGER DAPHANE VOLTZ LAMI GRUBB MANAGEMENT SERVICES 100 EAST SWISSVALE AVENUE PITTSBURGH, PA 1521 S PHONE: 412- 243 -3430 FAX: 412 - 311 --1586 ENGINEER HALLBERG ENGINEERING 1750 COMMERCE COURT WHITE BEAR LAKE, MN 55110 PHONE: 651 -145 -1 100 FAX: 651 - 748 -1310 OWNER JONATHAN RADLOVE PROJECT MANAGER PHONE: 115-826-1110 A TIM ANDERSON VICE PRESIDENT OF CONSTRUCTION PHONE: 113 -526 -1427 AEROPOSTALE 201 WILLOWBROOK BLVD. 7th FLOOR WAYNE, NJ 01410 TENANT COORDINATOR JOSHUA KIMMEL WESTFIELD CORP., INC. 11601 WILSHIRE BLVD, 14TH FLOOR LOS ANGELES, GA 10025 PHONE: 310 -513 -4761 FAX: 310-5'75-5111 MALL OPS. MGR. ANDY GIARROCCHI WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 15158 PHONE: 206- 246 -0423 BUILDING DEPT. BUILDING DIVISION CITY OF TUKWILA 6300 SOUTHCENTER BLVD SUITE 100 TUKWILA, WA 1SISS PHONE: 206 -431 -3670 A EGRESS DIAGRAM 0 t 2 0 SITE MAP KEY PLAN 3rd EXIT ROUTE: (DISTANCE = 54' -0 2nd EXIT ROUTE: DISTANCE = EXITING. REQUIRED EXITS 2 FURNISHED EXITS 2 ISt EXIT ROUTE: DISTANCE = ADJACENT TENANT <'> AEROPOSTALE WESTFIELD SOUTHCENTER 2626 SOUTHCENTER MALL SEATTLE, WA 151 SS AEROPOSTALE STORE LOCATION SPACE #2101 3568 SQUARE FEET LEVEL 2 of 3 WESTFIELD SOUTHCENTER SEPARATE PERMIT REQUIRED FOR: Mechanical iec t ical umbing Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No changes shalt be made to the scope of work Tukwila Bu prior Division. t of NOTE: Revisions Vl include will require Ilan V re�n��r s fees� al and GENERAL CONSTRUCTION NOTES I. THE GENERAL CONTRACTOR (HEREIN AFTER CALLED THE G.C.) IS TO VISIT -THE SITE PRIOR TO SUBMITTING A BID TO VERIFY EXISTING CONDITIONS. 2. G.G. IS TO VERIFY LEASE SPACE DIMENSIONS AND EXISTING BUILDING ELEMENTS FOR COMPLIANCE WITH THE DRAWINGS. NOTIFY THE OWNER AND ARCHITECT FOR RESOLUTION OF DIMENSIONAL CONFLICTS IF EXISTING. NO CHANGE ORDERS WILL BE ISSUED FOR CHANGES REQUIRED IN THE WORK AFTER CONSTRUCTION HAS COMMENCED UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER. 3. ANY DISCREPANCIES, ERRORS, OR OMISSIONS DISCOVERED IN THE CONTRACT DOCUMENTS BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND LAM( GRUBB BEFORE PROCEEDING WITH RELATED WORK. OTHERWISE, THE CORRECTION OF SUCH ITEMS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. THE G.G. SHALL MEET WITH AN AUTHORIZED REPRESENTATIVE OF THE LANDLORD TO REVIEW CONSTRUCTION PROCEDURES. G.G. SHALL COORDINATE WORK WITH THE LANDLORD .WITH REGARD TO TEMPORARY BARRICADES, UTILITIES, ALLOWABLE MATERIALS, TRAFFIC ROUTES, DELIVERY LOCATIONS AND METHODS, STORAGE OF MATERIALS AND TOOLS, NOISE, DUST CONTROL, REQUIRED DEPOSITS, REQUIRED CONTRACTORS, CLEAN -UP, AND ALL OTHER MATTERS REQUIRING ADHERENCE TO LANDLORD REQUIREMENTS. 5. APPLICABLE STANDARDS OF THE CONSTRUCTION INDUSTRY HAVE THE SAME FORGE AND EFFECT ON PERFORMANCE OF THE WORK AS IF COPIED DIRECTLY INTO CONTRACT DOCUMENTS OR BOUND AND PUBLISHED HEREWITH. COMPLY WITH STANDARDS IN EFFECT AS OF THE DATE OF CONTRACT DOCUMENTS, UNLESS OTHERWISE INDICATED. 6. THE G.G. IS RESPONSIBLE TO RECEIVE, COUNT AND VERIFY ALL OWNER FURNISHED ITEMS AT THE JOB SITE, INCLUDING, BUT NOT LIMITED TO: FREE - STANDING FIXTURES, PERIMETER FIXTURES, FLOORING, BASE, GLAZING CHANNEL, CASEWORK ITEMS, LIGHTING, LAMPS, GRAPHIC BOXES, AND FITTING ROOM COMPONENTS. 7. EXCEPT AS OTHERWISE INDICATED, THE G.G. IS TO FURNISH ALL MATERIALS, LABOR AND EQUIPMENT FOR THE COMPLETE AND SATISFACTORY EXECUTION OF THE CONTRACT WORK AS SHOWN, CALLED FOR, EXPRESSED OR REASONABLY IMPLIED BY THE CONTRACT DOCUMENTS IN COMPLIANCE WITH GODES AND REGULATIONS OF ALL NATIONAL, STATE AND LOCAL AUTHORITIES HAVING JURISDICTION. SEATTLE, WA FILE COPY Permit No, sT0RE of approve! is # 979:pro re v vi a e l v he violation of any adopted code Receipt of approved d By Date: ��u X City of Tukwila BUILDING DIVISION REVISION NO.1 bo8 004 DATE: 11/23/01 JOB NO: 01n3 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 RECF " r LIAR 2 .I I' PERM 1 L,tIv I Li-1 0 q � y a co cry co OQ co 0) CDRILAI STATE OF REVISIONS REVISION I 12/27/07 REVISION 2 01/23/08 REVISION 02/20/08 (REVISION 4 03/17/08 REVISI S 03/20/08 COVER &HEFT M SHEET NUMBER DOOR HARDWARE SCHEDULE *G.G. TO FURNISH $ INSTALL ALL DOOR HARDWARE, UNLESS NOTED OTHERWISE. ALL HARDWARE 15 "SCHLAGE° UNLESS NOTED OTHERWISE. DOOR it h SEE HARDWARE SPECS FOR ENTRY DOOR #I ON THIS PAGE. DOOR # 2, S. $ 9: + (3)EA BUTT HINGES BBI279 X 4-I/2 "X41/2" US32D + (I)EA. PASSAGEWAY AL405 -SAT 2 -3/4" ASA 626 + (I)EA. DOOR CLOSER 1460 -1 + (I)EA. KICKPLATE S "X34 "XUS52D + (I)EA. DOOR STOP 520X11526D NOTE: DOORS SHALL BE PROTECTED BY A GASKETED, TIGHT FITTING, SELF - CLOSING SMOKE AND DRAFT CONTROL DOOR ASSEMBLY WITH A 45 MINUTE "G" LABEL RATING. DOOR #12: NOTE: IF DOOR 15 EXISTING TO REMAIN, REMOVE ALL HARDWARE ON CORRIDOR SIDE OF DOOR AND COVER WITH PLATES OR PLUGS. ALWAYS FURNISH $ INSTALL NEW DETER ON EXISTING DOORS. ALWAYS FURNISH $ INSTALL NEW BEST 1 PIN GORES FOR DETEX ON THIS DOOR. + (I)EA. PANIC. ALARM 230D + (I)EA. 'BEST' RIM CYLINDERS IE72XU526D FOR DETEX + (I)EA. DOOR CLOSER 1460 -H AL + (I)EA. PEEP HOLE 700B26D + (I)EA. DOOR BUZZER LA201 + (I)EA. DOOR PULL IOOXU526D + (I)EA. KIGKPLATE IO "X2" LE55 WIDTH OF DOOR. XU532D * FURNISH $ INSTALL EXTERIOR TENANT IDENTIFICATION SIGNAGE PER LANDLORD'S STANDARDS. NOTE: IF DOOR 15 TO BE NEW ADD THE FOLLOWING: (3) EA. BUTT HINGES BBIgIX4- I /2 "X4- I /2 "X4-- I /2 "XU526DXNRP DOOR # IO if II: + (3)EA. BUTT HINGES BB1279X4- I/2 °X4- I /2 "XU526D + (I)EA. PRIVACY AL4OS -SAT 2 -3/4" ASA 626 + (I)EA. DOOR CLOSER 1461 -H -AL DOOR # 3, 4, 5, 6, $ 7: *THIS HARDWARE IS FURNISHED BY AEROPOSTALE VENDOR. DOOR SCHEDULE ABBREVIATIONS TYPE ALP. ACOUSTICAL CEILING PANEL INSUL. INSULATION ADJ. ADJUSTADL E I D A.F.F. ABOVE FINISHED FLOOR L. LENGTH or LONG ALUM. ALUMINUM LLD LANDLORD ALT. ALTERNATE MFR. MANUFACTURER BD. BOARD MAS. MASONRY BLDG. BUILDING MAX. MAXIMUM BM. BEAM MDF MEDIUM DENSITY FIBERBOARD BTM. BOTTOM MECH. MECHANICAL B.O. BOTTOM OF MIL. MIN.' METAL MINIMUM ¢. CENTER LINE MISC. MISGFI I ANEOIJS GLG. CEILING M.R. MOISTURE RESISTANT CLR CLEAR MTD. MOUNTED G.M.U. CONCRETE MASONRY UNIT MTG. MOUNTING GOL. CONG. COLUMN CONCRETE WA NOT APPLICABLE GONST. CONSTRUCTION 0.G. ON CENTER CONT. CONTINUOUS O.H. OPPOSITE HAND DEPT. DEPARTMENT O.D. OUTSIDE DIMENSION D. DEPTH or DEEP PR, PAIR DET. DETAIL PTO_ PAINTED DIM. DIMENSION FURNISHED $ INSTALLED BY G.G. 12 DR DOOR QTY. QUANTITY DBL. DOUBLE NOTE REMOVED. " SEE ADDITIONAL SPECIFICATIONS FOR ENTRANCE DOORS ON THIS SHEET. /;\ DWG. DRAWING REF. REFERENCE REINF. REINFORCING E.J. EXPANSION JOINT RD. ROUGH OPENING ELEV. ELEVATION ELEC. ELECTRICAL 5HT. SHEET EMER. EMERGENCY SIM. SIMILAR EQ. EQUAL STD. STANDARD EX or EXTG. EXISTING 5TL. STEEL EXIST. EXISTING STRUCT. STRUCTURE (AL) EXP. EXPANSION TEMP. TEMPERED EXT. EXTERIOR TH. THICK F.F. FINISH FLOOR T.M.E. TO MATCH EXISTING FIN. FINISHED T.O. TOP OF FLR. FLOOR T5. TYP. TUBULAR STEEL TYPICAL GALV. GA. GALVANIZED GAUGE, OR GAGE U.N.O UNLESS NOTED OTHERWISE G.C. GENERAL CONTRACTOR V.C.T. VINYL COMPOSITION TILE GL GLASS VERT. VERTICAL GYP. BD. GYPSUM BOARD/PRYWALL W. WIDTH or WIDE H.M. HOLLOW METAL WD. WOOD HGT. HEIGHT W/ WITH H. HEIGHT or HIGH HVAG HEATING/VENTILATING/ AIR CONDITIONING DOOR SCHEDULE DOOR TYPE SIZE MATERIAL FIRE RATING BENJAMIN MOORE DOOR FRAME I D 6' -01W X 9' -7" H GL /AL ALUM. --- (I) PR. 3' -0" X 9' -7" ENTRANCE DOORS" 2 A 3' -0 X 7' -0" N.M. H.M. 45 MIN_ "G° LABEL PAINT DOOR AND FRAME P -I FURNISHED AND INSTALLED BY G.G. 3 B 2'-1" X 5' -6" GL -3 MT -I -- FURNISHED BY AEROPOSTALE VENDOR INSTALLED BY G.G. 4 5 2' -q" X 5' -6" 2 GL -3 MT-I -- FURNISHED BY AEROPOSTALE VENDOR INSTALLED BY G.G. 5 B 3' -D" X 5' -6 GL -3 MT -I -- FURNISHED BY AEROPOSTALE VENDOR INSTALLED BY G.G. 6 B 2' -q" X 5 GL -3 MT -I --- FURNISHED BY AEROPOSTALE VENDOR INSTALLED BY G.G. 7 B 2'-q" X 5 2 GL - 3 MT -I -- FURNISHED BY AEROPOSTALE VENDOR INSTALLED BY G.G. 8 A 3' - X 7' -0" H.M. H.M. 4" MIN LABEL FURNISHED 4 INSTALLED BY G.G. 9 A 3' - O" X 7' - H.M. H.M. , N. i FURNISHED 4 INSTALLED BY G.G. 10 A 3' -O" X 7' -0" H.M. H.M. -- FURNISHED * INSTALLED BY G.G. II A 3' -0" X 7' -0" W.M. H.M. -- FURNISHED $ INSTALLED BY G.G. 12 C 3' -0' X 7' -0" H.M. H.M. G MI L L FURNISHED 4 INSTALLED BY G.G. NOTE REMOVED. " SEE ADDITIONAL SPECIFICATIONS FOR ENTRANCE DOORS ON THIS SHEET. /;\ FINISH SCHEDULE MARK MANUFACTURER TYPE/COLOR NOTES P -I BENJAMIN MOORE SUPER WHITE FIELD; SALES FLOOR, STOCK AREA, CORRIDOR @ R STROOME P -2 BENJAMIN MOORE #2060 -40 TORONTO BLUE • A . 0 R i � I H P -3 SIGN MANUFACTURER -- Alt 5 COLOR #186, LOW LUSTRE Fl MT -I AEROPOSTALE VENDOR CUSTOM ANTIQUE P '; • " - G NT 5, N . MT -2 AEROPOSTALE VEND R C TQM GRAPHIC; AMERICAN PRODUCTS, INC. GL -I GLA55 1/2" BUTT JOINTS WITH POLISHED EDGES GL -2 MIRROR J.+ .... I/4' MIRRORED GLASS W/ MACHINE POLISHED EDGES GL -3 AEROPOSTALE VENDOR 9 FGTRIFIED LIQUID CRYSTAL GLASS; FITTING ROOM DOORS GL 4 AEROPOSTALE VENDOR V4" CLEAR TEMPERED GL -5 AEROPOSTALE VENDOR I /2' CLEAR TEMPERED BUTT JOINTS WITH POLISHED EDGES AS APPLICABLE PF - I AEROPOSTALE VENDOR FLAV - 1815 A51: CUSTOM VINYL FLOORING 6" x 36° PL VGT -I AEROPOSTALE VENDOR ARMSTRONG CUSTOM PLASTIC LAMINATE ON MDF PANELS; FINISHED TO MATCH PF -I #51911 CLASSIC WHITE 12" X IT TILES; STOCK ROOM AND EXIT CORRIDOR B-I AEROPOSTALE VENDOR FINISHED TO MATCH MT -I 3-I/2" HIGH WOOD BASE 5-2 ROPPE 175 - SLATE 4" HIGH COVE RUBBER BASE WG -I AEROPOSTALE VENDOR — WALL PAPER WITH CUSTOM GRAPHICS T 2 DALTIL E VITRESTONE SELECT 8x8 COLOR: MTESTONE V501 8° x 8" TILES W/ MATCHING BULLNOSE P-4881 8x8, GROUP: CUSTOM BUILDING PRODUCTS #3,52 BONE; GEE NOTE #16 ACP -I USG -- RADAR WHITE 2' X 4' PANEL 4 GRID - SEE FINISH NOTE # 17 MUSIC SYSTEM: BOB GREENFIELD EC! PHONE - 9OS- 412 -'1500 VENDOR CONTACT LIST: G.G. TO CONTACT AEROPOSTALE PRIOR TO START OF CONSTRUCTION TO CONFIRM ALL VENDOR SUPPLIED ITEMS $ INSTALLATION if SCHEDULE. SECURITY SYSTEM: MIKE GIOSA 5EN5ORMATIG / APT PHONE - 215 -946 -8115 C L A S S T Y P E - 3 S P E C I F I C A T I O N S INTERIOR STOREFRONT /, FITTING ROOMS: JORGE GOMEZ AMERICAN PRODUCTS, INC. PHONE - 813- 925 -0144 EXT. 203 PERFORMANCE SPECIFICATION FOR CONTROL MECHANISMS OF GLASS TYPE 6L-3 IN FITTING ROOM DOOR ASSEMBLY: I. WHEN NO ONE IS IN THE FITTING ROOM, THE DOOR GLASS SHOULD RECEIVE AN ELECTRICAL CURRENT WHICH MAKES THE DOOR GLASS CLEAR. 2. WHEN SOMEONE ENTERS THE FITTING ROOM AND CLOSES THE DOOR, THE ELECTRICAL CONNECTION TO THE DOOR GLASS 15 BROKEN VIA THE FOLLOWING TWO MECHANISMS: A. A PROXIMITY SWITCH INSTALLED IN THE RECEIVER POCKET OF THUMBTURN DEADBOLT CUTS POWER TO THE DOOR GLASS. (NO DELAY) B. A MOTION DETECTOR IN THE CEILING OF THE DRESSING ROOM SENSES MOVEMENT. POWER 15 GUT TO THE DOOR GLASS VIA A TIME DELAY RELAY. CONTRACTOR TO CQODINATE DELAY TIMES WITH THE OWNER. THE MOTION DETECTOR SHOULD BE OF A TYPE THAT LIMITS ITS SENSITIVITY RANGE TO THE FOOTPRINT OF THE FITTING ROOM. THE ELECTRICAL CURRENT TO THE DOOR GLASS CANNOT BE RE- ESTABLISHED UNTIL THE DOOR IS OPENED. 3. ELECTRICAL POWER 15 RECONNECTED TO THE DOOR GLASS BY OPENING THE DOOR 11H15 15 THE ONLY WAY FI FCTRIGAL POWER GAN BE RESTORED TO THE DOOR GLASS. A PROXIMITY SWITCH ON THE DOOR FRAME SENSES THAT THE DOOR HAS BEEN OPENED. VIA A TIME DELAY SWITCH, THE GLASS ON THE DOOR 15 RE -GENERIZED (MAKING IT CLEAR). CONTRACTOR TO COORDINATE DELAY TIMES WITH THE OWNER CONTRACTOR TO COORDINATE INTEGRATION OF MOTION DETECTOR, JAMB MOUNTED PROXIMITY SWITCH, THUMBTURN PROXIMITY SWITCH, TIME DELAY RELAYS AND GLASS TYPE GL -3 WITH OWNER 5FEGIFIGATION FOR ENTRY DOOR - DOOR #1: 1 6' -O° / EQUAL EQUAL L ENTRY DOOR HARDWARE, EXCEPT AS NOTED BELOW, SIDE LITE FRAMING, AND GLAZING CHANNELS TO BE FURNISHED BY AEROPOSTALES VENDOR AND INSTALLED BY THE G.G. BASED ON THE FOLLOWING SPECIFICATIONS. GLASS 15 FURNISHED AND INSTALLED DY THE G.G. G.G. 15 TO FURNISH A FULL AND GOMPLEI t INSTALLATION OF ALL COMPONENTS. GLASS: A. FURNISH TEMPERED SAFETY GLASS. CLEAR, 1/2" THICK, MEETING ANSI 297.1 REGULATIONS. EDGES TO BE FLAT POLISHED. DOOR FITTINGS: A. DOOR STYLE TO BE TYPE B/P. I. FULL WIDTH EXTRUDED ALUMINUM DOOR RAIL AT BOTTOM 2. SMALL PIVOT PATCH FITTINGS AT TOP CORNERS. 3. FINISH TO BE CUSTOM POWDER GOAT FINISH TO MATCH AEROPOSTALE MT -I FINISH. HARDWARE: A. FURNISH (4) DUST PROOF FLOOR STRIKES TO HOLD DOOR IN OPEN POSITION. B. FURNISH PUSH/PULL HARDWARE AS FOLLOWS: I. I" DIAMETER METAL BARS 2. 12° BACK TO BACK CONFIGURATION 3. FINISH TO BE CUSTOM POWDER COATED TO MATCH AEROPOSTALE MT -I FINISH. G. FURNISH LOCKING DEVICES AS FOLLOWS: I. BOTTOM RAIL LOCK IN BOTTOM DOOR RAIL. 2. CYLINDER TO BE BEST MORTISE CYLINDER 1E74 - I -1/2" 626 (BY G.G.) 3. INTERIOR TO HAVE BEST MORTISE THUMB CYLINDER 626 (BY G.G.) D. FURNISH TRANSOM STOP AS FOLLOWS: I. TRANSOM STOP PATCH FITTING 2. FINISH TO BE CUSTOM POWDER COATED TO MATCH AEROPOSTALE MT -I FINISH. E. FURNISH TRANSOM SIDE -LITE LINK WITH PIVOT AS FOLLOWS: I. TRANSOM STOP PATCH FITTING 2. FINISH TO SE CUSTOM POWDER COATED TO MATCH AEROPOSTAI F MT -I FINISH. GLAZING CHANNEL: A. G.G. TO INSTALL GLAZING CHANNEL TO TOP OF SIDE -LITES AND GLASS TRANSOM. GLAZING CHANNEL TO BE FURNISHED BY AEROPOSTALE VENDOR TO MATCH AEROPOSTALE STANDARD GLAZING CHANNEL. FINISH TO BE AEROPOSTALE MT -I FINISH. FINISH NOTES ALL INTERIOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH CURRENT STATE AND LOCAL BUILDING GODES. THE G.G. SHALL PROVIDE ALL FLAME SPREAD AND SMOKE DENSITY RATINGS FOR FINISH MATERIALS TO THE BUILDING DEPT. AS REQUIRED. ALL INTERIOR WALL AND CEILING FINISHES SHALL MEET THE FOLLOWING SPECIFICATIONS: MALL SIDE WALLS $ CEILINGS A. GLASS 'B' FLAME 26 TO 75 MAX. SPREAD INDEX B. SMOKE DENSITY 300 MAX. RATING TENANT SIDE A. CLASS 'C' FLAME SPREAD INDEX B. SMOKE DENSITY RATING WALLS & CEILINGS 76 TO 200 MAX. 450 MAX. 3. ALL WOOD MUST BE CLASS 'A' FIRE RATED NON - COMBUSTIBLE MATERIAL. 4. ALL WOOD MILLWORK MUST BE CLASS 'A' STAMPED OR FURNISH MANUFACTURER'S CERTIFICATION. 5. ALL PAINTED SURFACES TO RECEIVE ONE (I) PRIME COAT AND TWO (2) FINISH COATS. S. PAINT FINISH TYPES AND LOCATIONS: FLAT FINISH - ALL INTERIOR GYP. BD. CEILINGS IN SALES AREA AND FITTING ROOMS. EGGSHELL FINISH -- ALL INTERIOR GYP. BD. WALLS IN SALES AREA AND FITTING ROOMS. LOW LUSTRE FINISH - ALL INTERIOR WOOD SURFACES AND DOORS. SEMI -GLOSS FINISH - ALL INTERIOR GYP. BD. WALLS IN TOILET ROOMS. ALL DOORS AND FRAMES TO BE PAINTED TO MATCH ADJACENT SURFACES. S. G.G. TO FURNISH AND INSTALL 4" HIGH COVE BASE IN STOCK ROOM AND EXIT CORRIDOR. COLOR AS SELECTED IN SCHEDULE. q. CUSTOM WALL PAPER ON GRAPHIC PANELS ALONG PERIMETER WALLS. SUPPLIED BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. G.C. TO COORDINATE WITH AEROPOSTALE. 10. RESTROOM SHEET VINYL FLOORING TO BE A SEAMLESS APPLICATION AND WILL CONTINUE UP WALLS FOR A 6° HIGH BASE. G.G. TO FURNISH AND INSTALL FLOORING AND ADHESIVE. USE HEAT WELD ROD COLOR 842354. G.G. TO FOLLOW MANUFACTURER'S INSTALLATION REQUIREMENTS. II. ALL MA I TRIALS INSTALLED SHALL BE A MINIMUM OF CLASS II. 12. ALL MATERIALS INSTALLED ON THE STOREFRONT SHALL BE A MINIMUM OF GLASS III. 13. MATERIALS NOT MEETING THE CLASS MINIMUMS IN NOTE #II 4 NOTE #I2, SHALL BE COVERED WITH A COATING OF NOT LESS THAN I/28' THICK THAT IS RATED FOR THE REQUIRED CLASSIFICATION. 14. AFTER INSTALLATION OF ALL MILLWORK G.G. TO TOUGH UP ANY SURFACES THAT MAY BE DAMAGED. 15. G.G. SHALL PAINT ALL NON -SALES AREA PARTITIONS $ GYP. BD. CEILINGS P -I. IF NO CEILING 15 SPECIFIED IN THE NON -SALES AREA, G.G. TO LEAVE DECK 4 STRUCTURE ABOVE UNPAINTED. 16. CERAMIC TILE FURNI4I FED AND INSTALLED BY G.G. GROUT COLOR TO BE "CUSTOM BUILDING PRODUCTS #382 BONE." 17. ACOUSTICAL CEILING PANELS IN THE STOCK AREAS, WHERE APPLICABLE, SHALL BE U56' RADAR SERIES #2310 OR EQUAL. 2' X 4' TILES WITH A STRAIGHT EDGE. ONE HOUR RATED TILES REQUIRED. DOOR /FRAME TYPES MAUL SIGNAGE, COORDINATE W/ FACILITIES DIRECTOR PEEP HOLE NOTES: -FIRE RATED DOOR ASSEMBLY - PAINTED PER THE CENTER'S SPECIFICATIONS - DOOR CLOSER [� TENANT SIDE OF DOOR •DD 2 2" HIGH DIE GUT VANDAL PROOF WHITE HELVETICA BLOCK STYLE LETTERS ON A RED BACKGROUND CENTERED AT 5' - 0" AFF. A 3 GENERAL BUILDING PERMIT / FEES OTHER PERMITS, FEES, INSURANCE TRASH REMOVAL 4 DUMPSTER CONCRETE SLAB - STRUCTURAL TEMPORARY BARRICADES CLEAN -UP 4 FINAL GLEANING STORE FRONT DEMOLITION NEUTRAL PIERS 8 LANDLORD BULKHEAD STOREFRONT METAL REVEALS STOREFRONT STEEL AND CONNECTIONS STOREFRONT GLASS DOORS AND HARDWARE STOREFRONT GLAZING CHANNELS STOREFRONT GLASS BRAKE METAL WITH VINYL GRAPHIC FIRE RATED WOOD BLOCKING FRAMING 4 SHEATHING BRAKE METAL STOREFRONT ENTRY STOREFRONT SIGN ASSEMBLY ` STOREFRONT FLIP FRAME GRAPHIC PANEL BLADE SIGN 4 HARDWARE GENERAL CONSTRUCTION DEMOLITION TRENCHING OF EXISTING SLAB DEMISING PARTITION 5T11D5 DEMISING PARTITION GYP. BD. CARPENTRY, ROUGH AND FINISH INTERIOR PARTITION GYP. BD., METAL STUDS, FURRING, ETC. SOUND INSULATION BLOCKING AND METAL STRAPPING GYPSUM BOARD CEILING 4 APPLICABLE FRAMING/ SUSPENSION CEILING ACCESS PANELS LIGHT COVES, SOFFITS 4 APPLICABLE FRAMING ACOUSTICAL CEILING TILES B SUSPENSION SYSTEM DOORS 8 FRAMES (EXCEPT FITTING ROOMS) DOOR HARDWARE (EXCEPT FITTING ROOMS) FITTING ROOM DOORS, FRAMES AND HARDWARE SALES. AREA AND FITTING ROOM MIRROR FRAMES SALES AREA AND FITTING ROOM MIRRORS AND MASTICS GRAPHIC PANEL FRAMES WALLPAPER FOR GRAPHIC PANELS PAINTING FLOOR PREPARATION TILE FLOORING $ GROUT PLANK FLOORING PLASTIC LAMINATE PLATFORMS REDUCER STRIP ADHESIVES, ETC FLOOR TRANSITION STRIPS METAL BASE TRIM - MT -I WOOD BASE VGT VINYL BASE SHEET VINYL FLOORING (RESTROOMS ONLY) FLOOR PROTECTION PEDIMAT ENTRANCE MAT TOILET ACCESSORIES FIRE EXTINGUISHERS GRAPHIC BOXES BACKWRAP GRAPHIC BOXES @ PERIMETER SOFFIT FIXTURES PERIMETER FIXTURES (WALL PANELS, DIVIDER PANELS 4 SHELVING) PERIMETER FIXTURE/NALL SYSTEM HARDWARE CASHWRAP 4 BACKINRAP CASH REGISTERS 8 EQUIPMENT FREE STANDING FIXTURES FITTING ROOM ACCESSORIES FITTING ROOM BENCH VISUAL FIXTURE/MANNEQUINS, ETC. 'ALU' MERCHANDISE DISPLAY TRACKS FEATURE WALL FEATURE WALL HARDWARE MANAGERS DESK, LIGHT, SHELVING $ SAFE LOCKERS ALL NON -SALES SHELVING MECHANICAL HVAG UNITS ROOF WORK HVAG UNIT CURB HVAG DISTRIBUTION - DUCTWORK, DIFFUSERS, EEG. AIR BALANCING EXHAUST FAN $ VENTING RETURN AIR GRILLE HVAG SERVICE CALLS HVAG FILTER CHANGE SMOKE DETECTION HEAT DETECTION SMOKE EVACUATION SYSTEM FIRE SPRINKLER SHUT-OFF TRANSFER GRILLE FIRE DAMPERS SPRINKLER SYSTEM MODIFICATION PLUMBING FIXTURES (NG ACCESSIBLE) WAIER & SEWER STUB/PIPING METER SOCKET ELECTRICAL SERVICE TRANSFORMER ELECTRICAL PANELS WIRING, CIRCUITING, RECEPTACLES, SWITCHES, ETC. EMERGENCY LIGHTING LIGHT FIXTURES 4 TRACK LAMPS EXIT SIGNS CONNECTION $ WIRING OF CASHWRAP/ BAGKWRAP CONNECTION 4 WIRING OF AMOEBA FIXTURES FIRE ALARM TELEPHONE SYSTEM TELEPHONE, P.0.5. SYSTEM CONDUIT P05 SYSTEM PANEL ALARM DEVICE AT REAR DOOR DOOR BUZZER AT STOCKROOM DOOR BUZZER CONTACT AT STOCKROOM SENSORMATIC SECURITY SYSTEM ( *SEE NOTE 2 BELOW) SOUND SYSTEM MAIN SIGN WHIP OUTLETS FOR SEASONAL GASHWRAPS RESPONSIBILITY SCHEDULE 2 REFER TO MECHANICAL SHEETS FOR ADDITIONAL INFORMATION ELECTRICAL - REFER TO ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION u� ce REMARKS • • • • • • • • • • • ?•: • • L s SEE NOTE #I BELOW .: • • • • • • • • • • • • • 0 • • PORTION OF BACK WALL MALL FLOORING - COORDINATE REPLACEMENT W/ MALL MANAGEMENT FURNISHED BY FIXTURE VENDOR MILLWORK PACKAGE MILLWORK PACKAGE MILLWORK PACKAGE MILLWORK PACKAGE MILLWORK PACKAGE MILLWORK PACKAGE MILLWORK PACKAGE SEE NOTE #I BELOW SEE NOTE #I BELOW • • SEE NOTE #I BELOW SEE NOTE #1 BELOW REVIEWED FOR NC I I LANDLORD SYSTEM, NO WORK IN SPACE SEE MECHANICAL PLANS FOR MORE INFO 200 AMP DISCONNECT IN SPACE, CII E3 SEE CONTACT INFO ON THIS SHEET SEE CONTACT INFO ON THI5 SHEET APR - 3 76118 bUIw G irviSION J • FOR I YEAR AFTER TURN -OVER INCLUDING REGULAR MAINTENANCE • FOR I YEAR AFTER TURN-OVER INCLUDING REGULAR MAINTENANCE CONTACT AEROPOSTALE PROJECT MANAGER CONTACT AEROPOSTALE PROJECT MANAGER GENERAL RESPONSIBILITY NOTE(5): I. G.G. TO CONTACT THE MALL OPERATIONS MANAGER TO VERIFY ANY /ALL REQUIRED CONTRACTORS FOR THIS MALL. THE G.G. 15 TO PROVIDE ALTERNATE BID(S) FOR ALL LANDLORD REQUIRED CONTRACTORS. 2. GC WILL BE RESPONSIBLE TO CONTACT SENSORMATIC DURING THE FIRST WEEK OF CONSTRUCTION TO SCHEDULE A SITE VISIT BY A SENSORMATIC TECHNICIAN THE TECHNICIAN WILL AT THAT TIME, PERFORM A TEST TO DETERMINE THE CAPABILITY OF THE SECURITY SYSTEM WITH THE EXISTING CONDITIONS. DATE: 11/23/07 JOB NO: ID TI 3 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 A CO C) . 3 L W I R - CE VED !! R 212008 DEE MIT CENTEF 7.0 rtzi 4\EVISION 2 / � EVISION 3 L .EVISION 4 EVISION 5 REVISIONS /NREvISION 1 on (0 N VENDOR vE\IDOR LIST Co co co 0) 12/27/07 01/23/08 02/20/08 03/17/08 03/20/08 SHEET NUMBER I -HOUR RATED CEILING SYSTEM. SEE SHEET A4 FOR SPECIFICATIONS. pis - '=ba . cs?%3:': w4' '"t'.Ar' 4. I 1, S A '�� r l�U tl b 'e..1.. v ' §5���'�.i�ffji�Q+$��`$..F'7):.V ..lV.;�iG} ..�` fr�.�'^� F'� T.fiYl�'`.�.- %%'�;[2 ICI ♦- 411 ♦_ §IM ; ms s %!!!!! / / / / / / / / / /./ -- — - - --- -- ,u' ot sv4::.,..4i . ,iuYA•3fa`'� {. •4'.;k`'.'�.�-.rxz ":.'sY v,� ion Y e;•` og , '71 oatizo . w,a°1. .rz . ceFiE�> r- e. z� .tu�.til#Yf�c��i.��c;� �F '�-' : �t. �:" �,ra�,x�R'ea��:2 fia .cam. - � •. �::- Vic �s'�£�Yrf, X11 ° '.�3a � T�.x��n�.::;� " �reffiSz " r � - ETSM2 iii ASeat - c •a :tdn"Wie ccy �,rraaa"G iewirmomm i3a a k'a-!S :"4.W. KE Tra f1x :�S`ITZ -S£iR AMNID }i SP' }S a:3< 'cn�' .: =:t iii ...ZM,,,aaaaiz'V.ffixtwssgar,gmfs,tt,m':-v...ti.tMr,..FeEaa:Vft:W2:e2AiV,MWWSg:ia$,MM'fgagiitn'atrZNKZdtis;niaf.:M??;:!,M..xatWMIM::tra3ZN.KM4 4 ." VV �.ss 7 `.�, x �sr, s, . F. c a EM fYi i* Z i r a i'6 r rsiMB:iM' Ml ? t 'F a IEE a 5/8" TYPE 'X' GYP. D. LIGHT TENT TOP 5 J Scale: 1 1/2" = 1" -0" A5 3' -2 I/2" CLEAR LIGHTING PLAN Scale: 1 /4" =1 S LIGHT TYPE 'A' 4 LIGHT TYPE °A' TENTING DETAIL OVERLAP GYP. BD. 1/4" MIN. JOINTS AS SHOWN, TYP. FIRE TAPE ALL INTERIOR CORNERS 6d NAILS ® O.G. MIN. 5/S" TYPE 'X' GYP. BD. LIGHT TEN BOX SIDES, TYP. I -HOUR RATED CEILING SYSTEM. SEE SHEET A4 FOR SPECIFICATIONS. I -HOUR RATED CEILING SYSTEM. SEE SHEET A4 FOR SPECIFICATIONS. (k OF FIXTURE OF COVE 5/8" TYPE 'X' GYP. BD. LIGHT TENT TOP LIGHT TYPE 'C' TENTING DETAIL A5} Scale: 1 1/2" = 1' -0" ¢, OF DIVIDER OVERLAP GYP. BD. 1/4" MIN. JOINTS AS SHOWN, TYP. FIRE TAPE ALL INTERIOR CORNERS 6d NAILS @ 6" O.G. MIN. 5 /S° TYPE 'X' GYP. BD. LIGHT TENT BOX SIDES, TYP. I -HOUR RATED CEILING SYSTEM. SEE SHEET A4 FOR SPECIFICATIONS. ¢ OE FIXTURE KEY NOTES: ¢ OF GRAPHIC BOX 2 Scale: 3" = 1' -0" GYP. BD. CEILING SUSPENSION SYSTEM SEE DETAIL 2/A4. 5/$" TYPE 'X' GYP. B. CEILING; PAINT P -I SURFACE MOUNTED LIGHTING TRACK. MOUNTED TO GYP. BD. CEILING WITH TOGGLE BOLTS, SEE LIGHTING DRAWINGS FOR LOCATIONS TRACK LIGHT FIXTURE - 'B' LIGHT TRACK HANGING DETAIL GENET AL NOTES: A. REFER TO ELECTRICAL DRAWINGS FOR. ADDITIONAL INFORMATION AND REQUIREMENTS. B. TRACK, LIGHT FIXTURES 4 LAMPS FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.C. C. NO -JUNCTION BOXES TO BE INSTALLED BELOW THE CEILING HEIGHT. D. THE EMERGENCY LIGHTS WILL PROVIDE AN AVERAGE OF ONE (I) FOOTGANDLE ALONG THE ENTIRE MEANS OF EGRESS PER NFPA 101; IA E. REFER TO SHEET A4 FOR. REFLECTED CEILING PLAN NOTES AND DETAILS. F. DIMENSIONS ARE TO THE CENTERLINE OF OBJECTS, UNLESS NOTED OTHERWISE. I. CENTERLINE OF STORE. 2. EXIT LIGHT TO BE WALL MOUNTED ON BRAKE METAL BULKHEAD, SEE SHEET AS. S. TRACK LIGHTS TO BE SURFACE MOUNTED TRACKS ON CEILING - SEE DETAIL 2/A5 (TYP). 4. GASHWRAP LIGHT FIXTURES RECESSED IN MILLWORK. G.G. TO COORDINATE WITH MILLWORK PACKAGE $ AEROPOSTALE LIGHT VENDOR. 5. LIGHT FIXTURES IN FEATURE WALL TO BE COORDINATED WITH MILLWORK PACKAGE. SEE DETAIL 4/A2. 6. BAMBOO AMOEBA FIXTURE LIGHTS ARE RECESSED IN FIXTURE. G.G. TO COORDINATE WITH MILLWORK PACKAGE 4 AEROPOSTALE LIGHT VENDOR. T. REFER TO DETAIL 4/A4 FOR LIGHT LOCATION IN COVE. SURFACE MOUNTED LAMPS IN COVE TO HAVE BLUE SLEEVE, GAM COLOR *T740, OFF -BLUE (FURNISHED BY AEROPOSTALE VENDOR; INSTALLED BY G.G. I0' -2" A.F.F. ¢. OF FIXTURE 2 1/2" X 20 GA. METAL STUDS 16" O.C. TO STRUCTURE ABOVE (TYP) 2 1/2" X 20 GA. METAL STUD DIAGONAL BRACING @ 16" O.G., TYP. FEED TO GRAPHIC BOX, COORDINATE W/ ELECTRICAL DRAWINGS LIGHT FIXTURE, SEE LIGHTING PLANS FOR MORE INFORMATION 1' -104" 21_2 111 4 OF DIVIDER + + + + Q cn�so n m � + + + + q' -O° A.F.F 5/S° TYPE 'X' GYP. BD. CEILING ON METAL STUDS; PAINT P -I PRE -FAB LAMINATED MELAMINE PANELS, STANDARDS, BLOCKING AND "J" CHANNELS FURNISHED BY AEROPOSTALE VENDOR & INSTALLED BY G.C, SEE FIXTURE INSTALLATION GUIDE ADJACENT WALL GYP. BD. METAL CHANNEL CORNER BEAD, TYP. 5 /s" TYPE 'X' GYP. BD. 12' -0" A.F.F. 3 PERIMETER LIGHT COVE DETAIL @ GRAPHIC BOX Scale: 1 1/2" = 1'-0" i0" TYP LEASE LINE REVIEWED FOR CODE COMPLIANCE APPROVED APR - 3 2008 �tY Of Tukwila B ILDINC DIVISI•.N 5 /S" TYPE 'X' GYP. SD. LIGHT COVE, PAINT P -I, IYP. 13' -I" A.F.F. METAL FRAMING, BRACING AS REQ'D 5 /S" TYPE 'X' GYP. BD. ON USG SUSPENSION SYSTEM, SEE DETAIL 2/A4. PAINT P -I (2) 6 HIGH METAL STRAPS AT TOP AND CENTER OF GRAPHIC BOX ATTACHED TO METAL STUDS BEHIND (2) GRAPHIC BOXES FURNISHED BY AEROPOSTALE VENDOR $ INSTALLED BY G.G. FACE OF GRAPHIC BOX TO BE FLUSH W/ FACE OF GRAPHIC PANEL. GRAPHICS BOX TO BE PRE - FINISHED ALL SIDES TO MATCH MT -I DATE: 11/23/01 JOB NO: 01193 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 7• m REVISION S REVISION 5 N N 02/20/08 03/20/08 REVISIONS a n 88E17 C;( :H Al' ;r PL.0,4N1 4 DETAILS RECE /VET MAR 212008 PERMIT CENTER SHEET NUMBER TUKWILA, WA Project Coordination SOUTHCENTER 011q3-Acill-REV 5-03200Si:41g March 20 200E3 - 12:4S pm L I H T I N F I X T U R E S G 'f-1 E U L_ E SYMBOL TYPE MFR PRODUCT NO. FINISH DESCRIPTION LAMPING MTG. METHOD MTS. HGT. VOLTS COMMENTS T# TRACK JUNO TSWH -S', T12WH -12' WHITE MNTD TRACK --- --- CEILING 12' -O" 120 T# j TRACK LENGTH, REFER TO ELECTRICAL DINGS. FOR TRACK LENGTHS; SURFACE MOUNTED; I CIRCUIT TRACK A CON-TECH RAN3520MHX3 -BP2 WHITE RECESSED STORE FRONT AGGEfr (g) 3qW MH PAR20 REG1 =55ED 12' -O" 120 RECESSED ADJUSTABLE ACCENT CLUSTER; ELECTRONIC BALLAST; SEE DETAIL 4/A5 FOR FIRE RATED TENT.. cob B G JUNO LI JUNO SP3011WH WHITE ACCENT (1) 3GIW MH PAR20 TRACK 12 120 TRACK MOUNTED SINGLE LAMP ADJUSTABLE ACCENT FIXTURE; ELECTRONIC BALLAST 4X�1142HU /4XgPLGGDW M4A- P20 -3ciE WHITE PEWTER RECESSED SALES FLOOR ACCENT RECESSED STOREFRONT ACCENT (I) GF42DT/E /IN835 (1) GDM35 PAR20/M /F REG!~55ED REG1;f Ep 12' -O" GLG. HST. 120 120 RECESSED ADJUSTABLE ACCENT CLUSTER; ELECTRONIC BALLAST; SEE DETAIL 5/A5 FOR FIRE RATED TENT. RECESSED ADJUSTABLE ACCENT CLUSTER; ELECTRONIC BALLAST `' F $ROAN - NUTONE 680 WHITE FAN/LIGHT (I) IOD WATT INLAND. SURFACE GLG. HGT. 120 - -- G A+L 4W -KD -TS -2x32 WHITE STRIP LIGHT (2) 3211 TS 3500K SURFACE GLG, HGT. 120 MOUNTING COMPONENTS FURNISHED $ INSTALLED BY G.G. I I H A+L SS /SID- IF32T8.4S" WHITE (I) 321 TS 3500K SURFACE COVE 120 ONE LAMP STAGGERED MOUNTED FLUORESCENT STRIP FIXTURE IN PERIMETER COVE 1-----1 I J 15- C- 2- 11- ES -I -5 I/4 "X24" CHROME STRIP LIGHT (2) 1 T$ 3500K WALL MOUNT 4' -4" 120 2' -O" SURFACE MOUNTED FLUORESCENT FIXTURE IN FITTING ROOM J -I LAMAR B- C- I- 32- E$ -I -4 1/4 "X46" CHROME STRIP LIGHT (I) 321 TS 3500K WALL MOUNT q' - 4" 120 4' -0" SURFACE MOUNTED FLUORESCENT FIXTURE IN FITTING ROOM 1 ■ 0 L FOCUS CPL- 3$- NL- E0-53LT BLACK BAMBOO FIXTURE LIGHT (I) gOPAR/HIR/SPI2XL FACTORY MOUNTED IN FIXTURE 120 UPLIGHT LAMP; HARDWIRE TO RECESSED J -BOX IN FLOOR I M A +L 55 /51D- IF4OTS -60' WHITE PERIMETER MIXTURE (I) 40W T$ 35OOK SURFACE IO' -2 "\ COVE 120 SURFACE MOUNTED FLUORESCENT BARE LAMP ACCENT STRIP; ELECTRONIC BALLAST M -2 A +L 55/51D - IF25T$ -36" WHITE PERIMETER FIXTURE (I) 25W T$ 350OK SURFACE 10 1-2"\ COVE 120 SURFACE MOUNTED FLUORESCENT BARE LAMP ACCENT STRIP; ELECTRONIC BALLAST N HERA LIGHTING ES5gBFPI -WW/BG -AFRO WHITE SHELF ACCENT LIGHTING (I) 55W T5 - IN FIXTURE 120 SURFACE MOUNTED FLUORESCENT STRIP; ELECTRONIC BALLAST a P A +L STG -2- FIB -T$ WHITE STRIP LIGHT (2) IOW TS 3500K FACTORY MOUNTED GASH WRAP 120 SURFACE STAGGERED MOUNTED FLUORESCENT STRIP IN CASHWRAP COUNTER; ELECTRONIC BALLAST W NXPB3RWH ® EXIT LIGHT INCLUDED ` OR CEILING — 120 • *SEE ELEVATIONS FOR STOREFRONT EXIT SIGN MTG. HGT. v WI NAVILITE NIWH WHITE EMER. LIGHT INCLUDED II' -3" DUAL - -- W2 APERION APR- 25- UNIV -SERO- MOD- SS -WH/WH WHITE RECESSED EMER. LIGHT (2) 251 MRI6 CEILING 12' -0" 120 COMPLETE SELF - CONTAINED UNIT WITH AUTOMATIC DOOR OPERATION EM R CON -TECH RAS142HEMV -(1)42N NTT- GTRS42TH -P -W 1T WHITE ENTRY DOWNLIGHT (I) 421/4 TTT RECESSED q' - O" 120 RECESSED DOWNLIGHT I -HOUR RATED CEILING SYSTEM. SEE SHEET A4 FOR SPECIFICATIONS. pis - '=ba . cs?%3:': w4' '"t'.Ar' 4. I 1, S A '�� r l�U tl b 'e..1.. v ' §5���'�.i�ffji�Q+$��`$..F'7):.V ..lV.;�iG} ..�` fr�.�'^� F'� T.fiYl�'`.�.- %%'�;[2 ICI ♦- 411 ♦_ §IM ; ms s %!!!!! / / / / / / / / / /./ -- — - - --- -- ,u' ot sv4::.,..4i . ,iuYA•3fa`'� {. •4'.;k`'.'�.�-.rxz ":.'sY v,� ion Y e;•` og , '71 oatizo . w,a°1. .rz . ceFiE�> r- e. z� .tu�.til#Yf�c��i.��c;� �F '�-' : �t. �:" �,ra�,x�R'ea��:2 fia .cam. - � •. �::- Vic �s'�£�Yrf, X11 ° '.�3a � T�.x��n�.::;� " �reffiSz " r � - ETSM2 iii ASeat - c •a :tdn"Wie ccy �,rraaa"G iewirmomm i3a a k'a-!S :"4.W. KE Tra f1x :�S`ITZ -S£iR AMNID }i SP' }S a:3< 'cn�' .: =:t iii ...ZM,,,aaaaiz'V.ffixtwssgar,gmfs,tt,m':-v...ti.tMr,..FeEaa:Vft:W2:e2AiV,MWWSg:ia$,MM'fgagiitn'atrZNKZdtis;niaf.:M??;:!,M..xatWMIM::tra3ZN.KM4 4 ." VV �.ss 7 `.�, x �sr, s, . F. c a EM fYi i* Z i r a i'6 r rsiMB:iM' Ml ? t 'F a IEE a 5/8" TYPE 'X' GYP. D. LIGHT TENT TOP 5 J Scale: 1 1/2" = 1" -0" A5 3' -2 I/2" CLEAR LIGHTING PLAN Scale: 1 /4" =1 S LIGHT TYPE 'A' 4 LIGHT TYPE °A' TENTING DETAIL OVERLAP GYP. BD. 1/4" MIN. JOINTS AS SHOWN, TYP. FIRE TAPE ALL INTERIOR CORNERS 6d NAILS ® O.G. MIN. 5/S" TYPE 'X' GYP. BD. LIGHT TEN BOX SIDES, TYP. I -HOUR RATED CEILING SYSTEM. SEE SHEET A4 FOR SPECIFICATIONS. I -HOUR RATED CEILING SYSTEM. SEE SHEET A4 FOR SPECIFICATIONS. (k OF FIXTURE OF COVE 5/8" TYPE 'X' GYP. BD. LIGHT TENT TOP LIGHT TYPE 'C' TENTING DETAIL A5} Scale: 1 1/2" = 1' -0" ¢, OF DIVIDER OVERLAP GYP. BD. 1/4" MIN. JOINTS AS SHOWN, TYP. FIRE TAPE ALL INTERIOR CORNERS 6d NAILS @ 6" O.G. MIN. 5 /S° TYPE 'X' GYP. BD. LIGHT TENT BOX SIDES, TYP. I -HOUR RATED CEILING SYSTEM. SEE SHEET A4 FOR SPECIFICATIONS. ¢ OE FIXTURE KEY NOTES: ¢ OF GRAPHIC BOX 2 Scale: 3" = 1' -0" GYP. BD. CEILING SUSPENSION SYSTEM SEE DETAIL 2/A4. 5/$" TYPE 'X' GYP. B. CEILING; PAINT P -I SURFACE MOUNTED LIGHTING TRACK. MOUNTED TO GYP. BD. CEILING WITH TOGGLE BOLTS, SEE LIGHTING DRAWINGS FOR LOCATIONS TRACK LIGHT FIXTURE - 'B' LIGHT TRACK HANGING DETAIL GENET AL NOTES: A. REFER TO ELECTRICAL DRAWINGS FOR. ADDITIONAL INFORMATION AND REQUIREMENTS. B. TRACK, LIGHT FIXTURES 4 LAMPS FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.C. C. NO -JUNCTION BOXES TO BE INSTALLED BELOW THE CEILING HEIGHT. D. THE EMERGENCY LIGHTS WILL PROVIDE AN AVERAGE OF ONE (I) FOOTGANDLE ALONG THE ENTIRE MEANS OF EGRESS PER NFPA 101; IA E. REFER TO SHEET A4 FOR. REFLECTED CEILING PLAN NOTES AND DETAILS. F. DIMENSIONS ARE TO THE CENTERLINE OF OBJECTS, UNLESS NOTED OTHERWISE. I. CENTERLINE OF STORE. 2. EXIT LIGHT TO BE WALL MOUNTED ON BRAKE METAL BULKHEAD, SEE SHEET AS. S. TRACK LIGHTS TO BE SURFACE MOUNTED TRACKS ON CEILING - SEE DETAIL 2/A5 (TYP). 4. GASHWRAP LIGHT FIXTURES RECESSED IN MILLWORK. G.G. TO COORDINATE WITH MILLWORK PACKAGE $ AEROPOSTALE LIGHT VENDOR. 5. LIGHT FIXTURES IN FEATURE WALL TO BE COORDINATED WITH MILLWORK PACKAGE. SEE DETAIL 4/A2. 6. BAMBOO AMOEBA FIXTURE LIGHTS ARE RECESSED IN FIXTURE. G.G. TO COORDINATE WITH MILLWORK PACKAGE 4 AEROPOSTALE LIGHT VENDOR. T. REFER TO DETAIL 4/A4 FOR LIGHT LOCATION IN COVE. SURFACE MOUNTED LAMPS IN COVE TO HAVE BLUE SLEEVE, GAM COLOR *T740, OFF -BLUE (FURNISHED BY AEROPOSTALE VENDOR; INSTALLED BY G.G. I0' -2" A.F.F. ¢. OF FIXTURE 2 1/2" X 20 GA. METAL STUDS 16" O.C. TO STRUCTURE ABOVE (TYP) 2 1/2" X 20 GA. METAL STUD DIAGONAL BRACING @ 16" O.G., TYP. FEED TO GRAPHIC BOX, COORDINATE W/ ELECTRICAL DRAWINGS LIGHT FIXTURE, SEE LIGHTING PLANS FOR MORE INFORMATION 1' -104" 21_2 111 4 OF DIVIDER + + + + Q cn�so n m � + + + + q' -O° A.F.F 5/S° TYPE 'X' GYP. BD. CEILING ON METAL STUDS; PAINT P -I PRE -FAB LAMINATED MELAMINE PANELS, STANDARDS, BLOCKING AND "J" CHANNELS FURNISHED BY AEROPOSTALE VENDOR & INSTALLED BY G.C, SEE FIXTURE INSTALLATION GUIDE ADJACENT WALL GYP. BD. METAL CHANNEL CORNER BEAD, TYP. 5 /s" TYPE 'X' GYP. BD. 12' -0" A.F.F. 3 PERIMETER LIGHT COVE DETAIL @ GRAPHIC BOX Scale: 1 1/2" = 1'-0" i0" TYP LEASE LINE REVIEWED FOR CODE COMPLIANCE APPROVED APR - 3 2008 �tY Of Tukwila B ILDINC DIVISI•.N 5 /S" TYPE 'X' GYP. SD. LIGHT COVE, PAINT P -I, IYP. 13' -I" A.F.F. METAL FRAMING, BRACING AS REQ'D 5 /S" TYPE 'X' GYP. BD. ON USG SUSPENSION SYSTEM, SEE DETAIL 2/A4. PAINT P -I (2) 6 HIGH METAL STRAPS AT TOP AND CENTER OF GRAPHIC BOX ATTACHED TO METAL STUDS BEHIND (2) GRAPHIC BOXES FURNISHED BY AEROPOSTALE VENDOR $ INSTALLED BY G.G. FACE OF GRAPHIC BOX TO BE FLUSH W/ FACE OF GRAPHIC PANEL. GRAPHICS BOX TO BE PRE - FINISHED ALL SIDES TO MATCH MT -I DATE: 11/23/01 JOB NO: 01193 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 7• m REVISION S REVISION 5 N N 02/20/08 03/20/08 REVISIONS a n 88E17 C;( :H Al' ;r PL.0,4N1 4 DETAILS RECE /VET MAR 212008 PERMIT CENTER SHEET NUMBER TUKWILA, WA Project Coordination SOUTHCENTER 011q3-Acill-REV 5-03200Si:41g March 20 200E3 - 12:4S pm EXISTING NEUTRAL PIER TO REMAIN 3 /4" CLEAR ANODIZED ALUMINUM REVEAL; FURNISHED 4. INSTALLED BY G.G. L N- I s A6 I ? EXISTING cy MALL NEUTRAL PIER TO REMAIN DATUM 4 A6 STOREFRONT ELEVATION Scale: 1/2" = 1' -0" 6 I EXST. EN f 10 OF NEUTRAL PIER 5 . 10" HOLD METAL REVEAL OF NEUTRAL PIER. 4 111 1 111 tiff 11111111 11111' I Scale: 1/2" = 1' -0" GL { GLAZING CLIPS FURNISHED' BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. SPACED AS SHOWN. , BRAKE METAL PIER, SEE 4/Al. GE OF RAISED 2" TRIM TOP 4 PLATFORM. BOTTOM 3/4" CLEAR ANODIZED ALUMINUM REVEALS; FURNISHED & INSTALLED BY G.G. BRAKE METAL W/ VINYL GRAPHIC', FURNISHED BY AEROPOSTALE VENDOR, _ INSTALLED BY G.G. 1/4" CLEAR TEMPERED ©"'— TEM GLASS, FURNISHED 4 1NSTALLE BY G.G. 1/2" CLEAR TEMPERED PLATE GLASS IN/ POLISHED EDGES 4. BUTT JOINTS f �fm LINE OF COVE ABOVE - SEE DETAIL 5/A4 III GLA55 SEAM 10 1/4" HIGH GLAZING BASE, PRE - FINISHED MT -I PRE - FINISHED STOREFRONT FRAMING SYSTEM, MT-I ENLARGED STOREFRONT PLAN Y • LINE OF MALL FINISHED FLOOR EXISTING STRUCTURAL COLUMN; STUDS 4 GYP. D. BY G.G. ENTRY BULKHEAD WRAP1 -'ED BRAKE METAL; MT -I. SEE DETAIL I /A7 0 III �I I . 11I k il l *II -Q I-51" / 10" _/ HOLD' 10" HOL 4 GL r: in Di 7 AER a r I/2" CLEAR TEMPERED PLATE GLASS W/ POLISHED EDGE-5 4 BUTT JOINTS GL ■ tn /C N SIGNAGE ABOVE- SEE SHEET SGI POST CURVING LEASE LINE 6" HIGH INTERNALLY ILLUMINATED L i i ERs WITH ACRYLIC FACES, FABRICATED SIGN ASSEMBLY BY GN CONTRACTOR. SEE SHEET SGI f • GL 5 IO' -O" IO' -O" OPENING 36' -44 37' -5" LEASE LIMITS LINE OF SEAM IN PRE- FINISHED BRAKE METAL PANELS, MT -I SWINGING GLASS DOORS, SEE 151. 36' -44" EXTENT OF STOREFRONT 37 -5" LEASE LINE EXTENT OF STOREFRONT ENTRY COLUMNS WRAPPED IN BRAKE METAL, FINISH MT -I. SEE PLAN DETAILS ON THIS SHEET FOR MORE INFORMATION GL OF STORE 2" MT -I TRIM AT CEILING HEIGHT, TERMINATE IN CORNERS AT STOREFRONT. SEE SECTIONS 4 INTERIOR ELEVATIONS. O 0 2 D- 0 r NE (I) SURFACE MOUNTED FLIP FRAME GRAPHIC 't I ANEL EACH SIDE (SEE 4/A6 4 I /Al), TYP. ;f 1 HOL 10" / HOL I z L IL O I 0 I- 0 4 EXISTING MALL BULKHEAD TO REMAIN. /�� % __ BRAKE METAL IN/ VINYL GRAPHIC, FURNISHED BY--------_J ----- AEROPOSTALE VENDOR, INSTALLED ar G.G. A- GLASS SEAM --- .- PRE - FINISHED STOREFRONT FRAMING SYSTEM, MT -I EDGE OF RAISED PLATFORM. N 2 T GLAZING CLIPS FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED 5Y G.G. SPACED AS SHOWN. IO I/4" HIGH GLAZING BASE, PRE - FINISHED MT -I 1/4" CLEAR TEMPERED GLASS, FURNISHED $ INSTALLED BY G.G. — f PO. 0(0 NOTE: LEASE LINE 15 CURVED. TENANT STOREFRONT 15 STRAIGHT. G.G. TO CONSTRUCT STOREFRONT ON STRAIGHT LINE BETWEEN TWO DATUM POINTS. SEE 2/A6. LINE OF COVE ABOVE - SEE DETAIL 3/A4 NOTE: * DENOTES THAT THE STOREFRONT BASE DIMENSIONS ARE TO THE OUTSIDE FACE OF THE BOTTOM GLAZING CHANNEL. 0 BRAKE METAL PIER, SEE 5/A6. 3 /4" CLEAR ANODIZED ALUMINUM REVEALS FURNISHED 4 INSTALLED BY G.G. IOU OLD - N 10" II lk DATUM cQi cn N- 1 EXISTING NEUTRAL PIER TO REMAIN 3 /4" CLEAR ANODIZED ALUMINUM REVEAL; FURNISHED $ INSTALLED BY G.G. ¢. OF NEUTRAL PIER O 4 " METAL REVEAL 511 6- 4 EXST. — � OF NEUTRAL PIER 0 cv • In EXISTING MALL NEUTRAL PIER TO REMAIN A6 LINE OF RAISED PLATFORM FACE OF DEMISING PARTITION. BRAKE METAL FINISH, MT -I, WITH 2" TRIM TOP $ BOTTOM. TERMINATE BRAKE METAL IN CORNER. 3 /8" FLAME RETARDANT PLYWOOD OVER 20 GAUGE 2 METAL STUDS TO BULKHEAD ABOVE FURNISHED INSTALLED BY G.G. BRAKE METAL PIER (MT -I) APPLIED TO PLYWOOD; FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. CURVING LEASE LINE MALL FLOORING TO GLAZING BASE, TYP. ■ FACE OF PURR OUT PARTITION, PAINT P -I SEE Al FOR WALL TYPE. 3 /4" REVEAL BY G.G. FACE OF NEW GYP. BD. PAINT P -I ALL SIDES STOREFRONT GENERAL NOTES: A. G.G. TO REPAIR ANY DAMAGES TO THE LANDLORD'S EXISTING FINISHES. DAMAGE CAUSED BY THE G.C. 15 TO BE REPAIRED AT THE G.C.'S EXPENSE. B. G.G. TO INSTALL ALL NEW STOREFRONT ITEMS EXCEPT THE SECURITY SYSTEM AND SIGN. G .C. TO COORDINATE INSTALLATION WITH SECURITY VENDOR. SEE 151 FOR CONTACT INFORMATION. C. ALL STOREFRONT FRAMING (GLAZING EASE, TOP GLAZING CHANNEL, FRAMING MEMBERS) FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. D. BRAKE METAL TO BE SHOP PRE - FINISHED MT -I; BY AEROPOSTALE VENDOR $ INSTALLED BY G.G. E. RESIN COMPOSITE PANELS (R -I) FURNISHED BY AEROPOSTALE VENDOR 4 INSTALLED BY G.G. F. REFER TO 56I FOR SIGN DETAILS. PRE - FABRICATED SIGN ASSEMBLY FURNISHED $ INSTALLED BY SIGN CONTRACTOR. G.G. TO PRE -DRILL HOLES 4 INSTALL ATTACHMENT PLATE. G. SURFACE MOUNTED FLIP FRAME GRAPHIC PANELS AT STOREFRONT ARE FURNISHED BY AEROPOSTALE VENDOR $ INSTALLED BY G.G. P A L• 55T BOTTOM GLAZING BASE. /2" CLEAR TEMPERED PLATE GLASS -GL -5 FOR STOREFRONT DOORS ONLY. SURFACE MOUNTED FLIP FRAME, FINISH MT -I SEE SECTION I /Al. GLASS DOORS, SEE ISI. RIGHT STOREFRONT DETAIL Scale: 1 1 /2" = 1' -0" 18 GAUGE, 8" METAL STUDS TO STRUCTURE ABOVE. SEE SHEET 501 FOR DETAILS CURVING LEASE LINE Scale: 1 1 /2" = 1' -0" GLAZING BASE. G.G. SHALL CAP WITH BRAKE METAL (MT -I) BRAKE METAL ENTRY COLUMN (MT -I) APPLIED TO PLYWOOD; FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. SIGN ABOVE - SEE SHEET SGI A5 E 12xIO /':•TTOM ui < ENTRY COLUMN DETAIL 2 -4" V SEE SHEET Al FOR WALL TYPE x EXISTING MALL NEUTRAL PIER TO REMAIN 5 /g" FLAME RETARDANT PLYWOOD OVER 20 GAUGE 42" METAL STUDS TO BULKHEAD ABOVE FURNISHED 4 INSTALLED BY G.G. G 5, I 2 0 BOTTOM GLAZING BASE, G.G. SHALL GAP WITH BRAKE METAL (MT -I). REVIEWED FOR" CODE COMPLIANCE APPROVED APR - 3 MOB City Of Tukwila BUILDING DIVISION LINE OF RAISED PLATFORM - SEE DETAIL 5 /A7 CUSTOM VERTICAL MULLION; G.G. SHALL CAP WITH BRAKE METAL (MT -I) DATE: II/23/01 JOB NO: 0 DRAWN: CHECKED: ]. co 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 - 5699 vin 1-0 RECEWED MAR 212008 PERMIT CENTER REVISION I REVISION 3 J REVISION 4 REVISION E 03/20/08 REVISIONS 8897 � gg �L slwTA 12/27/07 02/20/08 03/17/08 E 0 0 STONPONT PAN VAT f N�1 4 o N�T� f N SHEET NUMBER UNDERSIDE OF EXISTING DECK ABOVE (FIELD VERIFY) EXISTING STRUCTURAL ELEMENTS TO REMAIN G.G. TO FURNISH $ INSTALL 5/8" TYPE 'X' GYP. BD. ON BACK OF MALL BULKHEAD FRAMING IF NOT EXISTING; PATCH AND REPAIR IF GYP. P. 15 EXISTING TO MAINTAIN A SMOKE BARRIER (TYP) G.G. TO FURNISH $ INSTALL 20 GAUGE 3 5/S" MTL. STUDS @ 16" 0.C. AND DIAGONAL BRACING AS REQUIRED- FASTEN TO MTL. STUDS IN/ 1/2" PAN HEAD #g -IS SCREWS (TYP). G.G. TO FIELD VERIFY LOCATIONS OF EXISTING MALL STRUCTURAL ELEMENTS FOR CONNECTIONS G.G. TO FURNISH $ INSTALL 5/$" TYPE 'X' GYP. BD. ON USG SUSPENSION SYSTEM, SEE DETAIL 4/A4 - PAINT P -I 2" METAL TRIM, MT -I 410' -0" A.F.F. G.G. TO INSTALL BRAKE METAL, MT -I OVER 5/6" TYPE 'X' GYP. BD. ON MTL. STUDS; TERMINATE AT CEILING LINE OF ENTRY COLUMN BEYOND COVERED WITH BRAKE METAL FINISH; MT -I, TYP. SEE DETAIL 4/A6 FOR ADDITIONAL INFORMATION CENTERLINE OF GLASS DOORS 10" GLAZING BASE AT DOORS, MT -I WIRE LOOP FOR 5ENSORMATIG SYSTEM TO BE SAWGUT IN GONG. SLAB BY G.G. WORD. WITH AEROPOSTALE VENDOR 2" METAL TRIM, MT -I. m tu O a COVE LIGHT FIXTURE BY LANDLORD; G.C. TO COORDINATE REQUIREMENTS WITH LANDLORD G.G. TO INSTALL BRAKE METAL - MT-I - OVER 5/S" TYPE 'X' GYP BD. METAL STUDS TO UNDERSIDE OF MALL BULKHEAD SURFACE MOUNTED FLIP FRAME GRAPHIC PANEL, FINISH MT -I; FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. \ \ PF PLANK FLOORING Scale: 3" = 1' -0" FRONT SALES AREA WING WALL BEYOND - PAINT P -I ALL SIDES. SEE SHEET Al FOR ADDITIONAL INFORMATI I" x 2" POWDER COATED STEEL ANGLE; MT -I. FURNISHED BY AEROPOSTALE VENDOR $ INSTALLED BY G.G. 16 GA., $" METAL STUDS @ 12" O.C. FOR PLATFORM; FURNISHED $ INSTALLED BY G.G. PLATFORM FACE: PL -I, LAMINATED MDF PANELS FURNISHED BY AEROPOSTALE FIXTURE VENDOR $ INSTALLED BY G.G. FF -I FLOORING PLATFORM DETAIL EXTENT OF NEW MALL FLOORING VARIES (SEE PLAN) PLATFORM TOP: PL -I, / LAMINATED MDF PANELS - FURNISHED BY AEROPOSTALE FIXTURE VENDOR, INSTALLED BY...G.G. FIRE RETARDANT TREATED 3/4" PLYWOOD UNDERLAYMENT BY G.G. EXTG. MALL CEILING $ BULKHEAD TO REMAIN (FIELD VERIFY), G.G. TO PATCH REPAIR TO MATCH EXTG. IF DAMAGED DURING CONSTRUCTION 3" VARIES INSIDE OF LIGHT COVE TO BE READY -MIX, SUPER WHITE, GLOSSY; G.G. TO COORDINATE WITH LANDLORD G.G. TO INSTALL BRAKE METAL - MT -I - OVER 5/S" TYPE 'X' GYP SD. 4 METAL STUDS FOR EXPOSED SURFACES OF LIGHT COVE I/4 "CLEAR TRED GLASS, FURNISHED 4 INSTALLED BY G.G. BRAKE METAL W/ VINYL GRAPHIC, MT -2, wRNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.C. BACK OF CURVED SIGN STOREFRONT SIGN, SEE SHEET 56I B O VD GLAZING BASE BEYOND - SEE DETAIL 3/A1. FIN. FLOOR @ MALL AREA EXTENT OF EXISTING MALL FLOORING STOREFRONT SECTION �7} Scale: 3/4" = 1 -0 EXISTING CONCRETE SLAB /A i I- G.C. TO FURNISH 4 INSTALL 20 GAUGE 3 5/S" MTL. STUDS 16" O.G. AND DIAGONAL BRACING AS REQUIRED - FASTEN TO MTL. STUDS W/ 1/2" PAN HEAD #8 -I8 SCREWS (TYP). G.G. TO FIELD VERIFY LOCATIONS OF EXISTING MALL STRUCTURAL ELEMENTS FOR CONNECTIONS G.G. TO FURNISH $ INSTALL 5/6" TYPE 'X' GYP. 6D. ON BACK OF MALL BULKHEAD FRAMING IF NOT EXISTING PATCH AND REPAIR IF GYP. BD. IS EXISTING TO MAINTAIN A SMOKE BARRIER (TYP) LINE OF STOREFRONT FRAMING FOR R -I BEYOND COVE LIGHT FIXTURE BY LANDLORD; G.G. TO COORDINATE REQUIREMENTS WITH LANDLORD G.C. TO FURNISH 4 INSTALL 5/S" TYPE 'X' GYP. BD. ON USG SUSPENSION SYSTEM, SEE DETAIL 4/A4 - PAINT P -I rn—s % / % %!I /! / / // /I / /l.I� /J //% /// IY////////////////!//././///r///. I/././/./././///// / J/ 1J/ jjIY/r///////!/./ / /! /.I� /� 8111 , , f • BOX BEAM BY G.G. TYP. UNDERSIDE OF EXISTING DECK ABOVE (FIELD VERIFY) EXISTING STRUCTURAL ELEMENTS TO REMAIN 12' -0" A.F.F. "ALU" MERCHANDISE DISPLAY TRACKS. SEE SHEET A4 2" METAL TRIM, MT -I G.G. TO FURNISH $ INSTALL 5/8" TYPE 'X' GYP. BD. ON MTL. STUDS. PAINT P -I SEE SHEET AS FOR LIGHT FIXTURE INFORMATION FRONT SALES AREA WING WALL BEYOND - PAINT P -I ALL SIDES. SEE SHEET Al FOR ADDITIONAL INFORMATION DEMISING WALL BEYOND, FINISH WITH BRAKE METAL (MT -I). SEE 5/A6. 2" METAL TRIM, MT -I FURNISHED ff INSTALLED BY G.G. DRY GLAZE GASKET FURNISHED 4 INSTALLED BY G.G. ALUMINUM GLAZING RAIL BASE FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G.; MT -I CAP (BOTH 5IDE5) FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. MALL FLOORING TO BOTTOM RAIL BASE, G.G. TO FURNISH $ INSTALL NEW AS REQ'D, OR REPLACE IF EXISTING 15 DAMAGED DURING CONSTRUCTION GLAZING BASE SECURED TO SLAB W/ EXPANSION BOLTS AS REQUIRED BY MFR., FURNISHED 4 INSTALLED BY G.G. STOREFRONT SECTION Scale: 3/4" = 1'00" EXTG. MALL CEILING 6 BULKHEAD TO REMAIN (FIELD VERIFY), G.C. TO PATCH 4 REPAIR TO MATCH EXTG. IF DAMAGED DURING CONSTRUCTION INSIDE OF LIGHT COVE TO BE READY -MIX, SUPER WHITE, GLOSSY; G.G. TO COORDINATE WITH LANDLORD 2" X I 3/4" SHOP FINISHED (POWDER COATED) MT-I GLAZING CHANNEL W/ GLAZING RUBBER FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY GLAZING SUBCONTRACTOR - ANCHOR SECURELY 3 BRAKE METAL W/ VINYL GRAPHIC, MT -2, FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. I/4 "CLEAR TEMPERED GLASS, FURNISHED INSTALLED BY G.G. 5/8" TYPE 'X' GYP. BD. ON METAL STUDS, BEHIND BRAKE METAL PANEL PRIOR TO INSTALLATION OF STOREFRONT SYSTEM. DO NOT PAINT. 2" X 2" SHOP FINISHED (POWDER COATED) MT -I GLAZING CHANNEL W/ GLAZING RUBBER FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY GLAZING SUBCONTRACTOR- ANCHOR SECURELY FIRE RETARDANT TREATED CONTINUOUS BLOCKING AS REQUIRED BY G.G. (TYP.) LEASE LINE LINE OF BRAKE METAL PIER (MT -I) BEYOND. SEE 3/A6. LINE OF NEUTRAL PIER BEYOND. FIN. FLOOR @ I MALL AREA FACE OF DEMISING PARTITION. BRAKE METAL FINISH, MT -I, WITH 2" TRIM TOP $ BOTTOM. TERMINATE BRAKE METAL IN CORNER. BRAKE METAL PIER (MT -I) APPLIED TO PLYWOOD; FURNISHED BY AEROPOSTALE VENDOR, INSTALLED m BY G.G. : {r TTOM GLAZING BASE. G.G. SHALL CAP WITH BRAKE METAL (MT -I) 5 ' X r- 4 LEFT STOREFRONT DETAIL Scale: 1 1 /2" = 1' -0" NOTE: SEE SHEET A6 FOR STOREFRONT GENERAL NOTES. ::. ,4.�.�: 'yr ^�'rr �... :.:N .�':L: `t`Vi�' +' ,'�.�.'r ,/i�r s+R V.. =,. '�.?•.<•.'��.•.ryin f.�' e.�• :�H. �.: ...�,.il'�, :� +�w FACE OF FURR -OUT PARTITION, PAINT P -I. S 3/A6. REVIEI Eb d CODE COMPLIANCE APPROVED APR - 3 2008 city Of Tukwila BUILDI D CURVING LEASE LINE MALL FLOORING TO GLAZING BASE, TYP. FACE OF NEW GYP. BD. PAINT P -I ALL SIDES O DATE: 11 /23/07 JOB NO: 07153 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 RECEIVED MAR 212008 PEFY IT CENTER CORTLAr STATE OF J J � Q Q cq CC LJ W LJ () U < OL 01 D ' Ca V J REVISIONS REVISION REVISION 2 REVISION 3 REVISION 5 8897 I AEGIS ARC:( v I C4 N STOREPRONLT S C T f ONe 4 DETAII,s ••■•■ SHEET NUMBER 0o co co C) 12/27/07 01/23/08 02/20/08 03/20/08 %! \ r \ \ \• \ \ . / , \\ /! .\ \ / TYP? 3/16" v`\. , \• f r. \\ ! EXISTING JOIST, FIELD VERIFY DIRECTION / 3 "x3 °x3/16° SPAN BETWEEN (2) JOISTS (MIN) TYP. (2) 1/2" 0 A.50 THRU BOLTS A/SLOTTE D ANGLE TO ALLOW FOR I" VERTICAL DEFLECTION SIGN MOUNTING PLATE ASSEMBLIES FURNISHED BY SIGN VENDOR. GO TO DRILL COLUMN 4 INSTALL. SEE DETAIL 2/561 SIGN SUPPORT COLUMN: 5" x S° METAL STUD SOX COLUMN BY GG, SEE 4/561. (24' -0" MAX. HEIGHT) TENANT SIDE COLUMN MOUNTING PLATE BY GC. SEE 5/561. ANCHOR TO FLOOR SLAB EXISTING FLOOR SLAB 1 SIGN ASSEMBLY FURNISHED $ INSTALLED BY SIGN VENDOR. SEE DETAILS 5, 6, $ 1/561 1 1 1 1 1 cv SIGN SUPPORT COLUMN Scale: 3/4" = 1'-0" 2 ii . r \r j /7 \ \\ / r !j \ \. �! \\ /r /i \• !!! / • \ !! / i •: ./ .- SEE 4/561 110' -7 5/4" A.F.F.Ati BOTTOM OF SIGN MALL SIDE BOX COLUMN BASE: 5 -1/2" x 12° x 1/2" STEEL PLATE BY G.C. (2) 3 /5° 0 HILTI KWIK BOLT 3 EXPANSION ANCHOR W/ 2 I/2 MIN. EMBEDMENT 5" x 5" BOX COLUMN; O BOX COLUMN FLOOR PLATE Scale: 3 " -1' -0" S" x 8" BOX COLUMN SIGN SUPPORT, SEE 4/561 BACK PLATE SUPPLIED with TAPPED HOLES FOR RETAINER PLATE BOLTS 4" APART STEEL RETAINER PLATE W/ 5/5" BOLTS TO HOLD CARRIAGE BOLT HEADS IN PLACE BACK MOUNTING PLATE: 4 x S x 1/4" STEEL PLATE 6G TO DRILL HOLES IN BOX COLUMN AND MOUNT SIGN PLATES FRONT MOUNTING PLATE: 4 x S x 1/4" STEEL PLATE 1/2" x II" CARRIAGE BOLTS W/ WASHER $ HEX NUT (TIT). GC TO LEAVE CARRIAGE BOLTS EXPOSED AT THE FRONT FOR SIGN INSTALLATION #IO -I6 TEK SCREW ( SEE BOX COLUMN DETAIL 4/561 BOTTOM PLATES IDENTICAL TO THE TOP BUT 12° LOWER SIGN MOUNTING PLATE ASSEMBLY (FRONT $ BACK PLATES WITH CARRIAGE BOLT RETAINER AND BOLTS) FURNISHED BY SIGN VENDOR $ INSTALLED BY GC. H 0 Scale: 3 " =1' -0" Scale: 3 " =1' -0" �k 1 5/5" SIGN RETURN TO ALLOW FOR SURROUNDING FINISHES BOX COLUMN DETAIL PLAN ATTACHMENT PLATE AXON ATTACHMENT PLATE BELOW, SEE 5/561 SIGN ATTACHEMENT PLATES ABOVE, SEE 2/561 4 tIO -16 TEK SCREWS ID 12" O.G. (TYP) ENTRY PORTAL OUTLINE, SEE AS (5) a" x IS GAUGE METAL STUDS a" x IS GAUGE METAL TRACK (Tr'P) SIGN ATTACHEMENT PLATES ABOVE, SEE 2/561 OUTLINE OF SIGN ABOVE, SEE SIGN PLAN 6/561 12' -5 1/4" A.F.F.$ III-5 1/4" A.F.F.$ SOLID WHITE ALUMINUM SIGNAGE FIELD 2 "x2" ALUMINUM FRAME SURROUND W/ ROLLED EDGE FINISHED TO MATCH MT -I ALUMINUM BOTTOM PANEL FINISHED TO MATCH MT -I win po FRONT OF COLUMN < • CURVING }. LEASE LINE II" W x 14 "H HINGED ACCESS DOORS, TYP. EACH SIDE THROUGH WI` BRACKET (AS �\ IO' -IO" CENTER TO CENTER 10' -O" CLEAR -: i III LINE OF BULKHEAD OPENING IM Aft WHITE METAL BEHIND LETTERS INDIVIDUAL LETTERS 12 CURVED SIGN TRIM SURROUND. OUTSIDE RADIUS 15 Iq' -3 5/4" to C. SIGN ASSEMBLY TO BE INSTALLED BY S.G. ELECTRICAL SIGN WHIP TO BE SUPPLIED T LEFT SIGN BRAG SEEN FRO M MALL) 2°x2" ALUMINUM SURROUND WITH ROLLED EDGES, SEE SECTION 8 METAL STUD BOX AND INSTALLED SIGN ATTACHMENT BY SIGN VENDOR 4 GENERAL NOTES: A. COMPLETE SIGN ASSEMBLY, MOUNTING PLATES, HARDWARE $ TEMPLATE FURNISHED BY S.G. c of COLUMN COLUMN FURNISHED BY G.G. SEE 4/561 PLATES, FURNISHED INSTALLED BY G.G. SEE 2/5GI CARRIAGE BOLT RETAINER, SEE 2/5GI I/2" x II" CARRIAGE BOLTS SUPPLIED BY S.G. AND INSTALLED BY G.G. CARRIAGE BOLT RETAINER, SEE 2/561 SIGN ATTACHMENT PLATES, FURNISHED BY SIGN VENDOR 4 INSTALLED BY G.G. SEE 2/561 ALUMINUM BACK OF SIGN SHOP FINISHED TO MATCH MT -I B. METAL STUD BOX COLUMN FURNISHED AND CONSTRUCTED BY G.G. METAL PLATES TO BE FURNISHED AND DRILLED BY 5.C. METAL PLATES # HARDWARE TO BE INSTALLED BY G.G. USING SUPPLIED TEMPLATE. D. G.C.'S ELECTRICAL CONTRACTOR TO FURNISH WHIP TO SIGN THROUGH THE LEFT STOREFRONT COLUMN (LOOKING AT STORE FRONT). WHIP TO BE EXTENDED 12" BEYOND THE EDGE OF THE STOREFRONT COLUMN, AT THE POINT WHERE THE SIGN CONNECTS TO THE BOXED COLUMN, AND EXTENDED UP THE OUTSIDE OF THE COLUMN TO A JJNCTION BOX MOUNTED IN CEILING ABOVE PRIOR TO SIGN INSTALLATION. SIGN ELEVATION Scale: 3/4" = 1' -0" I I'-S" II" SIGN SECTION Scale: 1-1/2" = 1' -0" I2-4 4 AE RECESSED DOWN LIGHTS MOUNTED IN THE I6° HIGH INTERNALLY ILLUMINATED CHANNEL .LETTERS. RED ACRYLIC OPOSIALE FACES, SIDES. COLOR P -3 SIGN DETAIL PLAN Scale: 1/2" = 1"-0" SIGN DEPTH BOTTOM OF THE SIGN ASSEMBLY, SEE SECTION of COLUMN S" METAL STUD BOX COLUMN EACH SIDE. FURNISHED AND INSTALLED BY G.G. SEE 4/561 r A gtat tranimmiam 'mom ammo RECESSED DOWN LIGHTS BELOW TOP PAINTED TO MATCH MT -I BY S.G. 2 "x2" ALUMINUM FRAME SURROUND W/ ROLLED EDGE FINISHED TO MATCH MT -I ALUMINUM SIGNAGE FIELD, SHOP PREFINISHED WHITE INTERNALLY ILLUMINATED 16" HIGH CHANNEL LETTERS WITH TRANSLUCENT RED ACRYLIC FACES AND CLOSED METAL BACKS. SIDES TO BE PM5 156, RED 1/4" INTERIOR STEEL PLATE SUPPORT ELECTRICAL SIGN WHIP TO BE SUPPLIED ON LEFT SIDE OF SIGN BRACKET (AS SEEN FROM THE MALL COMMON AREA) INTERNAL ILLUMINATION BY LEDs ALUMINUM SIGNAGE FIELD, SHOP PREFINISHED WHITE 2 "x2" ALUMINUM FRAME SURROUND W/ ROLLED EDGE FINISHED TO MATCH MT -I ALUMINUM BOTTOM PANEL, SHOP FINISHED TO MATCH MT -I RECESSED DOWN LIGHTS MOUNTED IN THE BOTTOM OF THE SIGN ASSEMBLY. TRIM RING TO MATCH MT -I. FURNISHED AND INSTALLED BY 5.C. - P0• ( 00(0 ENTRY PORTAL, SEE AS (PLYWOOD COLUMN, WRAPPED IN BRAKE METAL) STOREFRONT BELOW, SEE AS SIGN ATTACHMENT PLATES 4 BOLTS FURNISHED BY S.G. 4 INSTALLED BY GC. SEE 2/5GI z N REVIEINE k FO "` - CODE COMPLIANCE ,APPROVED APR - 3 2008 City Of Tukwila BUILDI G DIV JQ RECEWED MAR 212008 PERMIT CENTER DATE: 11/23/01 JOB NO: 01193 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 to a) • 0 8897 CORTLA r5. ,, , IS REVISION 5 J o Rl OC LU W LU U U a = En - D 0 REVISIONS REVISION I A 12/27/07 1 -J J 03/20/08 SHEET NUMBER LLD NOTES I. ALL COLOR AND MATERIAL SELECTIONS MUST MEET ALL CODE REQUIREMENTS FOR FLAME SPREAD AND SMOKE DEVELOPMENT FACTORS. 2. VERIFY AT JOBSITE CLEARANCE OF EXISTING BRACING AT REAR DOOR. 3. DOOR BELL TO BE INSTALLED AT 3' -6" A.F.F. 4. TENANTS CONTRACTOR TO GET APPROVAL AND CORING REQUIREMENTS ON UPPER LEVEL PRIOR TO PROCEEDING WITH WORK. 5. TENANT SHALL PROPERLY SEAL ALL PENETRATIONS TO COMPLY WITH CODE REQUIREMENTS. THE FIRE RATED ASSEMBLY SHALL BE MAINTAINED. ALL PLUMBING, ELECTRICAL, AND MECHANICAL DEVICES PENETRATING THE FLOOR SHALL BE FIRE RATED. 6. WATER PROOF MEMBRANE MUST BE INSTALLED UNDER CERAMIC TILE IN TOILET ROOMS A MINIMUM OF 4" UP WALLS. TENANT REQUIRED TO INSTALL LANDLORD APPROVED LATEX RUBBER WATERPROOFING MATERIAL. MEMBRANE SHALL BE MANUFACTURER'S 2 -PART FORMULA CONSISTING OF LIQUID LATEX RUBBER AND POWDER FOR TROWEL APPLICATION WITH GLASS FIBER FABRIC REINFORCEMENT (LATIGRETE 1235 OR SUMMITVILLE S- GOOO). INSTALL A WATER TIGHT DOOR THRESHOLD. I. ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JO15T5. NO CONNECTING TO DECK ALLOWED. S. STOREFRONT MUST BE INDEPENDENTLY SUPPORTED. LANDLORD'S BULKHEAD GAN ONLY BE USED FOR LATERAL SUPPORT. 1 1 1 .L 1 1 1 Z _./► 1 1 1 1 1 CODE INFORMATION USE GROUP: M - MERCANTILE APPLICABLE CODES: CONSTRUCTION TYPE: 2B 2006 INTERNATIONAL BUILDING CODE WI AMENDMENTS FULLY SPRINKLED: YES 2006 INTERNATIONAL MECHANICAL CODE OCCUPANCY CALCULATION: 2006 NATIONAL ELECTRIC CODE PLUMBING CODE 2006 UNIFORM TOTAL SQUARE FOOTAGE = 5865 2006 INTERNATIONAL FIRE CODE SALES AREA: 2003 ANSI 111.1 ACCESSIBILITY GUIDELINES 2157 5F / 30 SF per person = 100 2005 NON - RESIDENTIAL ENERGY CODE NON-SALES AREA: PREVAILING LOCAL AMENDMENTS SSI SF / 300 SF per person = 3 TOTAL OCCUPANT LOAD = 105 DESCRIPTION OF PROJECT: ' AEROPOSTALE' RETAIL CLOTHING STORE TENANT FIT -OUT OF A NEW DEMISED SPACE; NEW ADDITION TO AN EXISTING COVERED 5 STORY MALL (SHELL PERMIT D06-147) DRAWING INDEX A ISSUE REVISION F R 'I' LAN 10Fm pme.mm GS COVER SHEET 11/23/07 12/27/07 ISI SCHEDULES AND VENDOR LIST 11/23/07 12/27/07 Al CONSTRUCTION PLAN 11/23/07 12/27/07 A2 FIXTURE PLAN 4 DETAILS 11/23/07 12/27/07 AS FLOOR COVERING PLAN 11/23/07 12/27/07 A4 REFLECTED CEILING PLAN $ DETAILS 11/23/07 12/27/07 AS LIGHTING PLAN $ DETAILS 11/23/07 12/27/07 A6 STOREFRONT PLAN, ELEVATION 4 DETAILS 11/23/07 12/27/07 Al STOREFRONT SECTIONS 4 DETAILS 11/23/07 12/27/07 AS INTERIOR ELEVATIONS 11/23/07 12/27/07 Al DETAILS 11/23/07 12/27/07 AI DETAILS 11/23/07 12/27/07 SGI SIGN DETAILS 11 /23/07 12/27/07 MO MECHANICAL TITLE SHEET 11/21/07 12/10/07 MI HVAC PLAN 11/21/07 12/10/07 M2 PLUMBING PLAN 11/21/07 12/10/07 MS MECHANICAL SPECIFICATIONS 11/21/07 12/10/07 EO ELECTRICAL TITLE SHEET # PANEL SCHEDULES 11/21/07 12/10/07 El LIGHTING PLAN 11/21/07 12/10/07 E2 POWER PLAN 11/21/07 12/10/07 E5 ELECTRICAL DETAILS 11/21/07 12/10/07 E4 ELECTRICAL SPECIFICATIONS 11/21/07 12/10/07 SI GENERAL STRUCTURAL 4 DETAILS 12/13/07 S2 SUSPENDED CEILING DETAILS 12/13/07 ARCHITECT CORTLAND MORGAN 711 N. FIELDER ROAD ARLINGTON, TX 76012 PHONE: 517- 655 -56(16 FAX: 817- , 655 -56g1 PROJECT MANAGER DAPHANE VOLTZ LAMI GRUBB MANAGEMENT SERVICES 100 EAST SWISSVALE AVENUE PITTSBURGH, PA 15215 PHONE: 412- 243 -3430 FAX: 412- 371 -1556 ENGINEER HALLBERG ENGINEERING 1750 COMMERCE COURT WHITE BEAR LAKE, MN 55110 PHONE: 651-'748-1100 FAX: 651 -14S -1510 ' JONATHAN RADLOVE PROJECT MANAGER PHONE: 115-826-1110 MICHAEL BOVEN CONSTRUCTION MANAGER PHONE: (115 -572 --4151 TIM ANDERSON VICE PRESIDENT OF CONSTRUCTION PHONE: 175 -526 -1427 AEROPOSTALE 201 WILLOWBROOK BLVD. 7th FLOOR WAYNE, NJ 07470 \ TENANT COORDINATOR JOSHUA KIMMEL WESTFIELD CORP., INC. 11601 WILSHIRE BLVD, 14TH FLOOR LOS ANGELES, GA 10025 PHONE: 310-815-4161 FAX: 310- 515 -511 MALL OPS. MGR. ANDY CIARROGGHI WESTFIELD SOUTHCENTER 655 SOUTHCENTER PARKWAY TUKWILA, WA 18188 PHONE: 206 -246 -0425 BUILDING DEPT. BUILDING DIVISION CITY OF TUKWILA 6300 SOUTHCENTER BLVD SUITE 100 TUKWILA, WA 18185 PHONE: 206 - 431 -3670 \I'SleA CO0 0 0" bilk k , %1 ` A EGRESS DIAGRAM 3rd EXIT ROUTE: DISTANCE : 54' -0° 2nd EXIT ROUTE: DISTANCE = 62' -0" EXITING: REQUIRED EXITS 2 FURNISHED EXITS 2 1st EXIT ROUTE: DISTANCE : 87' -0" ADJACENT TENANT ADJACENT TENANT SITE MAP `'tt€uea^�ti� a AEROPOSTALE WESTFIELD SOUTHC NTER KEY PLAN AEROPOSTALE STORE LOCATION SPACE 4 3565 SQUARE FEET LEVEL 2 of 3 FILE COPY Permit No. APPS approval to errors and amir>�iona the violation documents does n lautortze �� Y�oode or of Receipt F is Winos/ledge& ItY Drs: o City of Tukwila BUILDING DIVISION No therm sh6ii bo; made to the scope of work `3 c o . prior a proval of Tukwila ;tiro, Division. NOTE: Revisions wilco (Nike a new plan submits and may include additional pian ; ev;ew fees. GENERAL CONSTRUCTION NOTES I. THE GENERAL CONTRACTOR (HEREIN AFTER GALLED THE G.G) IS TO VISIT THE SITE PRIOR TO SUBMITTING A BID TO VERIFY EXISTING CONDITIONS. 2. G.C. IS TO VERIFY LEASE SPACE DIMENSIONS AND EXISTING BUILDING ELEMENTS FOR COMPLIANCE WITH THE DRAWINGS. NOTIFY THE OWNER AND ARCHITECT FOR RESOLUTION OF DIMENSIONAL CONFLICTS IF EXISTING. NO CHANGE ORDERS WILL BE ISSUED FOR CHANGES REQUIRED IN THE WORK AFTER CONSTRUCTION HAS COMMENCED UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER. 5. ANY DISCREPANCIES, ERRORS, OR OMISSIONS DISCOVERED IN THE CONTRACT DOCUMENTS BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND LAMI GRUBB BEFORE PROCEEDING WITH RELATED WORK. OTHERWISE, THE CORRECTION OF SUCH ITEMS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. THE G.G. SHALL MEET WITH AN AUTHORIZED REPRESENTATIVE OF THE LANDLORD TO REVIEW CONSTRUCTION PROCEDURES. G.G. SHALL COORDINATE WORK WITH THE LANDLORD WITH REGARD TO TEMPORARY BARRICADES, UTILITIES, ALLOWABLE MATERIALS, TRAFFIC ROUTES, DELIVERY LOCATIONS AND METHODS, STORAGE OF MATERIALS AND TOOLS, NOISE, DUST CONTROL, REQUIRED DEPOSITS, REQUIRED CONTRACTORS, GLEAN -UP, AND ALL OTHER MATTERS REQUIRING ADHERENCE TO LANDLORD REQUIREMENTS. 5. APPLICABLE STANDARDS OF THE CONSTRUCTION INDUSTRY HAVE THE SAME FORGE AND EFFECT ON PERFORMANCE OF THE WORK AS IF COPIED DIRECTLY INTO CONTRACT DOCUMENTS OR BOUND AND PUBLISHED HEREWITH. COMPLY WITH STANDARDS IN EFFECT AS OF THE DATE OF CONTRACT DOCUMENTS, UNLESS OTHERWISE INDICATED. 6. THE G.G. IS RESPONSIBLE TO RECEIVE, COUNT AND VERIFY ALL OWNER FURNISHED ITEMS AT THE JOB SITE, INCLUDING, BUT NOT LIMITED TO: FREE - STANDING FIXTURES, PERIMETER FIXTURES, FLOORING, BASE, GLAZING CHANNEL, CASEWORK ITEMS, LIGHTING, LAMPS, GRAPHIC BOXES, AND FITTING ROOM COMPONENTS. 7. EXCEPT AS OTHERWISE INDICATED, THE G.G. IS TO FURNISH ALL MATERIALS, LABOR AND EQUIPMENT FOR THE COMPLETE AND SATISFACTORY EXECUTION OF THE CONTRACT WORK AS SHOWN, CALLED FOR, EXPRESSED OR REASONABLY IMPLIED BY THE CONTRACT DOCUMENTS IN COMPLIANCE WITH CODES AND REGULATIONS OF ALL NATIONAL, STATE AND LOCAL AUTHORITIES HAVING JURISDICTION. WESTFIELD SOUTHCENTER SEATTLE, WA STORE #979 DOs Doe : ilLQU RED FOR: iMechanicai L Electrical L1 , lambing [If Gas Piping City of Tukwila DIVISION OB Oo b DATE: I I /23/07 JOB NO : O1I93 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 U w L ,0 N p�? AND MORGAN SIAM: OF ViLiHIINGT0h REVISIONS REVISION JAN 0 4 2008 PE. ,L;Nd & COvR SHEET NUMBER 12/27/07 d z z 4 V EGRESS DIAGRAM 3rd EXIT ROUTE: DISTANCE : 54' -0° 2nd EXIT ROUTE: DISTANCE = 62' -0" EXITING: REQUIRED EXITS 2 FURNISHED EXITS 2 1st EXIT ROUTE: DISTANCE : 87' -0" ADJACENT TENANT ADJACENT TENANT SITE MAP `'tt€uea^�ti� a AEROPOSTALE WESTFIELD SOUTHC NTER KEY PLAN AEROPOSTALE STORE LOCATION SPACE 4 3565 SQUARE FEET LEVEL 2 of 3 FILE COPY Permit No. APPS approval to errors and amir>�iona the violation documents does n lautortze �� Y�oode or of Receipt F is Winos/ledge& ItY Drs: o City of Tukwila BUILDING DIVISION No therm sh6ii bo; made to the scope of work `3 c o . prior a proval of Tukwila ;tiro, Division. NOTE: Revisions wilco (Nike a new plan submits and may include additional pian ; ev;ew fees. GENERAL CONSTRUCTION NOTES I. THE GENERAL CONTRACTOR (HEREIN AFTER GALLED THE G.G) IS TO VISIT THE SITE PRIOR TO SUBMITTING A BID TO VERIFY EXISTING CONDITIONS. 2. G.C. IS TO VERIFY LEASE SPACE DIMENSIONS AND EXISTING BUILDING ELEMENTS FOR COMPLIANCE WITH THE DRAWINGS. NOTIFY THE OWNER AND ARCHITECT FOR RESOLUTION OF DIMENSIONAL CONFLICTS IF EXISTING. NO CHANGE ORDERS WILL BE ISSUED FOR CHANGES REQUIRED IN THE WORK AFTER CONSTRUCTION HAS COMMENCED UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER. 5. ANY DISCREPANCIES, ERRORS, OR OMISSIONS DISCOVERED IN THE CONTRACT DOCUMENTS BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND LAMI GRUBB BEFORE PROCEEDING WITH RELATED WORK. OTHERWISE, THE CORRECTION OF SUCH ITEMS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. THE G.G. SHALL MEET WITH AN AUTHORIZED REPRESENTATIVE OF THE LANDLORD TO REVIEW CONSTRUCTION PROCEDURES. G.G. SHALL COORDINATE WORK WITH THE LANDLORD WITH REGARD TO TEMPORARY BARRICADES, UTILITIES, ALLOWABLE MATERIALS, TRAFFIC ROUTES, DELIVERY LOCATIONS AND METHODS, STORAGE OF MATERIALS AND TOOLS, NOISE, DUST CONTROL, REQUIRED DEPOSITS, REQUIRED CONTRACTORS, GLEAN -UP, AND ALL OTHER MATTERS REQUIRING ADHERENCE TO LANDLORD REQUIREMENTS. 5. APPLICABLE STANDARDS OF THE CONSTRUCTION INDUSTRY HAVE THE SAME FORGE AND EFFECT ON PERFORMANCE OF THE WORK AS IF COPIED DIRECTLY INTO CONTRACT DOCUMENTS OR BOUND AND PUBLISHED HEREWITH. COMPLY WITH STANDARDS IN EFFECT AS OF THE DATE OF CONTRACT DOCUMENTS, UNLESS OTHERWISE INDICATED. 6. THE G.G. IS RESPONSIBLE TO RECEIVE, COUNT AND VERIFY ALL OWNER FURNISHED ITEMS AT THE JOB SITE, INCLUDING, BUT NOT LIMITED TO: FREE - STANDING FIXTURES, PERIMETER FIXTURES, FLOORING, BASE, GLAZING CHANNEL, CASEWORK ITEMS, LIGHTING, LAMPS, GRAPHIC BOXES, AND FITTING ROOM COMPONENTS. 7. EXCEPT AS OTHERWISE INDICATED, THE G.G. IS TO FURNISH ALL MATERIALS, LABOR AND EQUIPMENT FOR THE COMPLETE AND SATISFACTORY EXECUTION OF THE CONTRACT WORK AS SHOWN, CALLED FOR, EXPRESSED OR REASONABLY IMPLIED BY THE CONTRACT DOCUMENTS IN COMPLIANCE WITH CODES AND REGULATIONS OF ALL NATIONAL, STATE AND LOCAL AUTHORITIES HAVING JURISDICTION. WESTFIELD SOUTHCENTER SEATTLE, WA STORE #979 DOs Doe : ilLQU RED FOR: iMechanicai L Electrical L1 , lambing [If Gas Piping City of Tukwila DIVISION OB Oo b DATE: I I /23/07 JOB NO : O1I93 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 U w L ,0 N p�? AND MORGAN SIAM: OF ViLiHIINGT0h REVISIONS REVISION JAN 0 4 2008 PE. ,L;Nd & COvR SHEET NUMBER 12/27/07 d z z 4 V DOOR HARDWARE SCHEDULE *G.G. TO FURNISH $ INSTALL ALL DOOR HARDWARE, UNLESS NOTED OTHERWISE. *ALL HARDWARE 15 "SGHLAGE" UNLESS NOTED OTHERWISE. DOOR # I: SEE HARDWARE SPECS FOR ENTRY DOOR #I ON THIS PAGE. DOOR # 2, S, $ q: + (3)EA. BUTT HINGES 1313127q X 4- I/2 "X4 -I/2" U532D + (I)EA. PASSAGEWAY AL405 -SAT 2 -3/4" ASA 626 + (I)EA. DOOR. CLOSER 1460 -HXAL + (I)EA. KIGKPLATE 8 ° X34 "XU532D + (I)EA. DOOR STOP 520XU526D NOTE DOORS SHALL 6E PROTEGTED BY A GASKETED, TIGHT FITTING, SELF - CLOSING SMOKE AND DRAFT CONTROL DOOR ASSEMBLY WITH A 45 MINUTE "G" LABEL RATING. DOOR # 12: NOTE: IF DOOR 15 EXISTING TO REMAIN, REMOVE ALL HARDWARE ON CORRIDOR SIDE OF DOOR AND COVER WITH PLATES OR PLUGS. ALWAYS FURNISH $ INSTALL NEW DETEX ON EXISTING DOORS. ALWAYS FURNISH 4 INSTAI I NEW BEST 7 PIN GORES FOR DETEX ON THIS DOOR. + (I)EA. PANIC ALARM 2300 1 (I)EA. BEST' RIM CYLINDERS IE72X11526D FOR DETEX + (I)EA. DOOR CLOSER 1460 -H AL + (I)EA. PEEP HOLE 100B26D + (I)EA. DOOR BUZZER LA201 + (I)EA. DOOR PULL IOOXUS26D + (I)EA. KIGKPLATE 10 "X2" LE55 WIDTH OF DOOR. XU532D * FURNISH $ INSTALL EXTERIOR TENANT IDENTIFIGATION SIGNAGE PER LANDLORD'S STANDARDS. NOTE: IF DOOR 15 TO BE NEW ADD THE FOLLOWING: (3) EA. BUTT HINGES BBIg1X4- 1 /2 "X4- 1 /2 "X4- I /2 "XU526DXNRP DOOR # 10 $ II: + (3)EA. BUTT HINGES BB127gX4- I/2 "X4- I /2 "XUS26D + (I)EA. PRIVACY AL405 -SAT 2 -3/4" ASA 626 + (I)EA. DOOR CLOSER 1461 -H -AL DOOR # 3, 4, 5, 6, 4 7: *THI5 HARDWARE IS FURNISHED BY AEROPOSTALE VENDOR. DOOR SCHEDULE ABBREVIATIONS TYPE ALP. ACOUSTICAL CEILING PANEL INSUL. INSULATION ADJ. ADJ./STABLE RATING I A.F.F. ABOVE FINISHED FLOOR L. LENGTH or LONG ALUM. ALUMINUM LLD LANDLORD ALT. ALTERNATE MFR MANUFACTURER BD. BOARD MAS. MASONRY BLDG. BUILDING MAX. MAXIMUM BM. BEAM MDF MEDIUM DENSITY FIBERBOARD BTM. BOTTOM MECH. MECHANICAL B.O. BOTTOM OF MIL. METAL -- FURNISHED BY AEROPOSTALE VENDOR INSTAI I FP BY G.G. MIN. MINIMUM ck CENTER LINE MISC. MI5GFI I ANEOUS GLG. CEILING MR MOISTURE RESISTANT CUR_ CLEAR MTD. MOUNTED G.M.U. CONCRETE MASONRY UNIT MTG. MOUNTING COL. COLUMN FURNISHED 4 INSTALLED BY G.G. q CONG. CONCRETE WA NOT APPLICABLE CONST. CONSTRUCTION O.G. ON CENTER CONT. CONTINUOUS O.H. OPPOSITE HAND DEPT. DEPARTMENT O.D. OUTSIDE DIMENSION D. DEPTH or DEEP PR, PAIR DET. DETAIL PTO. PAINTED DIM. DIMENSION H.M. MI S DR. DOOR QTY. QUANTITY DBL. DOUBLE DWG. DRAWING REF. REFERENCE REIF. REINFORCING E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEV. ELEVATION ELEG. ELECTRICAL SET. SHEET EMER. EMERGENCY SIN. SIMILAR EQ. EQUAL STD. STANDARD EX. or EXTG. EXISTING 5TL. STEEL EXIST. EXISTING STRUCT. STRUCTURE (AL) EXP. EXPANSION TEMP. TEMPERED EXT. EXTERIOR TH. THICK Ff. FINISH FLOOR T.M.E. TO MATCH EXISTING FIN. FINISHED T.O. TOP OF FUR. FLOOR T5. TUBULAR STEEL TYP. TYPICAL GALV. SA. GALVANI7FD GAUGE, OR GAGE U.N.O UNLESS NOTED OTHERWISE G.G. GENERAL CONTRACTOR V.G.T. VINYL COMPOSITION TILE SL. GLASS VERT. VERTICAL SW. BD, GYPSUM BOARD/DRYWALL W. WIDTH or WIDE H.M. HOLLOW METAL V. 11000 HST, H. HEIGHT HEIGHT or HIGH W/ WITH HVAG HEATINGNENTILATING/ AIR CONDITIONING DOOR SCHEDULE DOOR TYPE SIZE MATERIAL FIRE NOTES DOOR FRAME RATING I D 6' -01W X C.'-7" H GL/AL ALUM. -- (I) PR 3' -0 X 9' -7" ENTRANCE DOORS ** 2 A 3 -0" X 7' -0° H.M. H.M. 45 MIN. °G• LABEL PAINT DOOR AND FRAME P -I FURNISHED AND INSTAI I FD BY G.G. 3 B 3' O" X 5'-6° GL -3 MT -I -- FURNISHED BY AEROPOSTALE VENDOR INSTAI I FD BY G.G. 4 B 3' -0" X 5' 6" GL -3 MT -I -- FURNISHED BY AEROPOSTALE VENDOR INSTALLED BY G.G. 5 B 3'-0" X 5-6° GL -3 MT -I -- FURNISHED BY AEROPOSTALE VENDOR INSTAI I FP BY G.G. 6 B 3' -0" X 5'$ GL -3 MT -I -- FURNISHED BY AEROPOSTALE VENDOR INSTALLED BY G.G. 1 B 3' -O" X 5' -6' GL -3 MT -I DALTILE FURNISHED BY AEROPOSTALE VENDOR INSTALLED BY G.G. 8 A 3'-0° X 7' -0" H.M. H.M. N. �� MIL L FURNISHED 4 INSTALLED BY G.G. q A 3' -O° X 7' -O" H.M. H.M. C. MILL FURNISHED $ INSTAI I Fr) BY G.G. 10 A 3' -O° X 7' -0" H.M. H.M. -- IHURNISFED 4 INSTAL L FD BY G.G. II A 3' -O" X 7' -0" H.M. H.M. -- FURNISHED 4 INSTALLED BY G.G. 12 C 3' -D' X 7'-0" H.M. H.M. MI S FURNISHED 8 INSTAI I FD BY G.G. * G.G. TO INSPECT, REPAIR AND /OR REPLACE AS REQUIRED FOR PROPER WORKING ORDER. ** SEE ADDITIONAL SPECIFICATIONS FOR ENTRANCE DOORS ON THIS SHEET. E I N I SH SCHEDULE MARK MANUFACTURER TYPE/COLOR NOTES P -I BENJAMIN MOORE SUPER WHITE FIELD; SALES FLOOR, STOCK AREA, CORRIDOR 4 RESTROOMS P -2 BENJAMIN MOORE #2060 -40 TORONTO BLUE SALES FLOOR LIGHT COVE; EGGSHELL FINISH P -3 SIGN MANUFACTURER --- MATCH PM5 COLOR #IS7, LOW LUSTRE FINISH MT -I AEROPOSTALE VENDOR CUSTOM ANTIQUE PEWTER; AMERICAN PRODUCTS, INC. R-1 AEROPOSTALE VENDOR WHITE COMPOSITE RESIN WITH GRAY SWIRL APPLIED GRAPHIC. GL -I GLASS 3/4" CLEAR TEMPERED BUTT JOINTS WITH POLISHED EDGES GL -2 MIRROR -- 1/4° MIRRORED GLASS W/ MACHINE POLISHED EDGES 6L -3 AEROPOSTALE VENDOR ELECTRIFIED LIQUID CRYSTAL GLASS; FITTING ROOM DOORS PF -I AEROFOSTALE VENDOR FLAV -1815 AST: CUSTOM VINYL FLOORING 6° x 36° PL -I AEROPOSTALE VENDOR CUSTOM PLASTIC LAMINATE ON MDF PANELS; FINISHED TO MATCH PF -I VCT-I ARMSTRONG #51911 CLASSIC WHITE 12' X 12' TILES; STOCK ROOM AND EXIT CORRIDOR 13 AEROPOSTALE VENDOR PREFINISFED TO MATCH MT -I 3-I/2" HIGH W000 BASE B-2 ROPPE 175 - SLATE 4° HIGH COVE RUBBER BASE NC -I AEROPOSTALE VENDOR ---- WALL PAPER WITH CUSTOM GRAPHICS T -2 DALTILE N./FIRESTONE SELECT INS COLOR: 11II1ITESTONE V501 8` x 5° TILES W/ MATCHING BULLNOSE P-4689 8x8, GROUT: CUSTOM BUILDING PRODUCTS #362 BONE SEE NOTE file) AGP -I USG - RADAR WHITE 2' X 4' PANEL $ GRID - SEE FINISH NOTE # 17 MUSIC 5Y5TEM: BOB GREENFIELD EGI PHONE - q08- 412 -g500 VENDOR CONTACT LIST: G.G. TO CONTACT AEROPOSTALE PRIOR TO START OF CONSTRUCTION TO CONFIRM ALL VENDOR SUPPLIED ITEMS 4 INSTAI I ATION $ SCHEDULE. SECURITY SYSTEM: MIKE GIOSA SENSORMATIG / ADT PHONE - 215- q46 -81IS INTERIOR STOREFRONT/ FITTING ROOMS: JORGE GOMEZ AMERICAN PRODUCTS, INC. PHONE - 813 -q25 -0144 EXT. 203 C L A S S T Y P E - 3 S P E C I F I C A T I O N S PERFORMANCE SPECIFICATION FOR CONTROL MECHANISMS OF GLASS TYPE 6L -3 IN FITTING ROOM DOOR ASSEMBLY: I. WHEN NO ONE 15 IN THE FITTING ROOM, THE DOOR GLASS SHOULD RECEIVE AN ELECTRICAL CURRENT WHICH MAKES THE DOOR GLASS CLEAR. 2. WHEN SOMEONE ENTERS THE FITTING ROOM AND CLOC/EG THE DOOR, THE ELECTRICAL CONNECTION TO THE DOOR GLASS 15 BROKEN VIA THE FOLLOWING TWO MECHANISMS: A. A PROXIMITY SWITCH INSTAL! Fr) IN THE RECEIVER POCKET OF THUMBTURN DEADBOLT CUTS POWER TO THE POOR GLASS. (NO DELAY) B. A MOTION DETECTOR IN THE CEILING OF THE DRESSING ROOM SENSES MOVEMENT. POWER 15 CUT TO THE DOOR GLASS VIA A TIME DELAY RELAY. CONTRACTOR TO COODINATE DELAY TIMES WITH THE OWNER THE MOTION DETECTOR SHOULD BE OF A TYPE THAT LIMITS ITS SENSITIVITY RANGE TO THE FOOTPRINT OF THE FITTING ROOM. THE ELECTRICAL CURRENT TO THE DOOR GLASS CANNOT BE RE- ESTABLISHED UNTIL THE DOOR 15 OPENED. 3. ELECTRICAL POWER 15 RECONNECTED TO THE DOOR GLASS BY OPENING THE DOOR. THIS 15 THE ONLY WAY ELECTRICAL POWER GAN BE RESTORED TO THE DOOR GLASS. A PROXIMITY SNITCH ON THE DOOR FRAME SENSES THAT THE DOOR HAS BEEN OPENED. VIA A TIME DELAY SWITCH, THE GLASS ON THE DOOR 15 RE- GENERIZED (MAKING IT CLEAR). CONTRACTOR TO COORDINATE DELAY TIMES WITH THE OWNER. CONTRACTOR TO COORDINATE INTEGRATION OF MOTION DETECTOR, JAMB MOUNTED PROXIMITY SWITCH, TIUMBTURN PROXIMITY SNITCH, TIME DELAY RELAYS AND GLASS TYPE GL -3 WITH OWNER SPEGIFIGATION FOR ENTRY DOOR - DOOR #I / EQUAL EQUAL 6-O" / \ 0 ENTRY DOOR HARDWARE, EXCEPT AS NOTED BELOW, SIDE LITE FRAMING, AND GLAZING CHANNELS TO BE FURNISHED BY AEROPOSTALE'S VENDOR AND INSTALLED BY THE G.G. BASED ON THE FOLLOWING SPECIFICATIONS. GLASS 15 FURNISHED AND INSTALLED BY THE G.G. G.G. 15 TO FURNISH A FULL AND COMPLETE INSTALLATION OF ALL COMPONENTS. GLASS: A. FURNISH TEMPERED SAFETY GLASS. CLEAR, 3/4" THICK, MEETING ANSI Zg7.1 REGULATIONS. EDGES TO BE FLAT POLISHED. DOOR FITTINGS: A. DOOR STYLE TO BE TYPE B/P. I. FULL WIDTH EXTRUDED ALUMINUM DOOR RAIL AT BOTTOM 2. SMALL PIVOT PATCH FITTINGS AT TOP CORNERS. 3. FINISH TO BE CUSTOM POWDER GOAT FINISH TO MATCH AEROPOSTALE MT -I FINISH. HARDWARE: A. FURNISH (4) DUST PROOF FLOOR STRIKES TO HOLD DOOR IN OPEN POSITION. B. FURNISH PUSH/PULL HARDWARE AS FOLLOWS: I. I DIAMETER METAL BARS 2. 12" BACK TO BACK CONFIGURATION 3. FINISH TO BE CUSTOM POWDER COATED TO MATCH AEROPOSTALE MT -I FINISH. G. FURNISH LOCKING DEVICES AS FOLLOWS: I. BOTTOM RAIL LOCK IN BOTTOM DOOR RAIL. 2. CYLINDER TO BE BEST MORTISE CYLINDER 1E74 - I -1/2" 626 (BY G.G) 3. INTERIOR TO HAVE BEST MORTISE THUMB CYLINDER 626 (BY G.G) D. FURNISH TRANSOM STOP AS FOLLOWS: I. TRANSOM STOP PATCH FITTING 2. FINISH TO BE CUSTOM POWDER COATED TO MATCH AEROPOSTALE MT -I FINISH. E. FURNISH TRANSOM SIDE -LITE LINK WITH PIVOT AS FOLLOWS: I. TRANSOM STOP PATCH FITTING 2. FINISH TO BE CUSTOM POWDER COATED TO MATCH AEROPOSTALE MT -I FINISH. GLAZING CHANNEL: A. G.G. TO INSTALL GLAZING CHANNEL TO TOP OF SIDE -LITES AND GLASS TRANSOM. GLAZING CHANNEL TO BE FURNISHED BY AEROPOSTALE VENDOR TO MATCH AEROPOSTALE STANDARD GLAZING CHANNEL. FINISH TO BE AEROPOSTALE MT -I FINISH. FINISH NOTES ALL INTERIOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH CURRENT STATE AND LOCAL BUILDING GORES. THE G.G. SHALL PROVIDE ALL FLAME SPREAD AND SMOKE DENSITY RATINGS FOR FINISH MATERIALS TO THE BUILDING DEPT. AS REQUIRED. 2. ALL INTERIOR WALL AND CEILING FINISHES 'SHALL MEET THE FOLLOWING SPECIFICATIONS: MALL SIDE WALLS $ CEILINGS A. CLASS 'B' FLAME 26 TO 15 MAX. SPREAD INDEX B. SMOKE DENSITY 300 MAX. RATING TENANT SIDE WALLS * CEILINGS A. CLASS 'C' FLAME 76 TO 200 MAX. SPREAD INDEX B. SMOKE DENSITY 450 MAX. RATING ALL WOOD MUST BE CLASS 'A' FIRE RATED NON-COMBUSTIBLE MATERIAL. ALL WOOD MILLWORK MUST BE GLASS 'A' STAMPED OR FURNISH MANUFACTURER'S CERTIFICATION. ALL PAINTED SURFACES TO RECEIVE ONE (I) PRIME GOAT AND TWO (2) FINISH GOATS. PAINT FINISH TYPES AND LOCATIONS: FLAT FINISH - ALL INTERIOR GYP. BD. CEILINGS IN SALES AREA AND FITTING ROOMS. EGGSHELL FINISH - ALL INTERIOR GYP. B0. WALLS IN SALES AREA AND FITTING ROOMS. LOW LUSTRE FINISH - ALL INTERIOR WOOD SURFACES AND DOORS. SEMI -GLOSS FINISH - ALL INTERIOR GYP. BD. WALLS IN TOILET ROOMS. ALL DOORS AND FRAMES TO BE PAINTED TO MATCH ADJACENT SURFACES. G.G. TO FURNISH AND INSTALL 4" HIGH DOVE BASE IN STOCK ROOM AND EXIT CORRIDOR. COLOR AS SELECTED IN SCHEDULE. CUSTOM WALL PAPER ON GRAPHIC PANELS ALONG PERIMtmtk WALLS. SUPPLIED BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. G.G. TO COORDINATE WITH AEROPOSTALE. 10. RESTROOM SHEET VINYL FLOORING TO BE A SEAMLESS APPLICATION AND WILL CONTINUE UP WALLS FOR A 6° HIGH BASE. G.G. TO FURNISH AND INSTALL FLOORING AND ADHESIVE. USE HEAT WELD ROD COLOR 542354. G.C. TO FOLLOW MANUFACTURER'S INSTALLATION REQUIREMENTS. II. ALL MATERIALS INSTALLED SHALL BE A MINIMUM OF CLA55 II. 12. ALI MATERIALS INSTALLED ON THE STOREFRONT SHALL BE A MINIMUM OF CLASS III. 13. MATERIALS NOT MEETING THE GLASS MINIMUMS IN NOTE #I1 4 NOTE #12, SHALL BE COVERED WITH A COATING OF NOT LESS THAN I /2S' THICK THAT 15 RATED FOR THE REQUIRED CLASSIFICATION. 14. AFTER INSTALLATION OF ALL MILLWORK; G.C. TO TOUCH UP ANY SURFACES THAT MAY BE DAMAGED. 15. G.G. SHALL PAINT ALL NON -SALES AREA PARTITIONS 4 GYP. BD. CEILINGS P -I, IF NO CEILING 15 SPECIFIED IN THE NON -SALES AREA, G.G. TO LEAVE DECK $ STRUCTURE ABOVE UNPAINTED. I. CERAMIC TILE FURNISHED AND INSTALLED BY G.G. GROUT COLOR TO BE "CUSTOM BUILDING PRODUCTS #382 BONE.° 17. ACOUSTICAL CEILING PANELS IN THE STOCK AREAS, WHERE APPLICABLE, SHALL BE 'USG' RADAR SERIES #2310 OR EQUAL. 2' X 4' TILES WITH A STRAIGHT EDGE. ONE HOUR RATED TILES REQUIRED. DOOR /FRAME TYPES MALL SIGNAGE, COORDINATE W/ FACILITIES DIRECTOR PEEP HOLE NOTES: - FIRE RATED DOOR ASSEMBLY - PAINTED PER THE CENTER'S SPECIFICATIONS -DOOR CLOSER TENANT BIDE OF DOOR * 2 HIGH DIE CUT VANDAL PROOF WHITE HELVETICA BLOCK STYLE LETTERS ON A RED BACKGROUND CENTERED AT 5' -0" AFF. oy, RESPONSIBILITY SCHEDULE GENERAL BUILDING PERMIT / FEES OTHER PERMITS, FEES, INSURANCE TRASH REMOVAL d DUMPSTER CONCRETE SLAB - STRUCTURAL TEMPORARY BARRICADES GLEAN -UP 4 FINAL GLEANING STORE FRONT DEMOLITION FIRE RATED WOOD BLOCKING NEUTRAL PIERS 4 LANDLORD BULKHEAD STOREFRONT METAL REVEALS STOREFRONT STEEL AND CONNECTIONS STOREFRONT GLASS DOORS AND HARDWARE STOREFRONT GLAZING CHANNELS STOREFRONT GLASS STOREFRONT RESIN PANELS FRAMING 4 SHEATHING BRAKE METAL STOREFRONT ENTRY STOREFRONT SIGN ASSEMBLY STOREFRONT SIGNAGE GRAPHIC, BOXES BLADE SIGN 4 HARDWARE GENERAL CONSTRUCTION DEMOLITION TRENCHING OF EXISTING SLAB DEMISING PARTITION STUDS DEMISING PARTITION GYP. BD. CARPENTRY, ROUGH AND FINISH INTERIOR PARTITION GYP. BD., METAL STUDS, FURRING, ETC. SOUND INSULATION BLOCKING AND METAL STRAPPING GYPSUM BOARD CEILING t4 APPLICABLE FRAMING/ SUSPENSION CEILING ACCESS PANELS LIGHT COVES, SOFFITS 4 APPLICABLE FRAMING ACOUSTICAL CEILING TILES 4 SUSPENSION SYSTEM DOORS .4 FRAMES (EXCEPT FITTING ROOMS) DOOR HARDWARE (EXCEPT FITTING ROOMS) FITTING ROOM DOORS, FRAMES AND HARDWARE SALES AREA AND FITTING ROOM MIRROR FRAMES SALES AREA AND FITTING ROOM MIRRORS AND MASTICS GRAPHIC PANEL FRAMES WALLPAPER FOR GRAPHIC PANELS PAINTING FLOOR PREPARATION TILE FLOORING * GROUT PLANK FLOORING PLASTIC LAMINATE PLATFORMS REDUCER STRIP ADHESIVES, ETC. FLOOR TRANSITION STRIPS METAL BASE 4 TRIM - MT -I WOOD BASE VGT VINYL BASE SHEET VINYL FLOORING (RESTROOMS ONLY) FLOOR PROTECTION PEDIMAT ENTRANCE MAT TOILET ACCESSORIES FIRE EXTINGUISIIERS GRAPHIC BOXES ® BACKWRAP GRAPHIC BOXES @ PERIMETER SOFFIT FIRE ALARM X w ua v d • • 0 z u� t • H ul 2 O. • • • • • • • • • • • • • • • • • • • • • • • CONNECTION * WIRING OF AMOEBA FIXTURES �,:: ,` • _REMARKS PORTION OF BACK WALL MALL FLOORING - COORDINATE REPLACEMENT 1/11 MALL MANAGEMENT FURNISHED BY FIXTURE VENDOR FIXTURES PERIMETER FIXTURES (WALL PANELS, DIVIDER PANELS 8 SHELVING) • MILLWORK PACKAGE • CASH REGISTERS 4 EQUIPMENT FREE STANDING FIXTURES FITTING ROOM ACCESSORIES • MILLWORK PACKAGE 1 i•'r iR f'nMPt TANCE I `Al ` Y�I • .. - I I APPROVicu I VISUAL FIXTURE/MANNEQUINS, ETC. • • >. i is AI i r■ r )TI11hi PERIMETER FIXTURE/NALL SYSTEM HARDWARE • MILLWORK PACKAGE I GASHWRAPB BACKWRAP • MILLWORK PACKAGE QFVTFWED I I FITTING ROOM BENCH • MILLWORK PACKAGE 'AWE MERCHANDISE DISPLAY TRACKS jr'1:: 1 ., �,,.... FEATURE WALL 0 • MILLWORK PACKAGE FEATURE WALL HARDWARE • MILLWORK PACKAGE I . ,„c -r Op. ,,,lI MANAGER'S DESK, LIGHT, SHELVING 4 SAFE uLy kJ, I Lio r s 11 LOCKERS i lRi ITI fTM 1� �15i1Jid ALL NON -SALES SHELVING MECHANICAL - REFER TO MECHANICAL SHEETS FOR ADDITIONAL INFORMATION HVAG UNITS 0: • SEE NOTE #I BELOW HVAG FILTER CHANGE • FOR I YEAR AFTER TURN -OVER INCLUDING REGULAR MAINTENANCE SMOKE DETECTION • ROOF WORK SEE NOTE #I BELOW HVAG UNIT CURB SEE NOTE #I BELOW HVAC DISTRIBUTION - DUCTWORK, DIFFUSERS, ETC. 0 • AIR BALANCING • • EXHAUST FAN $ VENTING ?• RETURN AIR GRILLES • HVAG SERVICE GALLS •: • FOR I YEAR AFTER TURN -OVER INCLUDING REGULAR MAINTENANCE HEAT DETECTION SMOKE EVACUATION SYSTEM LANDLORD SYSTEM, NO WORK IN SPACE FIRE SPRINKLER SHUT -OFF •'• TRANSFER GRILLE FIRE DAMPERS •' • SPRINKLER SYSTEM MODIFICATION 0: • SEE NOTE #I BELOW PLUMBING FIXTURES (FIG ACCESSIBLE) • • SEE MECHANICAL PLANS FOR MORE INFO HATER SEWER 5 *> • ELECTRICAL - REFER TO ELECTRICAL 51-1ET5 FOR ADDITIONAL INFORMATION METER SOCKET ELECTRICAL SERVICE 200 AMP DISCONNECT IN SPACE, SEE E3 TRANSFORMER 0. J • ELECTRICAL PANELS [; „• 0: • WIRING, CIRCUITING, RECEPTACLES, SWITCHES, ETC. 0'1 • EMERGENCY LIGHTING LIGHT FIXTURES 6 TRACK LAMPS EXIT SIGNS CONNECTION 4 WIRING OF GASHV RAP/ BACKWRAP 'S' SEE NOTE #I BELOW TELEPHONE SYSTEM TELEPHONE, P.0.5. SYSTEM CONDUIT • • SEE CONTACT INFO ON THIS SHEET P05 SYSTEM PANEL ALARM DEVICE AT REAR DOOR Iii.! • .:;:`:' SEE CONTACT INFO ON THIS SHEET 0: • DOOR BUZZER AT STOCKROOM •l • DOOR BUZZER CONTACT AT STOCKROOM <1 • SENSORMATIG SECURITY SYSTEM ( *SE NOTE 2 BELOW) 0: • :':...] SEE CONTACT INFO ON 11 SHEET SOUND SYSTEM `EEL CONTACT INFO ON THIS SHEET MAIN SIGN WHIP .:1 • OUTLETS FOR SEASONAL CASE 01• GENERAL RESPONSIBILITY NOTE(S): I. G.G. TO CONTACT THE MALL OPERATIONS MANAGER TO VERIFY ANY /ALL REQUIRED CONTRACTORS FOR THIS MALL. THE G.G. 15 TO PROVIDE ALTERNATE BID(S) FOR ALL LANDLORD REQUIRED CONTRACTORS. 2. SC WILL BE RESPONSIBLE TO CONTACT SENSORMATIG DURING THE FIRST WEEK OF CONSTRUCTION TO SCHEDULE A SITE VISIT BY A SENSORMATIG TECHNICIAN, THE TECHNICIAN WILL AT THAT TIME, PERFORM A TEST TO DETERMINE THE CAPABILITY OF THE SECURITY SYSTEM WITH THE EXISTING CONDITIONS. DATE: 11/23/01 JOB NO: 01193 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 rn J r- Q M N a z W W U Q 0 N N 8897 C OF MORGA STATE OF WASH1N REVISIONS /\ .E\IISION .aLNNrEb f JAN 0 4 2008 SHEET NUMBER 1 W co co co 0) 12/27/07 Ili z z SCHUL-7-B AND VM\1DOR L EST Wall Type Schedule jka11 Type • r • a uctio A NEW ONE HOUR RATED DEMISING PARTITION: 20 GAUGE, 3 5/8" METAL STUDS @ 16" O.G. TO STRUCTURE ABOVE BY THE LANDLORD. G.G. TO FURNISH AND INSTALL ONE LAYER 5 /S" TYPE 'X' GYP. BD. ON TENANT 5110E ONLY TO STRUCTURE ABOVE. FIRESEAL TO MAINTAIN A ONE HOUR RATING AT INTERSECTION OF CEILING. G.G. TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED. SEE DETAIL 5 /A10. 1 0 0 R - - . D I INC. - A - TITIO 0 G' 3 /2 T- AI , 5T1)DS @ 16" O.G. TO STRUCTURE ABOVE BY THE LANDLORD. G.G. TO FURNISH AND INSTALL ONE LAYER 5/8" TYPE 'X' GYP. BD. ON TENANT SIDE ONLY TO 6" BELOW DECK. ALLOW A MINIMUM OF 6" CLEAR OPEN HEIGHT BETWEEN CEILING AND STRUCTURE ABOVE FOR RETURN AIR PLENUM. FIRESEAL TO MAINTAIN A ONE HOUR RATING AT INTERSECTION OF CEILING. G.G. TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED. SEE DETAIL 6 /AIO. 10 NEW ONE HOUR RATED CHASE PARTITION: 20 GAUGE, 3 5/S" METAL STUDS @ I6" D.G. TO STRUGTURE ABOVE Sy THE LANDLORD. LANDLORD TO FURNISH AND INSTALL ONE LAYER 5/8" TYPE 'X' GYP. BD. ON BOTH 5IDE5 TO STRUCTURE ABOVE. FIRESEAL TO MAINTAIN A ONE HOUR RATING. THIS INCLUDES ANY BEAMS AND /OR COLUMNS THAT MAY BE INCIDENT TO THIS WALL, BUT NOT FULLY CONTAINED WITHIN THE WALL. THESE PROTRUSIONS MUST ALSO BE FULLY COVERED TO MAINTAIN A ONE HOUR RATING. LANDLORD TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED. G.G. TO VERIFY THESE CONDITIONS ARE MET. SEE DETAIL 5 /A10. B STOCK PARTITION: G.G. TO FURNISH AND INSTALL 20 GAUGE, 3 5 /8" METAL STUDS @ I6" O.G. TO STRUCTURE ABOVE, ONE LAYER OF 5/8" GYP. BD. BOTH SIDES TO 6" ABOVE CEILING ON BOTH SIDES. G.G. TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED. SEE DETAIL 6 /AI0. BI ONE HOUR RATED SALES /STOCK PARTITION: G.G. TO FURNISH AND INSTALL 20 GAUGE, 3 5/8" METAL STUDS @ 16" D.G. TO STRUCTURE ABOVE, ONE LAYER OF 5/8" TYPE 'X' GYP. BD. BOTH SIDES TO ALLOW A MINIMUM OF 6" CLEAR OPEN HEIGHT BETWEEN CEILING AND STRUCTURE ABOVE FOR RETURN AIR PLENUM. FIRESEAL TO MAINTAIN A ONE HOUR RATING AT CEILING HEIGHT. G.G. TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED. SEE DETAIL 6 /AIO. Wall Type Schedule 0 IT•e • r • F FURR -OUT PARTITION: G.G. TO FURR -OUT PARTITION WITH 20 GAUGE METAL STUDS (VERIFY 57U0 SIZE IN FIELD) @ 16" O.G. AND 5/8" GYP. ED. TO 6" ABOVE CEILING. G.G. TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED. SEE DETAIL Q /AQ. yr C2 •�• _ -.r_-. 77. , 7" " rr" w-74,--7---- _7w • GAUGE 2 1/2" METAL STUDS @ 16" O.G. TO UNDE OF CEILING ABOVE, 5/0" GYP BD ON EXPOSED FACES TO CEILING ABOVE. G.G. TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED. SEE DETAIL II /AIO. ONE HOUR RATED INTERIOR COLUMN WRAP 20 GAUGE, 2 1/2" OR 3 5/8" METAL STUDS W/ 5 /5" TYPE 'X' GYP. BD. AROUND COLUMN TO STRUCTURE ABOVE. FIRESEAL TO MAINTAIN A ONE HOUR RATING, G.G. TO FINISH, TAPE, SPACKLE, SAND AND PRIME EXPOSED AREAS TO BE PAINTED. SEE DETAIL 2 /AI. 10 TOILET ROOM PARTITION: 16 GAUGE, 3 5/5" METAL STUDS @ 12" O.G. TO 8' - O" A.F.F. WITH 1/2" M.R. GYP. BD. ON WET SIDES, STANDARD GYP. BD. ON EXTERIOR. PROVIDE FIRE RETARDANT TREATED BLOCKING INSIDE PARTITION FOR TOILET ROOM ACCESSORIES (IF APPLICABLE). G.G. TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED. SEE DETAIL 3 /AI0 FOR CAP. 103 TOILET ROOM FURR -OUT: 3/4" FURRING CHANNELS @ 12" O.G. ON EXISTING DEMISING WALL. ONE LAYER 1/2" M.R. GYP. BD. TO S' - O" A.F.F. PROVIDE FIRE RETARDANT TREATED BLOCKING INSIDE PARTITION FOR TOILET ROOM ACCESSORIES. G.G. TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED. SEE DETAIL 12 /AID. 04 TOILET ROOM PLUMBING CHASE PARTITION: 16 GAUGE, 6" METAL STUD PLUMBING CHASE @ 12" O.G. TO STRUCTURE ABOVE WITH 1/2" M.R. GYP. BD. ON WET SIDES TO ALLOW A MINIMUM OF 6" CLEAR OPEN HEIGHT BETWEEN CEILING AND STRUCTURE ABOVE FOR RETURN AIR PLENUM. PROVIDE FIRE RETARDANT TREATED BLOCKING INSIDE PARTITION FOR TOILET ROOM ACCESSORIES (IF APPLICABLE). G.G. TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED. SEE DETAIL 1 /AIO. E FRONT SALES AREA WING WALL: G.G. TO FURNISH AND INSTALL 20 GAUGE 6" METAL STUDS @ 12" O.G. TO UNDERSIDE OF GYP. BD. CEILING ABOVE, ONE LAYER OF 5/8" GYP. BD. EACH SIDE TO UNDERSIDE OF CEILING ABOVE. G.G. TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED. SEE DETAIL S /AIO. Wall Type Schedule Wall Type Construction F FITTING ROOM PARTITION: G.G. TO FURNISH AND INSTALL 16 GAUGE, 2 1/2" METAL STUDS @ 12" O.G. TO 10' -2" A.F.F. WITH CONTINUOUS SOUND INSULATION 4 ONE LAYER OF 5/8" GYP. BD. BOTH SIDES TO UNDERSIDE OF CEILING. G.G. TO PROVIDE FIRE RETARDANT TREATED BLOCKING INSIDE PARTITION FOR FITTING ROOM ACCESSORIES (AS APPLICABLE) $ FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED. 5 r T- L 1/ • 4 02 10 . H ONE HOUR RATED INTERIOR COLUMN WRAP 20 GAUGE, 2 1/2" OR 3 5/8" METAL STUDS W/ 5 /5" TYPE 'X' GYP. BD. AROUND COLUMN TO STRUCTURE ABOVE. FIRESEAL TO MAINTAIN A ONE HOUR RATING, G.G. TO FINISH, TAPE, SPACKLE, SAND AND PRIME EXPOSED AREAS TO BE PAINTED. SEE DETAIL 2 /AI. J - - M - L T U -0 T. .G. TO 1 ' 1 'STAL • ' 7 16 GAUGE METAL STRAPS HORIZONTALLY ON THE FACE OF THE WALL FOR PERIMETER SHELVING SYSTEM. SHELVING SYSTEM FURNISHED BY AEROPOSTALE VENDOR 4 INSTALLED BY G.G. SEE DETAIL Q /AS FOR SHELVING INFORMATION AND QUANTITY, LOCATION AND HEIGHT OF METAL STRAPS. K -. . . _ ONE HOUR RATED EXIT CORRIDOR PARTITION: G.G. TO FURNISH AND INSTALL 20 GAUGE, 3 5 /5" METAL STUDS © 16" O.G. TO STRUCTURE ABOVE, ONE LAYER OF 5/5" TYPE 'X' GYP. BD. BOTH SIDES TO STRUCTURE ABOVE. FIRESEAL TO MAINTAIN A ONE HOUR RATING AT CEILING HEIGHT. G.G. TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED. SEE DETAIL 5 /AIO. K2 RATED RECESSED REAR ENTRY PARTITION: G.C. TO FUR ISH 4 INSTALL 20 GAUGE, 3 5/8" METAL STUDS @ 16" O.G. WITH ONE LAYER 5/5" TYPE 'X' GYP. BD. EACH SIDE TO Gl' -O" A.F.F. FINISH MALL CORRIDOR SIDE TO MATCH LANDLORD FINISHES. INTERIOR FINISH TO BE PAINTED. SEE DETAIL 8 /A1 FOR CAP. 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" �'SA • 23k5 %':�.Fkn.".>'t�33Sr'�,''di9}]i' .v - •�'•'�� '.5'SY�i" - s_�•. - �;: ia7 �. r' 33' t ui�.KD:Ltt�x"' .rc. � A ��a t � t, ..t�::..t:.''S� ' c�E..s31Faa. + �3 '��k..°.�°i`r.�^. k� d;: .� A �Ff�� ka'EIY.i�� �5xa; -- - S �' . �k�?3.i' ?i."f�'X.f[+ , - wat: z�:.�*:•• Js:. �:...: � �z<x;:. - _•. F ,.a3 tza•�:�� >t� �e� CORRIDOR r- 63 CONSTRUCTION PLAN Scale: 1 /4" = 1'-0" 25 30' -O" 107 - LEASE LINE LEASE LINE 30 -0" Poo -00(0 GENERAL NOTES: A. THE G.G. SHALL FIELD VERIFY ALL DIMENSIONS AND JOB CONDITIONS AND SHALL REPORT TO THE OWNER ANY DISCREPANCIES AND /OR OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK HEREIN. B. ALL WOOD, WO0D BLOCKING, AND /OR MDF OTHER THAN FINISHED WOOD TRIM SHALL SE FIRE RETARDANT TREATED. C. REFER TO FINISH SCHEDULE AND NOTES ON DRAWING 151 FOR ADDITIONAL INFORMATION. D. SEE SHEET AIO AND PLUMBING DRAWINGS FOR INFORMATION ON BATHROOM FIXTURING AND HARDWARE. E. ALL METAL SW PARTITIONS SHALL SE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. F. ANY PARTITION THAT INTERSECTS AN EXISTING EXPANSION JOINT SHALL 15E BUILT ACCORDING TO DETAIL 4 /AI0. G. "JEANS WALL" 15 A MERCHANDISING REFERENCE, THE ONLY CONSTRUCTION DIFFERENCE FROM THE STANDARD PERIMETER WALL SHELVING IS THERE 15 NO INTERMEDIATE MERCHANDISE DIVIDER PANEL. IS' -10" KEY NOTES: I. REA ELECTRICAL EQUIPMENT LOCATION. REFER TO ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. 2. FITTING ROOM CONTROLLER PANEL. REFER TO FITTING ROOM INSTALLATION GUIDE. FURNISHED 13Y AMERICAN PRODUCTS, INC. SEE 151 FOR CONTACT INFORMATION. 3. EDGE OF RAISED PLATFORM - SEE DETAIL 3 /A7. 4. NEW INSTANTANEOUS WATER HEATER MOUNTED BELOW LAVATORY (NOT TO IMPEDE UPON HANDICAP ACCESSIBILITY) - SEE PLUMBING PLANS FOR ADDITIONAL INFORMATION 5. LINE OF SOFFIT a CEILING COVE ABOVE. SEE DETAIL 3/A4. 6. OUTLINE OF MILLWORK FEATURE WALL. NO SOFFIT AT THIS AREA. SEE SHEET A2 FOR MORE INFORMATION. 1. GRAPHIC BOX PROVIDED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. SEE ELECTRICAL DRAWINGS FOR REQUIREMENTS. a STOREFRONT ENTRY COLUMNS, SEE DETAIL 4/A6. 11. EXISTING MALL NEUTRAL PIER. 10. LINE OF LIGHT COVE ABOVE BAMBOO AMOEBA FIXTURE. SEE DETAIL 4/A4. II. LINE OF CEILING COVE (GRAPHIC. BOX) ABOVE. SEE DETAIL 5/A5. 12. G.G. TO FURNISH $ INSTALL SIGNAGE AT 60° AFF TO READ: "THIS DOOR TO REMAIN UNLOCKED WHENEVER THE BUILDING 15 OCCUPIED" AT THIS LOCATION. 13. REMOVE EXISTING STUDS FOR NEW ALCOVE. 14. 4" X 4° 10 GAUGE STAINLESS STEEL CORNER GUARDS AT REAR DOOR ALCOVE. 4" - 0" HIGH. 15. G.G. TO NOTE THAT THE LANDLORD STOREFRONT I5 ON A LARGE RADIUS (674' -5 ") 16. EXISTING STEEL BRACING AT THE BACK WALL. WRAP IN GYP. BD. WHERE EXPOSED. 11. DECK HEIGHT TRANSITION AT THE COLUMN LINE FROM IS' -Q" (FRONT) TO 20' - (REAR). VERIFY IN FIELD. NOTE: G.G. TO VERIFY MINIMUM HEAD HEIGHT BELOW ANGLED STEEL BRACE AT REAR EXIT BEFORE STARTING ANY CONSTRUCTION. NOTE: ANY PARTITION THAT EXCEEDS I7' -1" IN HEIGHT WITH 3 5/8 "X20 GA. STEEL STUDS SHALL REQUIRE BRACING, SEE DETAIL G /A10. SALES AREA 2 11 NON -SALES AREA as! 23% TOTAL 3S6S T00% Scale: 1" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED City Of Tukwila IILDING_ DIVISION AN I G 200b - MO - Thr - vvi 1 a BUILDING_ DIVISION WOOD SASE; B -I, TYPICAL AT COLUMN WRAP EXISTING STRUCTURAL COLUMN (FIELD VERIFY) POWDER COATED STEEL CORNER GUARDS TO 7' -0° A.F.F.; P - I; FURNISHED BY AEROPOSTALE VENDOR, INSTALLED 13Y G.G. 5/5" TYPE 'X' GYP. BD. COLUMN WRAP TO DECK ABOVE. G.G. TO MAINTAIN FIRE RATING/PROOFING AS REQUIRED BY MALL AUTHORITIES AND LOCAL CODES WIDTH DIM. AS PER EXTG. STRUCTURAL COLUMN. G.G. TO HOLD FRAMING AS TIGHT TO COLUMN AS POSSIBLE (V.I.F) ENLARGED COLUMN DETAIL DATE: 11/23/01 JOB NO: 011g3 DRAWN: CHECKED: 711 N. FIELDER RD. 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"•� � YS3 ffiY.ri "• ' '""" c.:caR l3a-„z"� -, n'2:£=' -• .fif'G d, {'e:S tiY#iK"d %7Cs r 35' ���.` u.:: �..��.'`�& �,fi£�...�:Y•Y�3!C A J. �.,sy, :^x< n� > -`�'� ` . y ..,. � a u . .ts. �� -1` - � • �G����' <...a- +xo r -.�... _ xn -3�,Y, • �. .,`�'_, .. . "'" .' '� " "Ei� ` - :. � .a:i:K.�.'�..�i.`^�.. u.•,:: � . .. " �'SA • 23k5 %':�.Fkn.".>'t�33Sr'�,''di9}]i' .v - •�'•'�� '.5'SY�i" - s_�•. - �;: ia7 �. r' 33' t ui�.KD:Ltt�x"' .rc. � A ��a t � t, ..t�::..t:.''S� ' c�E..s31Faa. + �3 '��k..°.�°i`r.�^. k� d;: .� A �Ff�� ka'EIY.i�� �5xa; -- - S �' . �k�?3.i' ?i."f�'X.f[+ , - wat: z�:.�*:•• Js:. �:...: � �z<x;:. - _•. F ,.a3 tza•�:�� >t� �e� CORRIDOR r- 63 CONSTRUCTION PLAN Scale: 1 /4" = 1'-0" 25 30' -O" 107 - LEASE LINE LEASE LINE 30 -0" Poo -00(0 GENERAL NOTES: A. THE G.G. SHALL FIELD VERIFY ALL DIMENSIONS AND JOB CONDITIONS AND SHALL REPORT TO THE OWNER ANY DISCREPANCIES AND /OR OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK HEREIN. B. ALL WOOD, WO0D BLOCKING, AND /OR MDF OTHER THAN FINISHED WOOD TRIM SHALL SE FIRE RETARDANT TREATED. C. REFER TO FINISH SCHEDULE AND NOTES ON DRAWING 151 FOR ADDITIONAL INFORMATION. D. SEE SHEET AIO AND PLUMBING DRAWINGS FOR INFORMATION ON BATHROOM FIXTURING AND HARDWARE. E. ALL METAL SW PARTITIONS SHALL SE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. F. ANY PARTITION THAT INTERSECTS AN EXISTING EXPANSION JOINT SHALL 15E BUILT ACCORDING TO DETAIL 4 /AI0. G. "JEANS WALL" 15 A MERCHANDISING REFERENCE, THE ONLY CONSTRUCTION DIFFERENCE FROM THE STANDARD PERIMETER WALL SHELVING IS THERE 15 NO INTERMEDIATE MERCHANDISE DIVIDER PANEL. IS' -10" KEY NOTES: I. REA ELECTRICAL EQUIPMENT LOCATION. REFER TO ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. 2. FITTING ROOM CONTROLLER PANEL. REFER TO FITTING ROOM INSTALLATION GUIDE. FURNISHED 13Y AMERICAN PRODUCTS, INC. SEE 151 FOR CONTACT INFORMATION. 3. EDGE OF RAISED PLATFORM - SEE DETAIL 3 /A7. 4. NEW INSTANTANEOUS WATER HEATER MOUNTED BELOW LAVATORY (NOT TO IMPEDE UPON HANDICAP ACCESSIBILITY) - SEE PLUMBING PLANS FOR ADDITIONAL INFORMATION 5. LINE OF SOFFIT a CEILING COVE ABOVE. SEE DETAIL 3/A4. 6. OUTLINE OF MILLWORK FEATURE WALL. NO SOFFIT AT THIS AREA. SEE SHEET A2 FOR MORE INFORMATION. 1. GRAPHIC BOX PROVIDED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. SEE ELECTRICAL DRAWINGS FOR REQUIREMENTS. a STOREFRONT ENTRY COLUMNS, SEE DETAIL 4/A6. 11. EXISTING MALL NEUTRAL PIER. 10. LINE OF LIGHT COVE ABOVE BAMBOO AMOEBA FIXTURE. SEE DETAIL 4/A4. II. LINE OF CEILING COVE (GRAPHIC. BOX) ABOVE. SEE DETAIL 5/A5. 12. G.G. TO FURNISH $ INSTALL SIGNAGE AT 60° AFF TO READ: "THIS DOOR TO REMAIN UNLOCKED WHENEVER THE BUILDING 15 OCCUPIED" AT THIS LOCATION. 13. REMOVE EXISTING STUDS FOR NEW ALCOVE. 14. 4" X 4° 10 GAUGE STAINLESS STEEL CORNER GUARDS AT REAR DOOR ALCOVE. 4" - 0" HIGH. 15. G.G. TO NOTE THAT THE LANDLORD STOREFRONT I5 ON A LARGE RADIUS (674' -5 ") 16. EXISTING STEEL BRACING AT THE BACK WALL. WRAP IN GYP. BD. WHERE EXPOSED. 11. DECK HEIGHT TRANSITION AT THE COLUMN LINE FROM IS' -Q" (FRONT) TO 20' - (REAR). VERIFY IN FIELD. NOTE: G.G. TO VERIFY MINIMUM HEAD HEIGHT BELOW ANGLED STEEL BRACE AT REAR EXIT BEFORE STARTING ANY CONSTRUCTION. NOTE: ANY PARTITION THAT EXCEEDS I7' -1" IN HEIGHT WITH 3 5/8 "X20 GA. STEEL STUDS SHALL REQUIRE BRACING, SEE DETAIL G /A10. SALES AREA 2 11 NON -SALES AREA as! 23% TOTAL 3S6S T00% Scale: 1" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED City Of Tukwila IILDING_ DIVISION AN I G 200b - MO - Thr - vvi 1 a BUILDING_ DIVISION WOOD SASE; B -I, TYPICAL AT COLUMN WRAP EXISTING STRUCTURAL COLUMN (FIELD VERIFY) POWDER COATED STEEL CORNER GUARDS TO 7' -0° A.F.F.; P - I; FURNISHED BY AEROPOSTALE VENDOR, INSTALLED 13Y G.G. 5/5" TYPE 'X' GYP. BD. COLUMN WRAP TO DECK ABOVE. G.G. TO MAINTAIN FIRE RATING/PROOFING AS REQUIRED BY MALL AUTHORITIES AND LOCAL CODES WIDTH DIM. AS PER EXTG. STRUCTURAL COLUMN. G.G. TO HOLD FRAMING AS TIGHT TO COLUMN AS POSSIBLE (V.I.F) ENLARGED COLUMN DETAIL DATE: 11/23/01 JOB NO: 011g3 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 J J ✓ Q CD • 0 zli H W w U 0 Q to 0 c) REVISIONS REVISION I JAN 04 2008 SHEET NUMBER Al CONSERL4Ct f ON co 0o cy) 12/27/07 0 z z KEY NOTES: I. 32 °D X IS' -10'L X 2' -10 °H BAGKWRAP. SEE SHEET AS FOR ADDITIONAL INFORMATION. 2. 52'D X IS' -81 X 2' -10 "H CA5HWRAP. CASHWRAP TO BE IN 4 SECTIONS. SEE ELEVATIONS 6 /AS $ S /AS. 3. PERIMETER WALL UNITS: RECESSED STANDARDS, MELAMINE WALL PANELS, MERCHANDISE DIVIDER PANELS, SHELVING AND HARDWARE. SEE INTERIOR ELEVATIONS $ DETAILS ON SHEET AS. 4. GRAPHIC PANELS WITH WALLGOVERING (FUG -1) ON FACE OF GYP. BD. SOFFIT ABOVE. G.G. TO INSTALL WALLCOVERING (FURNISHED BY AEROPOSTALE VENDOR) ON PANELS (ALSO FURNISHED BY AEROPOSTALE VENDOR). SEE DETAIL 5/A4 AND INTERIOR ELEVATIONS ON SHEET AS. 5. GRAPHIC BOXES ABOVE (GB -I). SEE SHEET A4 FOR INFORMATION. S. FEATURE WALL ASSEMBLY: PANELS, GLASS DOORS, SHELVING AND HARDWARE. BEE DETAILS THIS SHEET. -1. FREESTANDING SALES FLOOR FIXTURE ((AF -2 (L) AF -2 (R)) TO BE CENTERED UNDER CEILING COVE ABOVE. SEE SHEET A4. S. FITTING ROOM POOR AND FRAME ASSEMBLY FURNISHED BY AEROPOSTALE VENDOR, INSTALLED 5Y G.G. SEE SHEET Aol FOR DETAILS. 9. MANAGER'S DESK FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. VENDOR FURNISHED SAFE BELOW DESK. G.G. TO SLEEVE BOLT SAFE TO FLOOR AS SHOWN IN FIXTURE HANDBOOK. 10. STOCK ROOM SHELVING FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. HEIGHT OF SHELVING 15 10' -0 ". SEE STRUCTURAL PLANS FOR BRACING. G.G. TO ANCHOR SHELVING TO WALL USING VENDOR SUPPLIED COMPONENTS. II. STAFF LOCKERS FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. IN STOCK ROOM AS SHOWN. 12. TOILET ROOM SHELVING - G.G. TO FURNISH AND INSTALL (2) SURFACE MOUNTED STANDARDS WITH (2) 12" DEEP X 36" WIDE WHITE MELAMINE SHELVES. 13. 15.5" WIDE x 495" TALL MIRROR ON BACK OF STOCK DOOR. MIRROR AND MOUNTING COMPONENTS FURNISHED AND INSTALLED BY G.G. 3/4" WHITE MELAMINE ON ALL EXPOSED INTERIOR SURFACES 3/4" LAMINATED MDF ON ALL EXPOSED EXTERIOR SURFACES GLASS/ METAL DISPLAY DOOR ON CONTINUOUS PIANO HINGE 3/4" LAMINATED FIXED MDF SHELF, BEE SECTION FOR • ADDITIONAL INFORMATION Scale: 1/2" = 1' -0" GENERAL NOTES: A. THIS PLAN 15 PROVIDED FOR REFERENCE ONLY. B. PRIOR TO FIXTURE INSTALLATION, REFER TO THE FIXTURE 1 t gI10 ►� OJECT MANAGER (SEE COVER SHEET) AT AEROPOSTALE : IF THE }'IANDBOOK T5 N07 AVAILABLE, CALL T r3 E 4' -0" G. INSTALL THE PERIMETER WALL UNITS BY FIRST TAKING THE HIGH POINT OF THE FLOOR AND SETTING THE CONTROL LINE. D. ALL PERIMETER WALL UNIT PANELS, RECESSED STANDARDS, MERCHANDISE DIVIDER PANELS, FEATURE WALLS, SHELVING AND HARDWARE FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. G.G. TO INSTALL BRACKETS AND SHELVING PRIOR TO TURNOVER. E. ALL FREE STANDING FIXTURES, CASHWRAP, BACKWRAP AND HARDWARE FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. F. FREE STANDING FLOOR FIXTURES SHALL BE PLACED TO ALLOW A 44° WIDE MIN. EGRESS AISLE, CONTINUOUS FROM FRONT TO BACK OF SALES AREA. G. "JEANS WALL" 15 A MERCHANDISING REFERENCE, THE ONLY CONSTRUCTION DIFFERENCE FROM THE STANDARD PERIMETER WALL SHELVING 15 THERE 15 NO INTERMEDIATE MERCHANDISE DIVIDER PANEL. H. FEATURE WALLS ARE FURNI:,HCD BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. REFER TO FIXTURE INSTALLATION GUIDE FOR MORE INFORMATION. I" X 4' FIRE RETARDANT TREATED WOOD BLOCKING (TIP.) 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Y._` �`. 1v���u' l' h�2 ��'•-' w` 4Ge•' d: �+. �. �YS' i�}[ a' i�} tfJ��-/�M _C-��Ai�1�)Y&'is3�Cel. +.��'�i�i.C�`.�'i�'D�.�CA1- W 14.31 .....ice e e xr L 1J i` �sdEs�.' i3 �� - � T4-`b- �' �4 Arww.r. ..'i�'e �`iMailtiari $nafn.G IT IMEMOK'e•,a 'i(u` 1 + ,. .DE 2 iii^'ta i+M ` �� 21sLSIOI a MI M i MitA aa 3/4" LAMINATED MDF ON ALL EXPOSED EXTERIOR SURFACES FIXED 2' -6" DEEP LAMINATED MDF SHELF 1 /5" THICK SAFETY GLASS CONTINUOUS PIANO HINGE; FINISH TO MATCH MT-I 1 /2" X 2" STEEL BAR DISPLAY DOOR FRAME; TYP.; FINISH MT I (4) FIXED ANGLED LAMINATED MDF SHELVES 3 -1/2" LAMINATED MDF FLUSH BASE, TYP. FEATURE WALL ELEVATION Scale: 1/2" = 1' -O" 1ADJACENT TENANT 12' -0" JEANS WALL poo-00/0 1/2" X 2° METAL TRIM, FINISH: MT -I 3/4" LAMINATED MDF ON ALL EXPOSED EXTERIOR SURFACES (5) 5/4° ADJJSTABLE WHITE MELAMINE SHELF, TYP I "x 4" WOOD FURRING STRIPS I/2" X 2" STEEL BAR DISPLAY DOOR FRAME W/ 1 /5" SAFETY GLASS AND HOMOSOTE T -SHIRT DISPLAY BOARDS; METAL FINISH MT -1 3/4" WHITE MELAMINE ON ALL EXPOSED INTERIOR SURFACES 3/4" LAMINATED MDF ON ALL EXPOSED EXTERIOR SURFACES 3 -I/2° LAMINATED MDF FLUSH BASE, TYP. M IF FEATURE WALL SECTION �2� Scale: 1/2" = 1' -0" I/2" X 2" METAL TRIM, FINISH: MT -I 'M' LIGHT FIXTURE 5/4° LAMINATED MDF ON ALL EXPOSED EXTERIOR SURFACES FIXED 3/4° LAMINATED MDF SHELF 'N' LIGHT FIXTURE; TIP OF (4) SHELVES (4) FIXED ANGLED LAMINATED MDF SHELVES 3 -I/2" LAMINATED MDF FLUSH SASE, TYP. I "x 4" 1+100D FURRING STRIPS H BI B2 MNQ k 1 , Scale: 1/2" = 1' -0" SAM. H LEASE LINE ImALLI FIXTURE PLAN LEGEND: ITEMS FURNISHED BY AEROPOSTALE VENDOR 4 INSTALLED BY G.G., EXCEPT MIRRORS (FURNISHED INSTALLED BY G.G. SEE FITTING ROOM ELEVATIONS DETAILS ON MI FOR FITTING ROOM ACCESSORIES. F 1 •- MIRROR IN FITTING ROOM - HOOK IN FITTING ROOM HR - HANG RAIL IN FITTING ROOM - FREE STANDING BENCH 2a5uW X 141 X 17 "H - FREE STANDING BENCH 52 "W X 141 X 11 "H - CA5H REGISTER LOCATION - MANNEQUIN L.11 j SHELF 2-10" REVIEWED FOR CODE COMPUANCE. APPROVIE 30 1 ` ZED 64 - -„,-T, TUKW la !TA!,. I 1 111 1 i lY1• 1 1 I l I11 i 1 • I 2 FEATURE WALL SECTION DATE: 11/23/01 JOB NO: 01193 DRAWN: CHECKED: AND 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 J J 0 N � Lit 1— z w w U U < O- 1— 0 0, 42 REVISIONS REVISION 1 JAN 04 2008 r I'' CsiiiNTEIL SHEET NUMBER =IXTLAM PLAN 4 DETA f S co 00 co 12/27/07 y . ._••.w�. pia a�i S3A$ L� � �c ��2 .3'4�,2$f�,�s'w�'tn ;W "t.fiii:S ..i:� .' .'; 22° ....e. 2 ..YiE.�' -.f>. .. �� t om ' i...aFs3:£5°X S L3.`L�.`rx = .f� "fi.;'s -a,� i'e� 2- ':f'�� -tea .� iii ` ks� .w:"'`tG.i _:.k.�... ift - V - 1 '\ — -- _. I-HR RATED VGT FLOORING MECHANICAL NOT IN LEASE FLOORING VGT FLOORING FLOORING STOCK AREA rommffemmumemmg VGT LOORING PLANK FLOORING SAL AREA PLANK FLOORING ?,1.1-.4-4: •••:.:41. ...E=.•:..L;.1 .., e . • .- ,..... ., ..-• ... Pfiam ir■■■ 1 l— � 111 r 1 E!■■• ■1 �� ■■ ■r ■I i j J l ■r ,■ TOILET I � ■■l T i■ R40M 4 ■ ■ 1 �■ ■ ■ ■ ■ ■ ■ ■• 00 CERAMIC TILE RING O I BM. ����. VGT B � / _ ! / _ ! !!!!!!! I /!! /!� I 0 � �,■ CERAMIC TILE VGT IMO /II---1: TOILET ■ P `u a■ ROOM III 0 D 7■■ ■ ■ ■■ 1MI � �I■■ .■ ■■©J■1 O j / ■■ ■ ■ ■A ■1d L � � r I •l■■■■`'►11 r iii�ri�riiiii / II ■•-■ ■■A ■ ■ ■iI ii C . °' ioi. iit #`>,�'I ""�.a t7:•f'�� - _=... sor - -" i 7,as""'='� - ` Y.�, � � ��'ic , P:a£,rs"^ ^ ¢`�i3 5a1' >#�' lSi3it -" - �[� - _ - '12 .Zraa Erans tziff „ �- . � - �.:fEi3�?fFt4its..G3..: .... .. , .. c:rsv : - - -- - ;�r..aces.� , , � _, >._�z�x;�:. ^..�d?t.�.', � - - orsr� "Tc�r]� ��4; .: �.�SaFS�s�ca2rii�zxcssr . __ ...3a� r1�H . .,�'•f . '7?`� - E",ra Ski S te / • .w lllllllllllllllllllll, /I :.S - ■ A3 GENERAL NOTES: A. MOISTURE TEST MUST BE PERFORMED ON THE SLAB AT START OF CONSTRUCTION. IF THE MOISTURE CONTENT 15 OVER 3%, IMMEDIATELY CONTACT AEROPOSTALE. ADDITIONALLY, THE TEST RESULTS MUST BE INCLUDED IN THE CLOSE-OUT PACKAGE. B. SEE FINISH SCHEDULE SHEET 151 FOR INFORMATION ON FINISHES. C. THE FLOORING MATERIAL PF -I 15 FURNISHED BY AEROPOSTALE VENDOR ALONG WITH THE REQUIRED ADHESIVE FOR THIS PRODUCT. D. SEE DETAIL 2 /A5 FOR EXPANSION JOINT CONDITION(S), IF APPLICABLE. E. SEE INTERIOR ELEVATIONS FOR BASE LOCATIONS. / viar�rvia� ,7�r�uvir�ie��I3tltitii Eno • 4 J.O. Q I FLOORING "A" FLOOR COVERING PLAN Scale: 1 /4" = 1' -0" Scale: 6" = 1' -0" EXPANSION JOINT COVER 4 4 1/2" FINISH FLOOR MATERIAL (SEE PLAN) MIN. 1/4" DIA. x 2" LG. ZINC PLATED CARBON STEEL, CONCRETE ANCHOR, SPACED @ IQ" O.G. 4 11 A II II EXPANSION JOINT SECTION 4 FOR ANY CONCRETE REPAIR, USE Wabo Renew 100 OR EQUAL c) KEY NOTES: I. RAISED PLATFORM TO HAVE FINISH PL -I TOP (FURNISHED BY FIXTURE VENDOR) AND EXPOSED FACE. SEE DETAIL 5/A1. 2. INSTALL FLOORING BEFORE FEATURE WALLS, CASHWRAP $ BACKWRAP ARE SET. 3. FLUSH TRANSITION FROM SALES AREA PLANK FLOORING (PF -I) TO VGT. BUTT JOINT AS TIGHT AS POSSIBLE. NO VGT TO EE VISIBLE FROM SALES AREA. 4. CENTERLINE OF STOREFRONT OPENING. 5. FLUSH TRANSITION FROM VGT Ts T JOINT AS TIGHT AS POSSIBLE. 6. PLACE EXCESS FLOORING ABO T. MALL FLOORING TO GLAZING BASE 8. FULL LANDLORD TILES AT LEASE LINE (REMOVE ANY PARTIAL /CUT TILES 4 REPLACE WITH FULL TILES). AT EXISTING EXPANSION JOINTS IN THE FLOOR, USE THIS DETAIL AND THE APPROPRIATE PROFILE FROM THE CHART. IF THE EXPANSION JOINT CONTINUES IN THE THE WALL OR CEILING, REFER TO DETAIL 4 /AIO. PF FLOAT FLOOR MAX. I /S" PER FOOT AS REQUIRED FOR FLUSH MEETING WITH ADJACENT SURFACES NEW PLANK FLOORING. SET TOP TO BE FLUSH WITH ADJACENT SURFACES. EXISTING GONCRETE SLAB. PATCH DAMAGED AREAS. PREPARE AS IF THIS WAS A VGT INSTALLATION TRANSITION DETAIL Scale :l 1 /2" = 1'-0" ADJACENT TENANT ADJACENT TENANT CENTERLINE OF ENTRY DOORS A c, 7 SCHLUTER SCHIENE EDGE PROTECTING PROFILE WITH ANODIZED ALUMINUM FINISH ANCHORED TO CONC. FLOOR I /S' MAX VISIBLE VERT. DIM.; FURNISHED $ INSTALLED BY G.G. NEW MALL FLOORING. G.G. TO COORDINATE WITH MALL MANAGEMENT FOR REPLACEMENT FLOORING TO MATCH EXISTING MALL FLOORING. WIRE LOOP FOR SENSORMATIC SYSTEM TO BE SAWGUT IN CONCRETE SLAB BY G.G. COORDINATE WITH AEROPOSTALE SECURITY VENDOR. SEE SHEET 151 FOR CONTACT INFO LEASE LINE EXISTING MALL FLOORING 11111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111 ALIG EXISTING MALL TILE START POINT FOR LANK FLOORING PATTERN I LEASE LINE MALL FLOOR COVERING LEGEND: PF 2 PL VG VINYL PLANK FLOORING 6" X 36" TILE FLOORING 8 "X8" PLASTIC LAMINATED MDF PANELS VINYL TILE FLOORING 12" X 12 REVIEWED FOR APPROVE COMPLIANCE B S AN (` 'i City 0f - ukwila BUILDING DM I DATE: 11/23/01 JOB NO: 01193 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 a REVISIONS 00 u-, ni (0 N N 7TL.AND MORGAN E OF WASHIrG' REVISION I A 12/27/07 JAN 0 4 2008 LOOK COVER IN PLAN 43 F ;.NTEFS SHEET NUMBER ua d z z PROFILE SELECTION CHART SYSTEM DIMENSIONS JOINT OPENING AND HORIZONTAL MOVEMENT MODEL NO. EXPOSED "A FLOOR COVERING THICKNESS "T" " "J.0." INSTALL "J.O." MINIMUM "J.O." MAXIMUM TOTAL MOVEMENT FJ12^100.125. I-I/2" 38mm 1/8' 5mm I/2' 13mm I' 25mm 1/2" I3mm I -1/2° 38mm I' 25mm FM-100 _250 1-1/2" 38mm 1/4" bmm I /2" 15mm I" 25mm 1/2" 15mm I -I/2' 38mm I11 25mm PJD- 100.375 I -I /2" 38mm 3/8 IOmm I/2" 13mm In 25mm I/2' 13mm I -I/2" 38mm 1" 25mm NOTE: J.O. MINIMUM AND MAXIMUM VALUES ARE ,AFTER THERMAL MOVEMENT OCCURS. MODEL NO. DETERMINED 13Y THICKNESS OF FINISH FLOOR MATERIAL NP TO 3/8" MAX). y . ._••.w�. pia a�i S3A$ L� � �c ��2 .3'4�,2$f�,�s'w�'tn ;W "t.fiii:S ..i:� .' .'; 22° ....e. 2 ..YiE.�' -.f>. .. �� t om ' i...aFs3:£5°X S L3.`L�.`rx = .f� "fi.;'s -a,� i'e� 2- ':f'�� -tea .� iii ` ks� .w:"'`tG.i _:.k.�... ift - V - 1 '\ — -- _. I-HR RATED VGT FLOORING MECHANICAL NOT IN LEASE FLOORING VGT FLOORING FLOORING STOCK AREA rommffemmumemmg VGT LOORING PLANK FLOORING SAL AREA PLANK FLOORING ?,1.1-.4-4: •••:.:41. ...E=.•:..L;.1 .., e . • .- ,..... ., ..-• ... Pfiam ir■■■ 1 l— � 111 r 1 E!■■• ■1 �� ■■ ■r ■I i j J l ■r ,■ TOILET I � ■■l T i■ R40M 4 ■ ■ 1 �■ ■ ■ ■ ■ ■ ■ ■• 00 CERAMIC TILE RING O I BM. ����. VGT B � / _ ! / _ ! !!!!!!! I /!! /!� I 0 � �,■ CERAMIC TILE VGT IMO /II---1: TOILET ■ P `u a■ ROOM III 0 D 7■■ ■ ■ ■■ 1MI � �I■■ .■ ■■©J■1 O j / ■■ ■ ■ ■A ■1d L � � r I •l■■■■`'►11 r iii�ri�riiiii / II ■•-■ ■■A ■ ■ ■iI ii C . °' ioi. iit #`>,�'I ""�.a t7:•f'�� - _=... sor - -" i 7,as""'='� - ` Y.�, � � ��'ic , P:a£,rs"^ ^ ¢`�i3 5a1' >#�' lSi3it -" - �[� - _ - '12 .Zraa Erans tziff „ �- . � - �.:fEi3�?fFt4its..G3..: .... .. , .. c:rsv : - - -- - ;�r..aces.� , , � _, >._�z�x;�:. ^..�d?t.�.', � - - orsr� "Tc�r]� ��4; .: �.�SaFS�s�ca2rii�zxcssr . __ ...3a� r1�H . .,�'•f . '7?`� - E",ra Ski S te / • .w lllllllllllllllllllll, /I :.S - ■ A3 GENERAL NOTES: A. MOISTURE TEST MUST BE PERFORMED ON THE SLAB AT START OF CONSTRUCTION. IF THE MOISTURE CONTENT 15 OVER 3%, IMMEDIATELY CONTACT AEROPOSTALE. ADDITIONALLY, THE TEST RESULTS MUST BE INCLUDED IN THE CLOSE-OUT PACKAGE. B. SEE FINISH SCHEDULE SHEET 151 FOR INFORMATION ON FINISHES. C. THE FLOORING MATERIAL PF -I 15 FURNISHED BY AEROPOSTALE VENDOR ALONG WITH THE REQUIRED ADHESIVE FOR THIS PRODUCT. D. SEE DETAIL 2 /A5 FOR EXPANSION JOINT CONDITION(S), IF APPLICABLE. E. SEE INTERIOR ELEVATIONS FOR BASE LOCATIONS. / viar�rvia� ,7�r�uvir�ie��I3tltitii Eno • 4 J.O. Q I FLOORING "A" FLOOR COVERING PLAN Scale: 1 /4" = 1' -0" Scale: 6" = 1' -0" EXPANSION JOINT COVER 4 4 1/2" FINISH FLOOR MATERIAL (SEE PLAN) MIN. 1/4" DIA. x 2" LG. ZINC PLATED CARBON STEEL, CONCRETE ANCHOR, SPACED @ IQ" O.G. 4 11 A II II EXPANSION JOINT SECTION 4 FOR ANY CONCRETE REPAIR, USE Wabo Renew 100 OR EQUAL c) KEY NOTES: I. RAISED PLATFORM TO HAVE FINISH PL -I TOP (FURNISHED BY FIXTURE VENDOR) AND EXPOSED FACE. SEE DETAIL 5/A1. 2. INSTALL FLOORING BEFORE FEATURE WALLS, CASHWRAP $ BACKWRAP ARE SET. 3. FLUSH TRANSITION FROM SALES AREA PLANK FLOORING (PF -I) TO VGT. BUTT JOINT AS TIGHT AS POSSIBLE. NO VGT TO EE VISIBLE FROM SALES AREA. 4. CENTERLINE OF STOREFRONT OPENING. 5. FLUSH TRANSITION FROM VGT Ts T JOINT AS TIGHT AS POSSIBLE. 6. PLACE EXCESS FLOORING ABO T. MALL FLOORING TO GLAZING BASE 8. FULL LANDLORD TILES AT LEASE LINE (REMOVE ANY PARTIAL /CUT TILES 4 REPLACE WITH FULL TILES). AT EXISTING EXPANSION JOINTS IN THE FLOOR, USE THIS DETAIL AND THE APPROPRIATE PROFILE FROM THE CHART. IF THE EXPANSION JOINT CONTINUES IN THE THE WALL OR CEILING, REFER TO DETAIL 4 /AIO. PF FLOAT FLOOR MAX. I /S" PER FOOT AS REQUIRED FOR FLUSH MEETING WITH ADJACENT SURFACES NEW PLANK FLOORING. SET TOP TO BE FLUSH WITH ADJACENT SURFACES. EXISTING GONCRETE SLAB. PATCH DAMAGED AREAS. PREPARE AS IF THIS WAS A VGT INSTALLATION TRANSITION DETAIL Scale :l 1 /2" = 1'-0" ADJACENT TENANT ADJACENT TENANT CENTERLINE OF ENTRY DOORS A c, 7 SCHLUTER SCHIENE EDGE PROTECTING PROFILE WITH ANODIZED ALUMINUM FINISH ANCHORED TO CONC. FLOOR I /S' MAX VISIBLE VERT. DIM.; FURNISHED $ INSTALLED BY G.G. NEW MALL FLOORING. G.G. TO COORDINATE WITH MALL MANAGEMENT FOR REPLACEMENT FLOORING TO MATCH EXISTING MALL FLOORING. WIRE LOOP FOR SENSORMATIC SYSTEM TO BE SAWGUT IN CONCRETE SLAB BY G.G. COORDINATE WITH AEROPOSTALE SECURITY VENDOR. SEE SHEET 151 FOR CONTACT INFO LEASE LINE EXISTING MALL FLOORING 11111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111 ALIG EXISTING MALL TILE START POINT FOR LANK FLOORING PATTERN I LEASE LINE MALL FLOOR COVERING LEGEND: PF 2 PL VG VINYL PLANK FLOORING 6" X 36" TILE FLOORING 8 "X8" PLASTIC LAMINATED MDF PANELS VINYL TILE FLOORING 12" X 12 REVIEWED FOR APPROVE COMPLIANCE B S AN (` 'i City 0f - ukwila BUILDING DM I DATE: 11/23/01 JOB NO: 01193 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 a REVISIONS 00 u-, ni (0 N N 7TL.AND MORGAN E OF WASHIrG' REVISION I A 12/27/07 JAN 0 4 2008 LOOK COVER IN PLAN 43 F ;.NTEFS SHEET NUMBER ua d z z REFLECTED CEILING PLAN Scale: 1/4" = 1' -0" 10'-2" A.F.F. cB) (2) 6" HIGH METAL STRAPS BY G.C. 2 1/2" X 20 GA. METAL STUD DIAGONAL BRACING © 16" O.G., TYP. - -I LIGHT FIXTURE, SEE LIGHTI PLANS FOR MORE INFORMATION ▪ I3' -I" A.F.F. ▪ 12' -0" A.F.F. ++ ADJACENT WALL GYP. BD. PERIMETER LIGHT COVE DETAIL Scale: 1 1/2" = V-0" fact TT) 5/S" TYPE 'X' GYP. BD. CEILING ON METAL STUDS, PAINT P -I PRE -FAB LAMINATED MELAMINE PANELS, STANDARDS, BLOCKING AND "J" CHANNELS FURNISHED BY AEROPOSTALE VENDOR $ INSTALLED BY 6.C, SEE FIXTURE INSTALLATION GUIDE 5/8" TYPE 'X' GYP. S. LIGHT COVE, PAINT P -I, TYP. LIGHT FIXTURE TYPE uH ", SEE LIGHTING PLAN ON SHEET AS METAL FRAMING, BRACING AS REM? 12' -0 " A.F.F. 5/8" TYPE 'X' GYP. SD. ON USG SUSPENSION SYSTEM, SEE DETAIL 2/A4. PAINT P -I METAL CHANNEL CORNER BEAD, TYP. 2 1/2" X 20 GA. METAL STUDS © 24" O.C. (TYP.) MDP GRAPHIC PANEL INSERT TO RECEIVE CUSTOM WALL PAPER (WC- I). G.G. TO SPACKLE AND SAND ALL DRILL HOLES PRIOR TO WALL PAPER APPLICATION 5/5" TYPE 'X' GYP. BD.; PAINT P -I GRAPHIC PANEL FRAME; MT -I FINISH, FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. 5/S" TYPE 'X' GYP. BD. CAP W/ CORNER BEADS FOR SMOOTH EDGE; PAINT P -I OF FIXTURE (k OF COVE GENERAL NOTES: A. B. C. D. E. F. G. KEY NOTES: TYP 0 TYP. OF DIVIDER II' -0" HOLD OUTLETS AND OUTLET COVER PLATES TO MATCH PAINT P -I. ALL FIRE PROTECTION WORK TO BE PERFORMED BY LANDLORD APPROVED CONTRACTOR UNDER DIRECTION AND COORDINATION OF THE G.G. G.G. MUST FURNISH ALL REQUIRED DRAWINGS AND PERMITS FOR A COMPLETE JOB. ANY SPRINKLER BRANCH LINES BELOW 12' -6" A.F.F. MUST BE RAISED TO 12' -6" AT G.0 1 5 EXPENSE. REFER TO MECHANICAL PLANS FOR ADDITIONAL INFORMATION. ANY GYP. BD. CEILING/BULKHEAD SYSTEM THAT INTERSECTS AN EXISTING EXPANSION JOINT SHALL SE BUILT ACCORDING TO DETAIL 4 /A10. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. REFER TO AS FOR LIGHT LOCATIONS. DIMENSIONS ARE TO THE CENTERLINE OF OBJECTS, UNLESS NOTED OTHERWISE. I. CENTERLINE OF STORE. 2. ONE -HOUR RATED %" TYPE 'X' GYP. BD. CEILING IN SALES AREA AT 12' -0" A.F.F. PAINT P -I. G.G. TO FURNISH $ INSTALL THE SUSPENSION SYSTEM MANUFACTURED BY U.S.G. MAIN 'T' SPACING MAXIMUM OF 4S" O.G., GROSS 'T SPACING MAXIMUM OF 24" O.C., 12 GA. WIRE AT 4' -Ou TO STRUCTURE ABOVE. FASTEN ONLY TO TOP CHORD OF JOISTS. SEE DETAIL 2/A4. 3. BRAKE METAL (MT -I) STOREFRONT SOFFIT OVER %" TYPE 'X' GYP. BD. $ METAL STUDS AT 13' -6)2" A.P.F. 4. BRAKE METAL (MT -I) OVER 5/5" TYPE 'X' GYP. BD. AND METAL STUDS AT ENTRY ALCOVE AT 10' -0" A.F.F. SEE DETAIL I /A`l. 5. GLASS DOORS. 6. LINE OF STOREFRONT SIGN - SEE SHEET 561. T. LINE OF LIGHT COVE ABOVE. REFER TO I /A7 $ 2 /AT. S. ACROBAT "ALU" MERCHANDISE DISPLAY TRACKS. FURNISHED BY AEROPOSTALE, INSTALLED BY G.G. q. EDGE OF GYP. BD. PERIMETER LIGHT POCKET. SEE DETAIL 3/A4 $ SHEET AS FOR LIGHT FIXTURE LOCATION. NO LIGHT FIXTURES AT GRAPHI BOX. 10. FACE OF GRAPHIC PANEL $ PERIMETER GYP. BD. SOFFIT @ q' -0" A.F.P. TERMINATE GYP. BD. SOFFIT AT FEATURE WALLS AND END WALLS AS SHOWN. REFER TO DETAIL 5/A4. II. FACE OF GRAPHIC PANEL ON GYP. BD. PARTITION. TERMINATE IN CORNERS AS SHOWN. 12. GRAPHIC BOXES (GB-1) FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. SEE DETAIL 5/A5 $ INTERIOR ELEVATIONS ON CHEET AS. 13. FEATURE WALL CEILING AND SOFFIT 15 PART OF MILLWORK PACKAGE. SEE DETAILS ON SHEET A2. GYP. BD. CEILING AT 12' -0" TO BE CONTINUOUS ABOVE FEATURE WALL. 14. LINE OF LIGHT COVE AT BAMBOO AMOEBA FIXTURE. SEE DETAIL 4/A4. 15. GYP. BD. CEILING TO BE CONTINUOUS OVER BACKWRAP WALL. SEE ELEVATIONS 5 /AS THROUGH 1/AS. 16. MUSIC SYSTEM. G.G. TO COORD INATE EXACT SPEAKER (5P) AND SU131 (5W) QUANTITY AND LOCATIONS WITH AEROPOSTALE VENDOR. IT. RETURN AIR GRILLE. SEE MECHANICAL PLANS FOR ADDITIONAL INFORMATION. IS. HVAC DIFFUSER. SEE MECHANICAL PLANS FOR MORE INFORMATION. 15. ACCESS PANEL - 24 "x24" FLUSH METAL CEILING ACCESS PANELS BY G.G., PAINT TO MATCH CEILING. COORDINATE EXACT QUANTITY AND LOCATIONS WITH MECHANICAL. FOR SECURITY SYSTEM, PLACE ONE ACCESS PANEL INSIDE STORE IN CLOSE PROXIMITY TO LEFT OF ENTRY AS SEEN FROM OUTSIDE THE STORE LOOKING IN. 20. ONE -HOUR RATED GYP. BD. CEILING IN FITTING ROOMS @ 10' -2" A.F.F. REFER TO DETAIL 2/A4. PAINT P -I. 21. MOTION SENSOR (MS) - CEILING MOUNTED MOTION SENSOR FOR GL -3 ELECTRIFIED LIQUID CRYSTAL GLASS IN FITTING ROOM DOORS. FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. 22. GYP. BD. CEILING AT 8' -0" PAINT P -I. SEE DETAIL 3 /AIO. OPEN TO FIRE RATED 2 X 4 ACP CEILING AT 12' -0" ABOVE TOILET PLATFORM. (SEE NOTE 23). 23. NEW 2' X 4' ONE -HOUR RATED ACOUSTIC PANEL CEILING IN STOCK ROOM $ ABOVE TOILET ROOMS AT 12' -0" A.F.F. BY G.G. AGP -I. SEE DETAIL 2/A4. 24. ONE HOUR RATED %s° TYPE 'X' GYP. BD. CEILING IN EXIT CORRIDOR AT 1' -O" A.P.F. SEE 2/A4. 25. CENTERLINE OF STOREFRONT ENTRY. 26. 5 4" TYPE 'X' GYP. BD. CEILING AT 5' -0". PAINT TO MATCH MALL FINISHES. SEE DETAIL q /Aq. SUSPENSION SYSTEM BY U.S.G. - MAIN 'T' SPACING MAXIMUM OF 45" O.G., CROSS 'T' SPACING MAXIMUM OF 24" O.G. 12' -0" HOLD (GRAPHIC. BOXES ALSO SEE 5/A4 6/A4. A4) Scale: 3/4" = 1' -0" EXISTING MALL DE K 12 GAUGE WIRE HANGER FOR T-BAR INSTALLATION (TYP) COMPRESSION STRUT REQUIRED AS A PART OF LATERAL FORGE ISRAGING EXISTING CONC. FLOOR SUSPENDED CEILING SEISMIC DETAIL Scale: 3/4" = 1' -0" eN COMPRESS STRUT WITH I/2" DIA. THRU BOLT TOP $ BOTTOM TYP. SEE STRUCT. PLANS FOR DITIONAL INFO CEILING AND SUSPENSION SYSTEM TO BE INSTALLED ACCORDING TO THE MANUFACTURER'S DIRECTIONS. SEE STRUCTURAL PLANS FOR ADDITIONAL INFORMATION. TYPICAL CEILING SYSTEM 6' -0° MAX Wt. V /Iik . ■∎MM _M. "1WAMIM FIRST POINT OP LATERAL FORCE BRACING Pr ( Y2° CHANNEL, 4' -0' O.G. MAX., 5' -0` MAX, SPAN FOUR. WAY SPLAY BRACE WIRES AT HORIZONTAL RESTRAINT POINTS NOT MORE THAN 12 FEET ON CENTERS IN BOTH DIRECTIONS AD -AGENT PARTITION II -O" HOLD UNDERSIDE OF EXISTING METAL DECK ABOVE. MAX t'VWX oTtamszy aviiry -•___ ..��� � Ea rr #rrrrirrrrrrri aiiiiirrrrriiirri In TYP. 1 -0" HOLD aim =t 1 cl ���� • � I iii %r /rr / / / / / / / / // / // i iiiiiiiiiiiiiiiiiiiiiiii I I I ��� ■/ ��!! ■y II 9 I 19 -- - rtl - / 1�r I I ICI I ► L.---------- I `I' r I I Z __ -- - -- - -- -- ,. -n w 3y�r,si•- •• - -. - - - kl;::�M�"` ::;; Iw�'"awt�a,. f 'nS�: •is�"`".a�..;� = ."`�,.�•��" ''.fi-.�,�h"3'_' �x';�:.. °r `%° ' a „ '- .'' rut a " .��.ir"�"{f.>£� i ,�,i ° vu ' �"c�%�s,� � :iY4#S, /� -i?w�l`i.'�"s� - r�i1�3'15ia:�°:w'4'�: . M ��:, . � �F"E �"t"n { � - _ - ',�fff 'z£•�"[?i`•A 5 � .# iii ?sdikY.�L�. 'uf �z2a�i. - o3 �ns. - •":c` "" � tt, rc. s • ,t.:fSSz:eKi fdT a • t3 +I•LM ETE c.. E: o .r w .. ssrsic a �fn.�5ii3a .-., .f• . �"3��:"SS'c�.� ��°' �a"�C' " .F:it?] ���x•'�9:L� �.� �:c. z. +33""�..�•9c»s ."� -�a R ..,r r � �� '�i'.��": �`Sf33 �sc�. ..'•."f+:t�ax:Fk�"" .�. ewl' ��x' ��" ��: f�. c���eSF` �'} �.. Xa {s ki}_.3Ci�` 3 �.� �.. Ydc� ��Y frk � $ 0 SOFFIT IN THIS AREA ci. OF FIXTURE NO SOFFIT IN THI5 AREA GRAPHIC BOX NO SOFFIT IN THI5 AREA ( OF FIXTURE c. OF DIVIDER ,, E _ a '� ,�,, '�!. . . &ff?iL'3?R, l"fi�"Y .?w '-.'T - ,a*nYSSSr.�w,s. «?M:am: a ..�a'6'3'.'"ie 2 " "Sf��t a ✓ �.-�'. 'H.i 'i'ut� `" • f+hr~337 «363'ifi°t YdA 3 "u a :a - •3Ek,'l�i'I_�F�r§. - _ _ • - t!i sy,2 -- ya. 3 v2.4a. eea{ i65e'� lTragm-s II' -Ou HOLD NO SOFFIT IN THI5 AREA 12' -O" HOLD (GRAPHIC BOXES) NO SOFFIT IN TH I 5 AREA II' -0u HOLD NO SOFFIT IN THIS AREA 12' -0" HOLD r- r-1 r i r r r r-r, r-1 r-n n r1 r-n r r 1.0.5.0 .# ER -1554 12 GAUGE SPLAY WIRES 455° MAX. FROM EXISTING STRUCTURE TO SUSPENSION SYSTEM. SEE STRUCT. PLANS FOR ADDITIONAL INFO 5 /S" TYPE 'X' GYP. SD. (or ONE -HOUR RATED ACP -I) ON SUSPENSION SYSTEM BY USG. SEE PLAN FOR CEILING TYPE LOCATIONS. TYPICAL HANGER SPACING 4' -0 O.G. MAX. I ). STEEL T-BAR CROSS RUNNER SEE SHEET A4 FOR CEILING TYPE NOT I. HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY FOUR No. 12 GAUGE (MIN. ) WIRES SECURED TO THE MAIN RUNNER WITHIN 2 INCHES) OF THE GROSS RUNNER INTIERSEGTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. 2. FIXTURES SHALL NOT BE EUFPORTED FROM MAIN RUNNERS OR GROSS RUNNERS. FIXTURES SHALL BE INDE'ENDENTLY Slh'PORTED. S. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6 INCHES FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT 15 NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORGES. BRACING WIR3n5 SHALL BE ATTACHED TO THE GRID AND TO 114E STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WHICHEVER 15 GREATER, WITH A SAFETY FACTOR OF 2. 15'-0" 14' -I" A.F.F. J INSIDE OF LIGHT COVE TO BE PAINTED P -2 (BLUE), SEE FINISH SCHEDULE ON SHEET 151 LIGHT FIXTURE TYPE "H" OR "M ", SEE LIGHTING PLAN ON SHEET AS 5 4' TYPE 'X' GYP. BD. FACE OF LIGHT COVE, PAINT P -I TO MATCH CEILING. 12' -0" A.F.F. GYP. BD. SUSPENSION SYSTEM, SEE DETAIL 2/A4 CORNER BEAD, TYP. 2 -1/2" METAL CHANNEL Scale: 1 1 /2" = 1' -0" NOTE: ALL CEILINGS TO BE ONE -HOUR FIRE RATED ASSEMBLIES. j _ 5 4" TYPE 'X' GYP. BD. PAINT P -2. F 2 -1/2" METAL STUDS AT 24" O.G. AMOEBA LIGHT COVE DETAIL, 5/5" TYPE 'X' GYP. BD. CEILING, PAINT P -I. SEE DETAIL 2/A4 LEASE LINE City Of Tukwila, t ui,iiLL)1 € LiIVISION WIRE TIE BACK BLOCK FOR FIRE -RATED CEILING JOINT COMPOUND ZINC CONTROL JOINT I ) CHANNEL, 4' -0 " O.G. MAX. CEILING CONTROL JOINT REVIEWED FOR CODE COMPLIANCE APPROVED JAN ] I; 2008 DATE: 11/23/01 JOB NO: 07 1e3 DRAWN: CHECKED: 0 1 0 - 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 (0 Co N CI.. n nnr!Z 8,1\1 . 4 CO Co co REVISIONS REVISION JAN 0 4 2008 l e.:LNTEh C FLIN PLAN 4 CMTA f SHEET NUMBER 44 12/27/07 Lu I d 7 z w I- I-HOUR RATED CEILING SYSTEM. SEE SHEET A4 FOR SPECIFICATIONS. 4 1 � 'y � MOM s ue- ••a:�����, ;,�a�.��.�x� �n��.`�� %/ % / /// %/ / % / U I I IJ I ■I _ 1 --.... I -- --� I - (4) N - 5H -LYING I — — ■-- M M — — I (4 • �f;� pia • r� :aM • . > �.��x. : • > • 4 5/S° TYPE 'X' GYP. BD. LIGHT TENT TOP LIGHTING PLAN Scale: 1/4" = 1'-0" LIGHT TYPE 'A' TENTING DETAIL Scale: 1 1/2" = 1' -0" 6d NAILS @ 6° O.G. MIN. 5/8" TYPE 'X' GYP. BD. LIGHT TEN BOX SIDES, TYP. —I -HOUR RATED CEILING SYSTEM. SEE SHEET A4 FOR SPECIFICATIONS. OVERLAP GYP. BD. 1/4" MIN. JOINTS AS SHOWN, TYP. FIRE TAPE ALL INTERIOR CORNERS I -HOUR RATED CEILING SYSTEM. SEE SHEET A4 FOR SPECIFICATIONS. ¢ OF FIXTURE ¢ OF COVE 5/8" TYPE 'X' GYP. BD. LIGHT TENT TOP LIGHT TYPE 'G' 2' -2 5/4° CLEAR LIGHT TYPE 'C' TENTING DETAIL Scale: 1 1/2" = 1' -0" ¢ OF DIVIDER OVERLAP GYP. BD. 1/4" MIN. JOINTS AS SHOWN, TYP. FIRE TAPE ALL INTERIOR CORNERS 6d NAILS @ 6" O.G. MIN. 5/8" TYPE 'X' GYP. BD. LIGHT TENT BOX SIDES, TYP. —I -HOUR RATED CEILING SYSTEM. SEE SHEET A4 FOR SPECIFICATIONS. ¢ OF FIXTURE KEY NOTES: ck op GRAPHIC BOX A5 GYP. 15D. CEILING SUSPENSION SYSTEM; SEE DETAIL 2/A4. 5/8" TYPE 'X' GYP. BD. CEILING; PAINT P -I SURFACE MOUNTED LIGHTING TRACK. MOUNTED TO GYP. BD. CEILING WITH TOGGLE BOLTS, SEE LIGHTING DRAWINGS FOR LOCATIONS TRACK LIGHT FIXTURE - 'B' LIGHT TRACK HANGING DETAIL Scale: 3" = 1'-0" GENERAL NOTES: A. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. B. TRACK, LIGHT FIXTURES $ LAMPS FURNISHED BY AEROPOSTALE VENDOR AND INSTAI I PD BY G.G. G. NO JUNCTION BOXES TO BE INSTALLED BELOW THE CEILING HEIGHT. D. THE EMERGENCY LIGHTS WILL PROVIDE AN AVERAGE OF ONE (I) FOOTGANDLE ALONG THE ENTIRE MEANS OF EGRESS PER NFPA 101; 1.c1 E. REFER TO SHEET A4 FOR REFLECTED CEILING PLAN NOTES AND DETAILS. F. DIMENSIONS ARE TO THE CENTERLINE OF OBJECTS, UNLESS NOTED OTHERWISE. I. CENTERLINE OF STORE. 2. EXIT LIGHT TO BE WALL MOUNTED ON BRAKE METAL BULKHEAD, SEE SHEET AS. 3. TRACK LIGHTS TO BE SURFACE MOUNTED TRACKS ON CEILING - SEE DETAIL 2/A5 (TYP.). 4. CASHWRAP LIGHT FIXTURES RECESSED IN MILLWORK. G.G. TO COORDINATE WITH MILLWORK PACKAGE $ AEROPOSTALE LIGHT VENDOR. S. LIGHT FIXTURES IN FEATURE WALL TO BE COORDINATED WITH MILLWORK PACKAGE. SEE DETAIL 4/A2. 6. BAMBOO AMOEBA FIXTURE LIGHTS ARE RECESSED IN FIXTURE. G.G. TO COORDINATE WITH MILLWORK PACKAGE * AEROPOSTALE LIGHT VENDOR. T. REFER TO DETAIL 4/A4 FOR LIGHT LOCATION IN COVE. SURFACE MOUNTED LAMPS IN COVE TO HAVE BLUE SLEEVE, GAM COLOR #T740, OFF -BLUE (FURNISHED BY AEROPOSTALE VENDOR INSTALLED BY G.G. 4 , IO' -2" A.F.F. ¢ OF FIXTURE 2 1/2" X 20 GA. METAL STUDS 16" O.G. TO STRUCTURE ABOVE (TYP.) 2 1/2" X 20 GA. METAL STUD DIAGONAL BRACING (4 16" O.G., TYP. FEED TO GRAPHIC BOX, COORDINATE W/ ELECTRICAL DRAWINGS LIGHT FIXTURE, SEE LIGHTING PLANS FOR MORE INFORMATION ck OF DIVIDER ADJACENT WALL GYP. BD. 5/5" TYPE 'X' GYP. BD. CEILING ON METAL STUDS; PAINT P -I PRE -FAG LAMINATED MELAMINE PANELS, STANDARDS, BLOCKING AND "J" CHANNELS FURNISHED BY AEROPOSTALE VENDOR 4 INSTALLED BY G.C, SEE FIXTURE INSTALLATION GUIDE 10" TYP LEASE LINE REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 2008 City Of Tukwila BUILDIN DIVICICN 5/8° TYPE 'X' GYP. BD. LIGHT COVE, PAINT P -I, TYP. I3' -I" A.F.F. METAL FRAMING, BRACING AS REQ'D 12 A.F.F 5/8" TYPE 'X' GYP. BD. ON USG SUSPENSION SYSTEM, SEE DETAIL 2/A4. PAINT P -I METAL CHANNEL CORNER BEAD, TYP. %" TYPE 'X' GYP. BD. (2) 6" HIGH METAL STRAPS AT TOP AND CENTER OF GRAPHIC BOX ATTACHED TO METAL STUDS BEHIND PERIMETER LIGHT COVE DETAIL @ GRAPHIC BOX Scale: 1 1/2" = 1' -0" (2) GRAPHIC BOXES FURNISHED BY AEROPOSTALE VENDOR 4 INSTALLED BY G.G. FACE OF GRAPHIC BOX TO BE FLUSH W/ FACE OF GRAPHIC PANEL. GRAPHICS BOX TO BE PRE - FINISHED ALL SIDES TO MATCH MT -I DATE: 11/23/01 JOB NO: 0 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 a) W 0. ”is J o N W � Z w V 0 REVISIONS JAN 0 4 2008 P:. �': , UE€NTER N N co 00 DO y) J_ F— f HT NN P1.4N 4 SHEET NUMBER L I H T I N G F I X T U R E S H E U L E SYMBOL TYPE MFR PRODUCT NO. FINISH DESCRIPTION LAMPING MTG. METHOD MTG. HGT. VOLTS COMMENTS T# TRACK JUNG TSWH -8', TI2WH -12' WHITE — SURFACE MNTD TRACK --- CEILING 12 -O ° 120 T# = TRACK LENGTH, REFER TO ELECTRICAL DINGS. FOR TRACK LENGTHS; SURFACE MOUNTED; I CIRCUIT TRACK MI A CON-TECH RAN3520MHX3 -BP2 WHITE RECESSED STORE FRONT ACCENT (3) 3qW MH PAR2Q RECESS) =D 12' -O" 120 RECESSED ADJUSTABLE ACCENT CLUSTER; ELECTRONIC BALLAST; SEE DETAIL 4/A5 POR FIRE RATED TENT.. B JUNO _ 5P501aWH WHITE ACCENT (I) 3qW MH PAR20 TRACK 12' -O° 120 TRACK MOUNTED SINGLE LAMP ADJUSTABLE ACCENT FIXTURE; ELECTRONIC BALLAST G LIGHTOLIER 4X4142HU /4X�ii'LGGDW WHITE RECESSED ACCENT SALES FLOOR AC (I) GF420T/E /IN835 RECESSED 12' -O° 120 RECESSED ADJUSTABLE ACCENT CLUSTER; ELECTRONIC BALLAST; SEE DETAIL WAS FOR FIRE RATED TENT. ® F GROAN- NUTONE 680 WHITE FAN /LIGHT (I) 100 WATT INLAND. SURFACE GLG. HGT. 120 --- G A +L 411 -KD -TS -2x32 WHITE STRIP LIGHT (2) 5211 TS 5500K SURFACE GLG. HGT. 120 MOUNTING COMPONENTS FURNISHED $ INSTALLED BY G.G. i I H A +L 55/51D- IF52TS -45" WHITE STRIP LIGHT (I) 3211 TS 5500K SURFACE C OVE 1 20 ONE LAMP STAGGERED MOUNTED FLUORESCENT STRIP FIXTURE IN PERIMETER GOVE J LAMAR B- C- 2- 17- E8 -I -5 I/4 "X24" CHROME STRIP LIGHT (2) IOW TS 5500K WALL MOUNT a' -4" 120 2' -0" SURFACE MOUNTED FLUORESCENT FIXTURE IN FITTING ROOM 1 i J -I LAMAR B- C- I- 32- E8 -I -4 I/4"X4S" CHROME STRIP LIGHT (I) 321N T8 3500K WALL MOUNT `1' - 4" 120 4 SURFACE MOUNTED FLUORESCENT FIXTURE IN FITTING ROOM 1 1 0 L FOCUS GDL- 38- NL- EC-BLT BLACK BAMBOO FIXTURE LIGHT (I) clOPAR/HIR/SPI2XL FACTORY MOUNTED IN FIXTURE 120 UPLIGHT LAMP; HARDWIRE TO RECESSED J -BOX IN FLOOR I M A +L 55/51D- IF40T8 -6o" WHITE PERIMETER FIXTURE (I) 4011 TS 5500K SURFACE 10 COVE 120 SURFACE MOUNTED FLUORESCENT BARE LAMP ACCENT STRIP; ELECTRONIC BALLAST M -2 A +L 55/51D- IF25T8 -36" WHITE PERIMETER FIXTURE (I) 2511 TS 3500K SURFACE 10' -2'\ COVE 120 SURFACE MOUNTED FLUORESCENT BARE LAMP ACCENT STRIP; ELECTRONIC, BALLAST N HERO LIGHTING WHITE ^ (I) 3511 T5 SURFACE IN FIXTURE 120 SURFACE MOUNTED FLUORESCENT STRIP ELECTRONIC BALLAST SHELF ACCENT SHELF LIGHTING ISFPI -W11BG -AFRO P A +L 5TG- 2- FI1-TS WHITE STRIP LIGHT (2) 1711 TS 35oOK FACTORY MOUNTED CASH WRAP 120 SURFACE STAGGERED MOUNTED FLUORESCENT STRIP IN GASHWRAP COUNTER ELECTRONIC BALLAST -+ W NAVILITE NXPBSRWH WHITE EXIT LIGHT INCLUDED WALL OR CEILING - -- 120 SEE ELEVATIONS FOR STOREFRONT EXIT SIGN MTG. HGT. WI NAVILITE NI11H WHITE EMER. LIGHT INCLUDED NALL II' -5" DUAL - -- 112 LIGHTALARMS I2PM36 -2(12) NHITE RECESSED EMER. LIGHT MRI6 -1211 CEILING I2' -O" 120 COMPLETE SELF - CONTAINED UNIT WITH AUTOMATIC DOOR OPERATION EM • R CON -TECH RASI42HEMV- (1)4211M- GTR8421H -P -WMT WHITE ENTRY DOWNLIGHT (I) 4211 TTT RECESSED c1' -0" 120 RECESSED DOWNLIGHT ' I-HOUR RATED CEILING SYSTEM. SEE SHEET A4 FOR SPECIFICATIONS. 4 1 � 'y � MOM s ue- ••a:�����, ;,�a�.��.�x� �n��.`�� %/ % / /// %/ / % / U I I IJ I ■I _ 1 --.... I -- --� I - (4) N - 5H -LYING I — — ■-- M M — — I (4 • �f;� pia • r� :aM • . > �.��x. : • > • 4 5/S° TYPE 'X' GYP. BD. LIGHT TENT TOP LIGHTING PLAN Scale: 1/4" = 1'-0" LIGHT TYPE 'A' TENTING DETAIL Scale: 1 1/2" = 1' -0" 6d NAILS @ 6° O.G. MIN. 5/8" TYPE 'X' GYP. BD. LIGHT TEN BOX SIDES, TYP. —I -HOUR RATED CEILING SYSTEM. SEE SHEET A4 FOR SPECIFICATIONS. OVERLAP GYP. BD. 1/4" MIN. JOINTS AS SHOWN, TYP. FIRE TAPE ALL INTERIOR CORNERS I -HOUR RATED CEILING SYSTEM. SEE SHEET A4 FOR SPECIFICATIONS. ¢ OF FIXTURE ¢ OF COVE 5/8" TYPE 'X' GYP. BD. LIGHT TENT TOP LIGHT TYPE 'G' 2' -2 5/4° CLEAR LIGHT TYPE 'C' TENTING DETAIL Scale: 1 1/2" = 1' -0" ¢ OF DIVIDER OVERLAP GYP. BD. 1/4" MIN. JOINTS AS SHOWN, TYP. FIRE TAPE ALL INTERIOR CORNERS 6d NAILS @ 6" O.G. MIN. 5/8" TYPE 'X' GYP. BD. LIGHT TENT BOX SIDES, TYP. —I -HOUR RATED CEILING SYSTEM. SEE SHEET A4 FOR SPECIFICATIONS. ¢ OF FIXTURE KEY NOTES: ck op GRAPHIC BOX A5 GYP. 15D. CEILING SUSPENSION SYSTEM; SEE DETAIL 2/A4. 5/8" TYPE 'X' GYP. BD. CEILING; PAINT P -I SURFACE MOUNTED LIGHTING TRACK. MOUNTED TO GYP. BD. CEILING WITH TOGGLE BOLTS, SEE LIGHTING DRAWINGS FOR LOCATIONS TRACK LIGHT FIXTURE - 'B' LIGHT TRACK HANGING DETAIL Scale: 3" = 1'-0" GENERAL NOTES: A. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. B. TRACK, LIGHT FIXTURES $ LAMPS FURNISHED BY AEROPOSTALE VENDOR AND INSTAI I PD BY G.G. G. NO JUNCTION BOXES TO BE INSTALLED BELOW THE CEILING HEIGHT. D. THE EMERGENCY LIGHTS WILL PROVIDE AN AVERAGE OF ONE (I) FOOTGANDLE ALONG THE ENTIRE MEANS OF EGRESS PER NFPA 101; 1.c1 E. REFER TO SHEET A4 FOR REFLECTED CEILING PLAN NOTES AND DETAILS. F. DIMENSIONS ARE TO THE CENTERLINE OF OBJECTS, UNLESS NOTED OTHERWISE. I. CENTERLINE OF STORE. 2. EXIT LIGHT TO BE WALL MOUNTED ON BRAKE METAL BULKHEAD, SEE SHEET AS. 3. TRACK LIGHTS TO BE SURFACE MOUNTED TRACKS ON CEILING - SEE DETAIL 2/A5 (TYP.). 4. CASHWRAP LIGHT FIXTURES RECESSED IN MILLWORK. G.G. TO COORDINATE WITH MILLWORK PACKAGE $ AEROPOSTALE LIGHT VENDOR. S. LIGHT FIXTURES IN FEATURE WALL TO BE COORDINATED WITH MILLWORK PACKAGE. SEE DETAIL 4/A2. 6. BAMBOO AMOEBA FIXTURE LIGHTS ARE RECESSED IN FIXTURE. G.G. TO COORDINATE WITH MILLWORK PACKAGE * AEROPOSTALE LIGHT VENDOR. T. REFER TO DETAIL 4/A4 FOR LIGHT LOCATION IN COVE. SURFACE MOUNTED LAMPS IN COVE TO HAVE BLUE SLEEVE, GAM COLOR #T740, OFF -BLUE (FURNISHED BY AEROPOSTALE VENDOR INSTALLED BY G.G. 4 , IO' -2" A.F.F. ¢ OF FIXTURE 2 1/2" X 20 GA. METAL STUDS 16" O.G. TO STRUCTURE ABOVE (TYP.) 2 1/2" X 20 GA. METAL STUD DIAGONAL BRACING (4 16" O.G., TYP. FEED TO GRAPHIC BOX, COORDINATE W/ ELECTRICAL DRAWINGS LIGHT FIXTURE, SEE LIGHTING PLANS FOR MORE INFORMATION ck OF DIVIDER ADJACENT WALL GYP. BD. 5/5" TYPE 'X' GYP. BD. CEILING ON METAL STUDS; PAINT P -I PRE -FAG LAMINATED MELAMINE PANELS, STANDARDS, BLOCKING AND "J" CHANNELS FURNISHED BY AEROPOSTALE VENDOR 4 INSTALLED BY G.C, SEE FIXTURE INSTALLATION GUIDE 10" TYP LEASE LINE REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 2008 City Of Tukwila BUILDIN DIVICICN 5/8° TYPE 'X' GYP. BD. LIGHT COVE, PAINT P -I, TYP. I3' -I" A.F.F. METAL FRAMING, BRACING AS REQ'D 12 A.F.F 5/8" TYPE 'X' GYP. BD. ON USG SUSPENSION SYSTEM, SEE DETAIL 2/A4. PAINT P -I METAL CHANNEL CORNER BEAD, TYP. %" TYPE 'X' GYP. BD. (2) 6" HIGH METAL STRAPS AT TOP AND CENTER OF GRAPHIC BOX ATTACHED TO METAL STUDS BEHIND PERIMETER LIGHT COVE DETAIL @ GRAPHIC BOX Scale: 1 1/2" = 1' -0" (2) GRAPHIC BOXES FURNISHED BY AEROPOSTALE VENDOR 4 INSTALLED BY G.G. FACE OF GRAPHIC BOX TO BE FLUSH W/ FACE OF GRAPHIC PANEL. GRAPHICS BOX TO BE PRE - FINISHED ALL SIDES TO MATCH MT -I DATE: 11/23/01 JOB NO: 0 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 a) W 0. ”is J o N W � Z w V 0 REVISIONS JAN 0 4 2008 P:. �': , UE€NTER N N co 00 DO y) J_ F— f HT NN P1.4N 4 SHEET NUMBER — GLASS SEAM 3/4" CLEAR TEMPERED PLATE GLASS W/ POLISHED EDGES 4 BUTT JOINTS FRE- FINISHED STOREFRONT FRAMING SYSTEM, MT -I POSTALE 1/4" RESIN COMPOSITE =PANEL W/ PRE- APPLIED GRAY GRAPHIC PRE - FINISHED STOREFRONT FRAMING SYSTEM, MT -I GLASS SEAM 3/4" CLEAR TEMPERED PLATE GLASS W/ POLISHED EDGES 4 GL I BUTT JOINTS EXISTING NEUTRAL PIER TO REMAIN 5 /4" CLEAR ANODIZED ALUMINUM REVEAL; FURNISHED $ INSTALLED SY G.G. FACE OF NEW GYP. BD. PAINT P -I ALL SIDES LINE OF RAISED PLATFORM FACE OF DEMISING PARTITION. BRAKE METAL FINISH, MT -I, WITH 2" TRIM TOP BOTTOM. TERMINATE BRAKE METAL IN CORNER. 54" FLAME RETARDANT PLYWOOD OVER 20 GAUGE 2)'2" METAL STUDS TO BULKHEAD ABOVE FURNISHED 4 INSTALLED BY G.G. BRAKE METAL PIER (MT -I) APPLIED TO PLYWOOD; FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. VERTICAL MULLION. SHOP PRE - FINISHED MT -I. CURVING LEASE LINE 5/4" CLEAR TEMPERED PLATE GLASS SET IN 2 "x10 1/4" BOTTOM GLAZING BASE. G.G. SHALL CAP WITH BRAKE METAL (MT -I) FACE OF FURR OUT PARTITION, PAINT P -I SEE Al FOR WALL TYPE. 5 /4" REVEAL BY G.G. EXISTING MALL NEUTRAL PIER TO REMAIN 10 1/4" HIGH GLAZING BASE, PRE - FINISHED MT -I 1/4" RESIN COMPOSITE — PANEL W/ PRE-APPLIED~ GRAY GRAPHIC LINE OF MALL FINISHED FLOOR ENTRY BULKHEAD WRAPPED BRAKE METAL; MT -I. SEE DETAIL I /AT u 4111111 101 ]IIE !1I!i' I1111111ii1,I I AI% ENTRY COLUMNS WRAPPED IN BRAKE METAL, FINISH MT -I. SEE PLAN DETAILS ON THIS SI ILLT FOR MORE INFORMATION 10 --O" EXTENT OF STOREFRONT 31' -5" EXISTING MALL BULKHEAD TO REMAIN. 10 1/4" HIGH GLAZING BASE, PRE - FINISHED MT -I EXISTING NEUTRAL PIER TO REMAIN %" CLEAR ANODIZED ALUMINUM REVEAL; FURNISHED $ INSTALLED BY G.G. EXISTING MALL NEUTRAL PIER TO REMAIN GE OF RAISED 2" TRIM TOP $ PLATFORM. BOTTOM 3 /4" CLEAR ANODIZED ALUMINUM REVEALS; FURNISHED $ INSTALLED BY G.G. 5 /4" CLEAR ANODIZED ALUMINUM REVEALS FURNISHED INSTALLED BY G.G. HOL. METAL REVEAL SIGNAGE ABOVE- SEE SHEET 561 10' -O" OPENING EXTENT OF STOREFRONT 31' -5" \ 10" HOLD \ \ 64 " EXST. . OF NEUTRAL PIER STOREFRONT ELEVATION Scale: 1/2" = 1"-O" I I I 1 ■ OF NBJTRAL PIER LINE OF COVE ABOVE - SEE DETAIL 3/A4 ENLARGED STOREFRONT PLAN Scale: 1 /2" = 1' -0" EXISTING STRUCTURAL — COLUMN; STUDS $ GYP. BD. BY G.G. O.H. lb" HIGH INTERNALLY ILLUMINATED L LE] itRS WITH ACRYLIC FACES. FABRICATED SIGN ASSEMBLY BY SIGN CONTRACTOR. SEE SHEET 561 LEASE LINE OF STORE 2" MT -I TRIM AT CEILING HEIGHT, TERMINATE IN CORNERS AT STOREFRONT. SEE SECTIONS $ INTERIOR ELEVATIONS. LEASE LIMITS NOTE: LEASE LINE 15 CURVED. TENANT STOREFRONT 15 STRAIGHT. G.G. TO CONSTRUCT STOREFRONT ON STRAIGHT LINE BETWEEN TWO DATUM POINTS. SEE 2/A6. ONE (I) RECESSED ENTR COLUMN GRAPHIC BOX EACH SIDE (SEE 4/A6 4 I /AT), TYP. pos,00 EDGE OF RAISED PLATFORM. LINE OF COVE ABOVE - SEE DETAIL 5/A4 NOTE: * DENOTES THAT THE STOREFRONT BASE DIMENSIONS ARE TO THE OUTSIDE FACE OF THE BOTTOM GLAZING CHANNEL. , I I \ I ■ I I I I I I I I I I I I I I I 2 1S OF NEUTRAL PIER . OF NEUTRAL PIER 0 U r 1 IL 0 0 Scale: 1 3 /4" CLEAR TEMPERED PLATE GLASS 5E7 IN BOTTOM GLAZING BASE. RECESSED BACKLI GRAPHIC SIGNAGE DISPLAY WITH POWDER COATED METAL FRAME, MT -I; R.O. SHALL BE 25 1/2" WIDE x 31 1/2" TALL. SEE I /A7 FOR HEIGHT. 5 DOORS, SEE 151. 1/2" = 1' -0" STOREFRONT GENERAL NOTES: A. G.G. TO REPAIR ANY DAMAGES TO THE LANDLORD'S EXISTING FINISHES. DAMAGE CAUSED BY THE G.G. 15 TO BE REPAIRED AT THE G.G.'S EXPENSE. B. G.G. TO INSTALL ALL NEW STOREFRONT ITEMS EXCEPT THE SECURITY SYSTEM AND SIGN. G.G. TD COORDINATE INSTALLATION WITH SECURITY VENDOR. SEE 151 FOR CONTACT INFORMATION. C. ALL STOREFRONT FRAMING (GLAZING BASE, TOP GLAZING CHANNEL, FRAMING MEMBERS) FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED SY G.G. D. BRAKE METAL TO BE SHOP PRE- FINISHED MT -I; BY AEROPOSTALE VENDOR $ INSTALLED BY G.G. E. RESIN COMPOSITE PANELS (R -I) FURNISHED BY AEROPOSTALE VENDOR $ INSTALLED BY G.G. F. REFER TO 561 FOR SIGN DETAILS. PRE - FABRICATED SIGN ASSEMBLY FURNISHED $ INSTALLED BY SIGN CONTRACTOR. G.G. TO PRE -DRILL HOLES $ INSTALL ATTACHMENT PLATE. G. GRAPHIC BOXES AT STOREFRONT ARE FURNISHED BY AEROPOSTALE VENODOR $ INSTALLED BY G.G. COORDINATE ELECTRICAL REQUIREMENTS WITH ELECTRICAL PLANS. 18 GAUGE, 8" METAL STUDS TO STRUCTURE ABOVE. SEE SHEET 561 FOR DETAILS CURVING LEASE LINE BRAKE METAL ENTRY COLUMN (MT -I) APPLIED TO PLYWOOD; FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. SIGN ABOVE - SEE SHEET 561 ENTRY COLUMN DETAIL Scale: 1 1/2" = 1'-0" -N- 5 4" FLAME RETARDANT PLYWOOD OVER 20 GAUGE 2V2" METAL STUDS TO BULKHEAD ABOVE FURNISHED $ INSTALLED BY G.G. R EVIEWED FOR COD COMPLIANCE APPRO IAN City Of Tu+►il3 ILDIN DIVISION LINE OF RAISED PLATFORM - SEE DETAIL 3 /A1 3/4" CLEAR TEMPERED PLATE GLASS W/ POLISHED EDGES, SET IN 2" X 10 1/4" BOTTOM GLAZING BASE, G.G. SHALL CAP WITH BRAKE METAL (MT -I). CUSTOM VERTICAL MULLION; G.G. SHALL GAP WITH BRAKE METAL (MT -I) 7P JAN 04 2008 �q�.F NEvu a 6&.1 7 DATE: 11/23/01 JOB NO: 01n3 3 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REVISION REVISIONS SHEET NUMBER CO N N 12/27/07 STOREFRONT F'L4N 'LEV T f ON 4 r- TAf1.5 E E m BACK OF CURVED SIG STOREFRONT SIGN, ' SEE SHEET SGI 2 ' -2 2 " r HOLD -•. • 3" VARIES HORIZONTAL SEAM IN BRAKE METAL G.G. TO INSTALL BRAKE METAL - MT-1 - OVER 5/8" TYPE 'X' GYP BD. METAL STUDS TO UNDERSIDE OF MALL BULKHEAD LEASE LINE RECESSED GRAPHIC SIGNAGE BOX WITH POWDER COATED METAL FRAME, MT -I; FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. - R.D. TO BE 25 1/2" WIDE BY 31 1/2" TALL 3/4" CLEAR TEMPERED PLATE GLASS BEYOND — SEE DETAIL 4/A6 GLAZING BASE BEYOND - SEE DETAIL 3/A1. FIN. FLOOR @ MALL AREA FRONT SALES AREA WING WALL BEYOND - PAINT P -I ALL SIDES. SEE SHEET Al FOR ADDITIONAL INFORMATION I" x 2" FONDER COATED STEEL ANGLE; MT -I. FURNISHED BY AEROPOSTALE VENDOR $ \ INSTALLED BY G.G. 16 GA., 8" METAL STUDS @ 12" , 1 —O.G. FOR PLATFORM; FURNISHED $ INSTALLED BY G.G. VARIES (SEE PLAN) PLATFORM TOP: PL -I, / LAMINATED MDF PANELS FURNISHED BY AEROPOSTALE FIXTURE VENDOR, INSTALLED BY FIRE RETARDANT TREATED 3/4" PLYWOOD U147ERLAYMENT BY G.G. 33i r =� ` wwwwwww www =wwww =ww i4' UNDERSIDE OF EXISTING DECK ABOVE (FIELD VERIFY) EXISTING STRUCTURAL ELEMENTS TO REMAIN G.G. TO FURNISH 4 INSTALL 5 /S" TYPE 'X' GYP. BD. ON BACK OF MALL BULKHEAD FRAMING IF NOT__ EXISTING; PATCH AND REPAIR IF GYP. BD. 15 EXISTING TO MAINTAIN A SMOKE BARRIER (TYP.) G.G. TO FURNISH 4. INSTALL 20 GAUGE 5 5 /S" MTh. STUDS @ 16" O.G. AND DIAGONAL BRACING AS REQUIRED- FASTEN TO MTL. STUDS W/ 1/2" PAN HEAD #S -IS SCREWS G.G. TO FIELD VERIFY LOCATIONS OF EXISTING MALL STRUCTURAL ELEMENTS FOR CONNECTIONS 12' -0" A.P.F. G.G. TO FURNISH ff INSTALL 5/S" TYPE 'X' GYP. BD. ON USG SUSPENSION SYSTEM, SEE DETAIL 4/A4 - PAINT P -I 2" METAL TRIM, MT -I G.G. TO INSTALL BRAKE METAL, MT -I OVER 5 /S" TYPE 'X' GYP. BD. ON MTL. STUDS; TERMINATE AT CEILING LINE OF ENTRY COLUMN BEYOND COVERED WITH BRAKE METAL FINISH; MT -I, TYP. SEE DETAIL 4/A6 FOR ADDITIONAL INFORMATION CENTERLINE OF GLASS DOORS 10" GLAZING BASE AT DOORS, MT 1 WIRE LOOP FOR SENSORMATIC SYSTEM TO BE SAWCUT IN CONC. SLAB BY G.G. COORD. WITH AEROPOSTALE VENDOR 1 4 . A.F.F. PF PLANK FLOORING PF -I FLOORING PLATFORM DETAIL Scale: 3" = 1' -0" PLATFORM FACE: PL -I, LAMINATED MDF PANELS FURNISHED BY AEROPOSTALE FIXTURE VENDOR $ INSTALLED BY G.G. EXTENT OF NEW MALL FLOORING EXTG. MALL CEILING $ BULKHEAD TO REMAIN (HELD VERIFY), G.G. TO PATCH 4 REPAIR TO MATCH EXTG. IF DAMAGED DURING CONSTRUCTION I■51DE OF LIGHT COVE TO BE READY -MIX, SUPER WHITE, GLOSSY; G.C. TO COORDINATE WITH LANDLORD G.G. TO INSTALL BRAKE METAL - MT-I - OVER 5/S" TYPE 'X' GYP D. METAL STUDS FOR EXPOSED SURFACES OF LIGHT COVE 1/4" RESIN COMPOSITE PANEL EXTENT OF EXISTING MALL FLOORING STOREFRONT SECTION EXISTING CONCRETE SLAB FACE OF DEMISING PARTITION. BRAKE METAL FINISH, MT -I, WITH 2" TRIM TOP a': BOTTOM. TERMINATE BRAKE METAL IN CORNER. VERTICAL MULLION. SHOP PRE - FINISHED MT -I. 3/4" CLEAR TEMPERED PLATE GLASS SET IN 2 "x10 1/4" BOTTOM GLAZING BASE. G.C. SHALL GAP WITH BRAKE METAL (MT -I) BRAKE METAL PIER (MT -I) APPLIED =acv TO PLYWOOD FURNISHED BY AEROPOSTALE VENDOR, INSTALLED m BY G.G. CURVING LEASE LINE MALL FLOORING TO GLAZING BASE, TYP. NOTE: SEE SHEET A6 FOR STOREFRONT GENERAL NOTES. UNDERSIDE OF EXISTING DECK ABOVE (FIELD VERIFY) EXISTING STRUCTURAL ELEMENTS TO REMAIN G.G. TO FURNISH $ INSTALL 5/S" TYPE 'X' GYP. BD. ON BACK OF MALL BULKHEAD FRAMING IF NOT EXISTING PATCH AND REPAIR IF GYP. 517.15 EXISTING TO MAINTAIN A SMOKE BARRIER (TYP) LINE OF STOREFRONT FRAMING FOR R -I BEYOND COVE LIGHT FIXTURE BY LANDLORD; G.G. TO COORDINATE REQUIREMENTS WITH LANDLORD G.G. TO FURNISH $ INSTALL 20 GAUGE 3 5/8° MTL. STUDS @ 16° D.G. AND DIAGONAL BRACING AS REQUIRED - FASTEN TO MTL. STUDS W/ 1/2" PAN HEAD #S -IS SCREWS (TYP). G.G. TO FIELD VERIFY LOCATIONS OF EXISTING MALL STRUCTURAL ELEMENTS FOR CONNECTIONS G.G. TO FURNISH $ INSTALL 5/8" TYPE 'X' GYP. BD. ON USG SUSPENSION SYSTEM, SEE DETAIL 4/A4 - PAINT P -I VARIES 12 ' - O ° A.F.F. "ALU" MERCHANDISE DISPLAY TRACKS. SEE SHEET A4 2" METAL TRIM, MT -I G.G. TO FURNISH $ INSTALL 5 /8" TYPE 'X' GYP. BD. ON MTL. STUDS. PAINT P -I SEE SHEET AS FOR LIGHT FIXTURE INFORMATION FRONT SALES AREA WING WALL BEYOND - PAINT P -I ALL SIDES. SEE SHEET Al FOR ADDITIONAL INFORMATION DEMISING WALL BEYOND. FINISH WITH BRAKE METAL (MT -I). SEE 3/A6. 2" METAL TRIM, MT -I 3/4" TEMPERED PLATE GLASS WITH POLISHED EDGES; FURNISHED $ INSTALLED BY G.G. DRY GLAZE GASKET FURNISHED 4 INSTALLED 5Y G.G. ALUMINUM GLAZING RAIL BASE FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. MT -I GAP (BOTH SIDES) FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. MALL FLOORING TO BOTTOM RAIL BASE, G.G. TO FURNISH INSTALL NEW AS REQ'D, OR REPLACE IF EXISTING 15 DAMAGED DURING GONSTRUCTION GLAZING BASE SECURED TO SLAB IN/ EXPANSION BOLTS AS REQUIRED BY MFR., FURNISHED 4 INSTALLED BY G.G. O EXTG. MALL CEILING $ BULKHEAD TO REMAIN (FIELD VERIFY), G.G. TO PATCH $ REPAIR TO MATCH EXTG. IF DAMAGED DURING CONSTRUCTION INSIDE OF LIGHT COVE TO BE READY -MIX, SUPER WHITE, GLOSSY; G.G. TO COORDINATE WITH LANDLORD 2" X 1 3/4" SHOP FINISHED (POWDER COATED) MT -I GLAZING CHANNEL W/ GLAZING RUBBER FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY GLAZING SUBCONTRACTOR- ANCHOR SECURELY 1/4" RESIN COMPOSITE PANEL INSET IN GLAZING CHANNEL; R -I 5/5" TYPE 'X' GYP. BD. ON METAL STUDS, PAINT P -I BEHIND RESIN PANEL PRIOR TO INSTALLATION OF STOREFRONT SYSTEM. 2" X 2" SHOP FINISHED (POWDER COATED) MT -I GLAZING CHANNEL W/ GLAZING RUBBER FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY GLAZING SUBCONTRACTOR- ANCHOR SECURELY FIRE RETARDANT TREATED CONTINUOUS BLOCKING AS REQUIRED BY G.G. (TYP) LEASE LINE 3/4" CLEAR TEMPERED PLATE GLASS LINE OF BRAKE METAL PIER (MT -I) BEYOND. SEE 3/A6. LINE OF NEUTRAL PIER. BEYOND. FIN. FLOOR MALL AREA u_ DATE:11 /23/ 1 JOB NO: 01193 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 N N REVISIONS REV I S I ON I / 12/27/07 Ft c JAN 0 4 2000 F e ivii ' ULN I^ STORPRONT SECTIONS 4 c)r4 1 1.5 SHEET NUMBER ■ BACK OF CURVED SIG STOREFRONT SIGN, ' SEE SHEET SGI 2 ' -2 2 " r HOLD -•. • 3" VARIES HORIZONTAL SEAM IN BRAKE METAL G.G. TO INSTALL BRAKE METAL - MT-1 - OVER 5/8" TYPE 'X' GYP BD. METAL STUDS TO UNDERSIDE OF MALL BULKHEAD LEASE LINE RECESSED GRAPHIC SIGNAGE BOX WITH POWDER COATED METAL FRAME, MT -I; FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. - R.D. TO BE 25 1/2" WIDE BY 31 1/2" TALL 3/4" CLEAR TEMPERED PLATE GLASS BEYOND — SEE DETAIL 4/A6 GLAZING BASE BEYOND - SEE DETAIL 3/A1. FIN. FLOOR @ MALL AREA FRONT SALES AREA WING WALL BEYOND - PAINT P -I ALL SIDES. SEE SHEET Al FOR ADDITIONAL INFORMATION I" x 2" FONDER COATED STEEL ANGLE; MT -I. FURNISHED BY AEROPOSTALE VENDOR $ \ INSTALLED BY G.G. 16 GA., 8" METAL STUDS @ 12" , 1 —O.G. FOR PLATFORM; FURNISHED $ INSTALLED BY G.G. VARIES (SEE PLAN) PLATFORM TOP: PL -I, / LAMINATED MDF PANELS FURNISHED BY AEROPOSTALE FIXTURE VENDOR, INSTALLED BY FIRE RETARDANT TREATED 3/4" PLYWOOD U147ERLAYMENT BY G.G. 33i r =� ` wwwwwww www =wwww =ww i4' UNDERSIDE OF EXISTING DECK ABOVE (FIELD VERIFY) EXISTING STRUCTURAL ELEMENTS TO REMAIN G.G. TO FURNISH 4 INSTALL 5 /S" TYPE 'X' GYP. BD. ON BACK OF MALL BULKHEAD FRAMING IF NOT__ EXISTING; PATCH AND REPAIR IF GYP. BD. 15 EXISTING TO MAINTAIN A SMOKE BARRIER (TYP.) G.G. TO FURNISH 4. INSTALL 20 GAUGE 5 5 /S" MTh. STUDS @ 16" O.G. AND DIAGONAL BRACING AS REQUIRED- FASTEN TO MTL. STUDS W/ 1/2" PAN HEAD #S -IS SCREWS G.G. TO FIELD VERIFY LOCATIONS OF EXISTING MALL STRUCTURAL ELEMENTS FOR CONNECTIONS 12' -0" A.P.F. G.G. TO FURNISH ff INSTALL 5/S" TYPE 'X' GYP. BD. ON USG SUSPENSION SYSTEM, SEE DETAIL 4/A4 - PAINT P -I 2" METAL TRIM, MT -I G.G. TO INSTALL BRAKE METAL, MT -I OVER 5 /S" TYPE 'X' GYP. BD. ON MTL. STUDS; TERMINATE AT CEILING LINE OF ENTRY COLUMN BEYOND COVERED WITH BRAKE METAL FINISH; MT -I, TYP. SEE DETAIL 4/A6 FOR ADDITIONAL INFORMATION CENTERLINE OF GLASS DOORS 10" GLAZING BASE AT DOORS, MT 1 WIRE LOOP FOR SENSORMATIC SYSTEM TO BE SAWCUT IN CONC. SLAB BY G.G. COORD. WITH AEROPOSTALE VENDOR 1 4 . A.F.F. PF PLANK FLOORING PF -I FLOORING PLATFORM DETAIL Scale: 3" = 1' -0" PLATFORM FACE: PL -I, LAMINATED MDF PANELS FURNISHED BY AEROPOSTALE FIXTURE VENDOR $ INSTALLED BY G.G. EXTENT OF NEW MALL FLOORING EXTG. MALL CEILING $ BULKHEAD TO REMAIN (HELD VERIFY), G.G. TO PATCH 4 REPAIR TO MATCH EXTG. IF DAMAGED DURING CONSTRUCTION I■51DE OF LIGHT COVE TO BE READY -MIX, SUPER WHITE, GLOSSY; G.C. TO COORDINATE WITH LANDLORD G.G. TO INSTALL BRAKE METAL - MT-I - OVER 5/S" TYPE 'X' GYP D. METAL STUDS FOR EXPOSED SURFACES OF LIGHT COVE 1/4" RESIN COMPOSITE PANEL EXTENT OF EXISTING MALL FLOORING STOREFRONT SECTION EXISTING CONCRETE SLAB FACE OF DEMISING PARTITION. BRAKE METAL FINISH, MT -I, WITH 2" TRIM TOP a': BOTTOM. TERMINATE BRAKE METAL IN CORNER. VERTICAL MULLION. SHOP PRE - FINISHED MT -I. 3/4" CLEAR TEMPERED PLATE GLASS SET IN 2 "x10 1/4" BOTTOM GLAZING BASE. G.C. SHALL GAP WITH BRAKE METAL (MT -I) BRAKE METAL PIER (MT -I) APPLIED =acv TO PLYWOOD FURNISHED BY AEROPOSTALE VENDOR, INSTALLED m BY G.G. CURVING LEASE LINE MALL FLOORING TO GLAZING BASE, TYP. NOTE: SEE SHEET A6 FOR STOREFRONT GENERAL NOTES. UNDERSIDE OF EXISTING DECK ABOVE (FIELD VERIFY) EXISTING STRUCTURAL ELEMENTS TO REMAIN G.G. TO FURNISH $ INSTALL 5/S" TYPE 'X' GYP. BD. ON BACK OF MALL BULKHEAD FRAMING IF NOT EXISTING PATCH AND REPAIR IF GYP. 517.15 EXISTING TO MAINTAIN A SMOKE BARRIER (TYP) LINE OF STOREFRONT FRAMING FOR R -I BEYOND COVE LIGHT FIXTURE BY LANDLORD; G.G. TO COORDINATE REQUIREMENTS WITH LANDLORD G.G. TO FURNISH $ INSTALL 20 GAUGE 3 5/8° MTL. STUDS @ 16° D.G. AND DIAGONAL BRACING AS REQUIRED - FASTEN TO MTL. STUDS W/ 1/2" PAN HEAD #S -IS SCREWS (TYP). G.G. TO FIELD VERIFY LOCATIONS OF EXISTING MALL STRUCTURAL ELEMENTS FOR CONNECTIONS G.G. TO FURNISH $ INSTALL 5/8" TYPE 'X' GYP. BD. ON USG SUSPENSION SYSTEM, SEE DETAIL 4/A4 - PAINT P -I VARIES 12 ' - O ° A.F.F. "ALU" MERCHANDISE DISPLAY TRACKS. SEE SHEET A4 2" METAL TRIM, MT -I G.G. TO FURNISH $ INSTALL 5 /8" TYPE 'X' GYP. BD. ON MTL. STUDS. PAINT P -I SEE SHEET AS FOR LIGHT FIXTURE INFORMATION FRONT SALES AREA WING WALL BEYOND - PAINT P -I ALL SIDES. SEE SHEET Al FOR ADDITIONAL INFORMATION DEMISING WALL BEYOND. FINISH WITH BRAKE METAL (MT -I). SEE 3/A6. 2" METAL TRIM, MT -I 3/4" TEMPERED PLATE GLASS WITH POLISHED EDGES; FURNISHED $ INSTALLED BY G.G. DRY GLAZE GASKET FURNISHED 4 INSTALLED 5Y G.G. ALUMINUM GLAZING RAIL BASE FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. MT -I GAP (BOTH SIDES) FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. MALL FLOORING TO BOTTOM RAIL BASE, G.G. TO FURNISH INSTALL NEW AS REQ'D, OR REPLACE IF EXISTING 15 DAMAGED DURING GONSTRUCTION GLAZING BASE SECURED TO SLAB IN/ EXPANSION BOLTS AS REQUIRED BY MFR., FURNISHED 4 INSTALLED BY G.G. O EXTG. MALL CEILING $ BULKHEAD TO REMAIN (FIELD VERIFY), G.G. TO PATCH $ REPAIR TO MATCH EXTG. IF DAMAGED DURING CONSTRUCTION INSIDE OF LIGHT COVE TO BE READY -MIX, SUPER WHITE, GLOSSY; G.G. TO COORDINATE WITH LANDLORD 2" X 1 3/4" SHOP FINISHED (POWDER COATED) MT -I GLAZING CHANNEL W/ GLAZING RUBBER FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY GLAZING SUBCONTRACTOR- ANCHOR SECURELY 1/4" RESIN COMPOSITE PANEL INSET IN GLAZING CHANNEL; R -I 5/5" TYPE 'X' GYP. BD. ON METAL STUDS, PAINT P -I BEHIND RESIN PANEL PRIOR TO INSTALLATION OF STOREFRONT SYSTEM. 2" X 2" SHOP FINISHED (POWDER COATED) MT -I GLAZING CHANNEL W/ GLAZING RUBBER FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY GLAZING SUBCONTRACTOR- ANCHOR SECURELY FIRE RETARDANT TREATED CONTINUOUS BLOCKING AS REQUIRED BY G.G. (TYP) LEASE LINE 3/4" CLEAR TEMPERED PLATE GLASS LINE OF BRAKE METAL PIER (MT -I) BEYOND. SEE 3/A6. LINE OF NEUTRAL PIER. BEYOND. FIN. FLOOR MALL AREA u_ DATE:11 /23/ 1 JOB NO: 01193 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 N N REVISIONS REV I S I ON I / 12/27/07 Ft c JAN 0 4 2000 F e ivii ' ULN I^ STORPRONT SECTIONS 4 c)r4 1 1.5 SHEET NUMBER / , . 6 . 1 \. f m 1 0G-,01 \ N' u Z-. I I .0 I . WC I _: y : ;.. I > t t WC —GLA55 SEAM ^ r l ,. %/ 0 \/ .. • - • - • - - GB 11 P OPEN T OPEN I \/ .4 OPEN I I GL I GL I • • \\ % i • \\ \\ \\ I \\ \ \\ < \ o 1 . � /\ P P / GL ill !1 / \ OPEN OPEN OPEN OPEN r OPEN \ / / _ .. 1 0 - , / I -- ,, ■ 4( /,, I --- !I I TYP 0 TYP T ■ / /,, • Mil , -'' / f I / . 1 \. f \ \ 1 0G-,01 \ 1 u Z-. I I .0 I . „ .„ . . , " I _: y : ;.. I > -.- \ SEAM —GLA55 SEAM ^ r l ,. 0 .. • - • - • - - J \\ \ oll '/ \ \ P OPEN T OPEN I i .4 OPEN OPEN GL GL I • • \\ I • \\ \\ \\ I \\ \ \\ < \ o a ' . � /\ V II f I / . 1 \. f 1 0G-,01 WG 1 I I I TYP � 4 I� IS OPEN T OPEN .4 OPEN OPEN OPEN Ef IT < \ o \ o � /\ P P / GL OPEN OPEN OPEN OPEN r OPEN 2' -0° A.F.F. UNDERSIDE 01 FILING SALES/ STOGK ROOM WALL 12' -0” A.F.F. STOREFRONT SYSTEM AND GLASS P ALL SIDES RAISED PLATFORM BRAKE METAL BOX -OUT, SEE 4 /A7. 2° METAL TRIM, MT -I 12 -0" A.F.F. UNDERSIDE OF CEILING 12' -O" A.F.F. UNDERSIDE OF GYP. BD. CEILING 2 "x " METAL END GAP, TYP 3 -I/2" METAL BASE ON SIDE WALL, MT -I MT TYP. U.N.O. JEANS ALL 5' -11" 2" METAL TRIM, MT -I ALL SIDES STOREFRONT SYSTEM AND GLASS BRAKE METAL BOX -OUT, SEE 3/A6. 2" METAL TRIM, MT -I 2" METAL TRIM, MT -I t/- INTERIOR ELEVATION Scale: 1/4" = 1' -0" 12' -0° HOLD TYP INTERIOR ELEVATION Scale: 1/4" = 1' -0" 10' -Ii° +/- V.I.F. B INTERIOR ELEVATION Scale: 1 /4" = 1'-0" 6' —O° (TYP) OF DIVIDER PANEL INTERIOR ELEVATION Scale: 1/4" = 1'-0" TYP 12'-O" HOLD 2" METAL TRIM TO ALIGN W/ TOP OF WALL, MT -I OF DIVIDER PANEL 12 HOLD / 6' -0" (TYP) U.N.O. ¢ OF DIVIDER ¢ OF DIVIDER PANEL PANEL FITTING ROOM ASSEMBLY BY AEROPOSTALE VENDOR, INSTALLED BY G.G., S,EE SHEET Apt 3 -1/2 METAL BASE ON SIDE WALL, MT -I 11' -0" HOLD 2" METAL TRIM, MT -I 2" x S" METAL END GAP, MT -I 2" METAL TRIM, MT -I 5 -1/2" METAL BASE, MT -I 10' -Ii" +/- Y.I.F. j 2 TYP II' -0" HOLD A ��TYP• OF (4) 5 -11" 3 /S °---/ B 12' -O" HOLD JEANS WALL 0 5' -11" 3' -O" \ 2 -S" , GASHWRAP UNIT PROVIDED BY AEROPOSTALE VENDOR, INSTALLED BY GG INTERIOR ELEVATION Scale: 1/4" = 1' -0" N HOLD II'-O" HOLD 12 -0" A.F.F. UNDERSIDE OF GEILING B RAISED DISPLAY PLATFORM, TYP. BOTH SIDES. SEE DETAIL 3/A1 FL MT INTERIOR ELEVATION Scale: 1/4" = 1' -0" RAKE METAL WRAPPED ENTRANCE COLUMNS, MT -I 10' -0" 2" METAL TRIM, MT -I. TERMINATE AT BULKHEAD ON SIDES. SEAMS IN BRAKE METAL PL STRUCTURAL COLUMN. RAISED DISPLAY PLATFORM, TYP. BOTH SIDES. SEE DETAIL 3/A1 2" METAL TRIM, MT -I BRAKE METAL BOX -OUT, SEE 4 /Al. 2" METAL TRIM, MT -I ALIGN TOP OF GRAPHIC BOX WITH TOP OF WALL 2 ° x5 " METAL . END GAP, TYP II'-O" HOLD Scale: 1/4" = 1' -0" 12 -O" HOLD SURFACE MOUNTED GRAPHIC, BOX SIZE: 16' -q1 °W x 6' -2°H 6 ' -0" (TYP.) U.N.D. . OF DIVIDER 3 I/2" TRIM BY AEROPOSTALE VENDOR, INSTALLED BY G.G. 17' -11" 2" METAL TRIM TO ALIGN W/ TOP OF WALL, MT -I IS' -0" CLEAR BETWEEN WALLS; SEE DETAIL 7 /Aa INTERIOR ELEVATION L c) . OF DIVIDER PANEL MT IS' -0° HOLD S' r 12 +/— BAGKWRAP UNIT PROVIDED BY AEROPOSTALE VENDOR, INSTALLED BY GC m Z 0 N \ \ 0 I \1 m 12' -O" A.F.F. UNDERSIDE OF CEILING / 4' -S° 4 4 4' -5 2 ° /f Scale: 1/4" = 1' -0" CASHWRAP ELEVATION A8 GENERAL NOTES: A. SEE SHEET 151 FOR FINISH SCHEDULE. B. G.G. TO TOUGH UP ALL AEROPOSTALE FURNISHED MILLWORK MATERIAL AFTER INSTALLATION. C. RESTROOMS AND CORRIDOR (IF APPLICABLE) TO BE PAINTED P -I - WALLS AND CEILINGS. D. G.G. SHALL REFER TO FIXTURE INSTALLATION HANDBOOK FOR ADDITIONAL INFORMATION. KEY NOTES: I. PERIMETER UNIT SYSTEM (RECESSED STANDARDS, MELAMINE PANELS $ HARDWARE) FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.C. G.G. TO FURNISH AND INSTALL (4) 6" TALL, 16 GAUGE METAL STRAPS w . • " METAL STRAPS. G.G. TO REFER TO THE FIXTURE INSTALLATION GUIDE FOR INSTALLATION INSTRUCTIONS FOR THE HARDWARE AND SHELVING. TOP SHELF MUST BE INSTALLED AT A CONSISTENT HEIGHT AROUND THE STORE, SEE c /AS o- I HT - •rw . - • L Lt k r ■i a - e 2. "Y• I : • I (2) 6" HIGH METAL STRAPS ON WALL FOR GRAPHIC PANELS; FURNISHED 4 INSTALLED BY G.G. WHITE "J" CHANNEL AT TOP TOP PERIMETER WALL CONCEALED SHELF, TYP. 12" BELOW SOFFIT (4) 6" HIGH METAL STRAPS ON WALL FOR PRE -FAB LAMINATED MELAMINE PANELS; FURNISHED 4 INSTALLED BY G.G. MERCHANDISE DIVIDER PANEL FURNISHED BY AEROPOSTALE VENDOR; INSTALLED BY G.G. PERIMETER WALL UNITS: PRE -FAB LAMINATED MELAMINE PANELS, STANDARDS AND BLOCKING FURNISHED BY AEROPOSTALE VENDOR $ INSTALLED BY G.G, SEE FIXTURE INSTALLATION GUIDE WHITE J CHANNEL AT BOTTOM 3 I/2" RECESSED WOOD BASE, 5-1; FURNISHED BY AEROPOSTALE VENDOR ff INSTALLED BY G.G. ADJUSTABLE LEG PERIMETER WALL DETAIL Scale: 3/4" = 1'-0" I' R B AEROPOSTALE VENDOR, INSTALLED BY G.G. G.G. TO PAINT SOFFIT P -I TO 10" BEHIND FRAMES. G.G. TO FURNISH AND INSTALL (2) 6" TALL, 16 GAUGE METAL STRAPS HORIZONTALLY. SEE DETAIL q /AS FOR LOCATION OF METAL STRAPS. 3. FEATURE WALL FIXTURE DISPLAY 4 HARDWARE FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. SEE DETAILS ON SHEET A2. 4. SALES /STOCK DOOR AND FRAME TO BE PAINTED P -I. 5. MERCHANDISE DIVIDER PANEL. FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. 6. EXIT SIGN, SEE ELECTRICAL DRAWINGS. 1. GRAPHIC BOX (GB-I) FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. SEE DETAIL 3/A5. S. ALARM LOCATION FOR SENSORMATIC SYSTEM. FURNISHED $ INSTALLED BY SENSORMATIG, COORDINATION BY G.G. S' -S 1/2" A.F.F. TOP OF DIVIDER PANEL 12 -0" A.F.F. U- MT FACE OF NEUTRAL PIER LEASE LINE BRAKE METAL PIER, MT -I FINISH, SEE 3/A6. GLAZING BASE F IN. FLOOR ® MALL AREA STOREFRONT SIDE ELEVATION Scale: 1/4" = 1' -0" DATE: 11/23/07 JOB NO: 0T193 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635-5699 REVISIONS REVISION JAN 0 4 2008 INTERIOR � v4 IONS SHEET NUMBER N try S a m N U . . w • P D C7 n • p 0 faq co co co 0) 12/27/07 LLI 2626 SOUTHCENTER MALL TUKWILA, WA 011q3-Allci-REV 1-122601cIng.climg December 21 , 200'1 - 11:3c1 cm PRINT PATE TIME f I / 1 0G-,01 MT 1 I TYP 1 2' -0° A.F.F. UNDERSIDE 01 FILING SALES/ STOGK ROOM WALL 12' -0” A.F.F. STOREFRONT SYSTEM AND GLASS P ALL SIDES RAISED PLATFORM BRAKE METAL BOX -OUT, SEE 4 /A7. 2° METAL TRIM, MT -I 12 -0" A.F.F. UNDERSIDE OF CEILING 12' -O" A.F.F. UNDERSIDE OF GYP. BD. CEILING 2 "x " METAL END GAP, TYP 3 -I/2" METAL BASE ON SIDE WALL, MT -I MT TYP. U.N.O. JEANS ALL 5' -11" 2" METAL TRIM, MT -I ALL SIDES STOREFRONT SYSTEM AND GLASS BRAKE METAL BOX -OUT, SEE 3/A6. 2" METAL TRIM, MT -I 2" METAL TRIM, MT -I t/- INTERIOR ELEVATION Scale: 1/4" = 1' -0" 12' -0° HOLD TYP INTERIOR ELEVATION Scale: 1/4" = 1' -0" 10' -Ii° +/- V.I.F. B INTERIOR ELEVATION Scale: 1 /4" = 1'-0" 6' —O° (TYP) OF DIVIDER PANEL INTERIOR ELEVATION Scale: 1/4" = 1'-0" TYP 12'-O" HOLD 2" METAL TRIM TO ALIGN W/ TOP OF WALL, MT -I OF DIVIDER PANEL 12 HOLD / 6' -0" (TYP) U.N.O. ¢ OF DIVIDER ¢ OF DIVIDER PANEL PANEL FITTING ROOM ASSEMBLY BY AEROPOSTALE VENDOR, INSTALLED BY G.G., S,EE SHEET Apt 3 -1/2 METAL BASE ON SIDE WALL, MT -I 11' -0" HOLD 2" METAL TRIM, MT -I 2" x S" METAL END GAP, MT -I 2" METAL TRIM, MT -I 5 -1/2" METAL BASE, MT -I 10' -Ii" +/- Y.I.F. j 2 TYP II' -0" HOLD A ��TYP• OF (4) 5 -11" 3 /S °---/ B 12' -O" HOLD JEANS WALL 0 5' -11" 3' -O" \ 2 -S" , GASHWRAP UNIT PROVIDED BY AEROPOSTALE VENDOR, INSTALLED BY GG INTERIOR ELEVATION Scale: 1/4" = 1' -0" N HOLD II'-O" HOLD 12 -0" A.F.F. UNDERSIDE OF GEILING B RAISED DISPLAY PLATFORM, TYP. BOTH SIDES. SEE DETAIL 3/A1 FL MT INTERIOR ELEVATION Scale: 1/4" = 1' -0" RAKE METAL WRAPPED ENTRANCE COLUMNS, MT -I 10' -0" 2" METAL TRIM, MT -I. TERMINATE AT BULKHEAD ON SIDES. SEAMS IN BRAKE METAL PL STRUCTURAL COLUMN. RAISED DISPLAY PLATFORM, TYP. BOTH SIDES. SEE DETAIL 3/A1 2" METAL TRIM, MT -I BRAKE METAL BOX -OUT, SEE 4 /Al. 2" METAL TRIM, MT -I ALIGN TOP OF GRAPHIC BOX WITH TOP OF WALL 2 ° x5 " METAL . END GAP, TYP II'-O" HOLD Scale: 1/4" = 1' -0" 12 -O" HOLD SURFACE MOUNTED GRAPHIC, BOX SIZE: 16' -q1 °W x 6' -2°H 6 ' -0" (TYP.) U.N.D. . OF DIVIDER 3 I/2" TRIM BY AEROPOSTALE VENDOR, INSTALLED BY G.G. 17' -11" 2" METAL TRIM TO ALIGN W/ TOP OF WALL, MT -I IS' -0" CLEAR BETWEEN WALLS; SEE DETAIL 7 /Aa INTERIOR ELEVATION L c) . OF DIVIDER PANEL MT IS' -0° HOLD S' r 12 +/— BAGKWRAP UNIT PROVIDED BY AEROPOSTALE VENDOR, INSTALLED BY GC m Z 0 N \ \ 0 I \1 m 12' -O" A.F.F. UNDERSIDE OF CEILING / 4' -S° 4 4 4' -5 2 ° /f Scale: 1/4" = 1' -0" CASHWRAP ELEVATION A8 GENERAL NOTES: A. SEE SHEET 151 FOR FINISH SCHEDULE. B. G.G. TO TOUGH UP ALL AEROPOSTALE FURNISHED MILLWORK MATERIAL AFTER INSTALLATION. C. RESTROOMS AND CORRIDOR (IF APPLICABLE) TO BE PAINTED P -I - WALLS AND CEILINGS. D. G.G. SHALL REFER TO FIXTURE INSTALLATION HANDBOOK FOR ADDITIONAL INFORMATION. KEY NOTES: I. PERIMETER UNIT SYSTEM (RECESSED STANDARDS, MELAMINE PANELS $ HARDWARE) FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.C. G.G. TO FURNISH AND INSTALL (4) 6" TALL, 16 GAUGE METAL STRAPS w . • " METAL STRAPS. G.G. TO REFER TO THE FIXTURE INSTALLATION GUIDE FOR INSTALLATION INSTRUCTIONS FOR THE HARDWARE AND SHELVING. TOP SHELF MUST BE INSTALLED AT A CONSISTENT HEIGHT AROUND THE STORE, SEE c /AS o- I HT - •rw . - • L Lt k r ■i a - e 2. "Y• I : • I (2) 6" HIGH METAL STRAPS ON WALL FOR GRAPHIC PANELS; FURNISHED 4 INSTALLED BY G.G. WHITE "J" CHANNEL AT TOP TOP PERIMETER WALL CONCEALED SHELF, TYP. 12" BELOW SOFFIT (4) 6" HIGH METAL STRAPS ON WALL FOR PRE -FAB LAMINATED MELAMINE PANELS; FURNISHED 4 INSTALLED BY G.G. MERCHANDISE DIVIDER PANEL FURNISHED BY AEROPOSTALE VENDOR; INSTALLED BY G.G. PERIMETER WALL UNITS: PRE -FAB LAMINATED MELAMINE PANELS, STANDARDS AND BLOCKING FURNISHED BY AEROPOSTALE VENDOR $ INSTALLED BY G.G, SEE FIXTURE INSTALLATION GUIDE WHITE J CHANNEL AT BOTTOM 3 I/2" RECESSED WOOD BASE, 5-1; FURNISHED BY AEROPOSTALE VENDOR ff INSTALLED BY G.G. ADJUSTABLE LEG PERIMETER WALL DETAIL Scale: 3/4" = 1'-0" I' R B AEROPOSTALE VENDOR, INSTALLED BY G.G. G.G. TO PAINT SOFFIT P -I TO 10" BEHIND FRAMES. G.G. TO FURNISH AND INSTALL (2) 6" TALL, 16 GAUGE METAL STRAPS HORIZONTALLY. SEE DETAIL q /AS FOR LOCATION OF METAL STRAPS. 3. FEATURE WALL FIXTURE DISPLAY 4 HARDWARE FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. SEE DETAILS ON SHEET A2. 4. SALES /STOCK DOOR AND FRAME TO BE PAINTED P -I. 5. MERCHANDISE DIVIDER PANEL. FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. 6. EXIT SIGN, SEE ELECTRICAL DRAWINGS. 1. GRAPHIC BOX (GB-I) FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. SEE DETAIL 3/A5. S. ALARM LOCATION FOR SENSORMATIC SYSTEM. FURNISHED $ INSTALLED BY SENSORMATIG, COORDINATION BY G.G. S' -S 1/2" A.F.F. TOP OF DIVIDER PANEL 12 -0" A.F.F. U- MT FACE OF NEUTRAL PIER LEASE LINE BRAKE METAL PIER, MT -I FINISH, SEE 3/A6. GLAZING BASE F IN. FLOOR ® MALL AREA STOREFRONT SIDE ELEVATION Scale: 1/4" = 1' -0" DATE: 11/23/07 JOB NO: 0T193 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635-5699 REVISIONS REVISION JAN 0 4 2008 INTERIOR � v4 IONS SHEET NUMBER N try S a m N U . . w • P D C7 n • p 0 faq co co co 0) 12/27/07 LLI 2626 SOUTHCENTER MALL TUKWILA, WA 011q3-Allci-REV 1-122601cIng.climg December 21 , 200'1 - 11:3c1 cm PRINT PATE TIME 10' -2° A.F.F. z, UNDERSIDE OF CEILING LIGHT FIXTURE FITTING ROOM SYSTEM DOOR FRAME; MT -I LIGHT FIXTURE Scale: '1/4" = 1'-0" 4 ENLARGED PLAN DETAIL AT FITTING ROOMS Scale: 1 1/2" = 1' -0" TO BE PAINTED P -I; TYP A NOTE: FITTING ROOM CEILINGS STANDARD FITTING ROOM ELEVATIONS 10' -2" A.F.F. UNDERSIDE OF CEILING FITTING ROOM SYSTEM DOOR FRAME MT -I NOTE: FITTING ROOM CEILINGS TO BE PAINTED P -I; TYP 16 GAUGE 6" METAL STUDS AT 12" O.G. WITH 5/8" GYP. BD. $ 10' -3" BOTH SIDES 2" METAL TRIM, MT -I (4) 6" HIGH METAL STRAPS ON WALLS. FURNIGHED $ INSTALLED BY G.G. SEE 4 /A5 FOR HEIGHTS. PRE -FAB MELAMINE LAMINATED PANEL $ VERTICAL FURRING STRIPS, FURNISHED BY AEROPOSTALE VENDOR, INSTALLED SY G.G. 3 1/2" RECESSED WOOD BASE, B -I, FURNISHED AEROPOSTALE VENDOR $ INSTALLED BY G.G. 6 9 4" Scale: 1 1/2" = 1' -0" 2' -ci" DOOR CLEAR SILICONE BY G.G. GLASS TYPE GL -2 3'-0 5/4" O 7/32" SHANK DIA. RAMSET @ _� 16" O.G. I -3/S" PENETRATION P GL 2 ADA FITTING ROOM ELEVATIONS Scale: 1 /4" = 1' -0" 6 F CLEAR SILICONE BY G.C. ILICONE BY G.0 SOUND INSULATION, TYP BETWEEN FITTING ROOMS GLASS TYPE GL -2 5/8" GYP. BD. CAP ON TOP OF WALL; PAINT P -I cv LINE OF BACKWRAP LIGHT FIXTURE LIGHT FIXTURE ALIGN TOP OF MIRROR WITH TOP OF DOOR SECTION @ BACKWRAP PARTITION FITTING ROOM SYSTEM, MT -I; FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. 2' -a" DOOR 5' - 5/4" 36" HANG ROD 3 -I/2" METAL BASE, MT -I, TYP; FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. SURFACE MOUNTED GRAPHIC SIGN BOX 3 I/2° TRIM BY AEROPOSTALE VENDC INSTALLED BY G.G. LINE OF BACKWRAP 2' -10° $ 56° HANG ROD 3' -0 1/4" MIRROR FINISH P -I In In 22 3" GLASS TYPE GL -2 MOUNTED ON 3/4" PAINTED MDF INSTALLED IN FITTING ROOM SYSTEM, * *NOTE BELOW GLASS TYPE GL -2 3' -0" DOOR 20' -II 5/4" OUTSIDE OF GYP. B. G A 3" TRIM PIECE, MT -I, FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. FITTING ROOM HOOK FITTING ROOM BENCH BI; SEE SHEET A2 FITTING ROOM HOOK —rc A9 LIGHT FIXTURE ALIGN TOP OF MIRROR WITH TOP OF DOOR 3 -I/2" METAL BASE, MT -I, TYP; FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. FITTING ROOM BENCH 52; SEE SHEET A2 SEE SHEET 151 FOR DOOR SCHEDULE INFORMATION 2' - g" DOO CLEAR SILICONE BY G.G. GLASS TYPE GL -2 -" 5' -0 3/4" (I, 6" NOTES: * SEE SHEET Al FOR ALL WALL TYPES ** FITTING ROOM DOOR/FRAME ASSEMBLY INSTRUCTIONS PROVIDED BY AMERICAN PRODUCTS, INC. SEE 151 FOR CONTACT INFORMATION. * ** G.C. TO CAULK ALL MIRROR EDGES WITH CLEAR CAULK, TYP. LIGHT FIXTURE AN 2 ' -0 ! :1 2 . I" GAP 2X8 CONTINUOUS METAL END CAP, MT -I; FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. Scale: 1 1 /2" = 1'-0" O WOOD BLOCKING; FURNISHED $ INSTALLED BY G.C. PRE -FAB MELAMINE LAMINATED PANELS ON FURRING STRIPS; FURNISHED BY AEROPOSTALE, INSTALLED BY G.G. 16 GAUGE, 6" METAL STUDS @ 12" O.G. (TYP.) 6" TRIM PIECE, MT -I, TYP U.N.O.; FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. 2' -Q" DOOR 5 /5" GYP. BD. OVER METAL STUDS, PAINT PAINT P -I 3'-0 5/4" t 4" TYP. CLEAR SILICONE BY G.G. GLASS TYPE GL -2 4 10' -2" A.F.F. FITTING ROOM CEILING 7 4 " 5/4" PLYWOOD FURNISHED $ INSTALLED BY G.G. OVER METAL STUDS 5/8° TYPE 'X' GYP. BD. CEILING ON USG SUSPENSI SYSTEM, TYP. PAINT CEILING P -I. FITTING ROOM LIGHT FIXTURE, REFER TO SHEET A5. 'J' MOLD GYP. BD. RETURN, PAINT P -I. 4 -1/2" FITTING ROOM DOOR FRAME; MT -I; FURNISHED BY AEROPOSTALE VENDOR; INSTALLED BY G.G. 5' -2" ENLARGED PLAN DETAIL AT BACKWRAP 4 . . 4 a " 8 GLASS TYPE GL -2 BY G.G. PRE -FAB MELAMINE LAMINATED PANELS ON FURRING STRIPS; FURNISHED BY AEROPOSTALE, / INSTALLED BY G.G. Scale: 1 1 /2" = 1' -0" 2 -10 1 " ALIGN EDGE OF BAGKWRAP WITH EDGE OF 1/4" REVEAL 2X8 CONTINUOUS METAL END GAP, MT -I; FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. WOOD BLOCKING; FURNISHED $ INSTALLED BY G.G. 1/4" REVEAL. G.G. TO PAINT TO MATCH ADJACENT WALL, TYP. 5/8" GYP. BD. OVER METAL STUDS, PAINT P -I A :ttttcart .trrr_�____ �r :sW ter: x ass> t : L tt r 1:1,) s>>a.1as>: • i ^ •' tc rttrtta =15.3aar1sssss asx 4C1 r a I I" GAP SECTION DETAIL AT FITTING ROOMS 12' -0" A.F.F. SALES FLOOR CEILING SEE I /A4 $ DETAIL 3/A4 FOR ADDITIONAL NOTES AND DIMENSIONS FOR LIGHT COVE AND CEILINGS (2) 6" HIGH METAL STRAPS ON SOFFIT FOR GRAPHIC PANELS FURNISHED 4 INSTALLED BY GC. GRAPHIC PANEL MDF INSERT TO RECEIVE CUSTOM WALL PAPER (WGI). G.G. TO SPACKLE AND SAND ALL DRILL HOLES PRIOR TO WALL PAPER APPLICATION. 20 GAUGE, 3 -5/8" METAL STUDS AT 16" O.G. TO STRUCTURE ABOVE WITH 5/8" TYPE 'X' GYP. BD. BOTH SIDES TO UNDERSIDE OF CEILING. G.G. TO PROVIDE CONTINUOUS SOUND INSULATION AT FITTING ROOMS ONLY. 5 /8° TYPE 'X' GYP BD., PAINT P -I. GRAPHIC PANEL FRAME; MT -I FINISH. FURNISHED BY AEROPOSTALE VENDOR; INSTALLED BY G.G. q' -O" AFF BOTTOM of BULKHEAD 3/4" DEEP x 6" WIDE TRIM PIECE BEYOND; MT -I. FURNISHED BY AEROPOSTALE VENDOR; INSTALLED BY G.G. UNDERSIDE OF CEILING - SEE A4 FOR ADDITIONAL INFORMATION CONT. UNPUNGHED TRACK, (G.C. TO VERIFY SIZE IN FIELD) 7/32" SHANK DIA. RAMSET 16" O.G. I -3/8" PENETRATION CONTINUOUS 2" METAL FLAT BAR FOR GLAZING FRAME FURNISHED BY AEROPOSTALE VENDOR $ INSTALLED BY G.C. MT -I $ 10 CONTINUOUS I/4" x IT METAL L -MOLD FOR GLAZING FRAME FURNISHED BY AEROPOSTALE VENDOR $ INSTALLED BY G.C. , MT -I GLASS TYPE GL -2 4 MASTICS FURNISHED $ INSTALLED BY G.G. 3/4" PLYWOOD FURNISHED INSTALLED BY G.G. CONTINUOUS 1/4" x 1/2" METAL L -MOLD FOR GLAZING FRAME FURNISHED BY AEROPOSTALE VENDOR $ INSTALLED BY G.G. , MT -I CONTINUOUS 2" METAL FLAT BAR FOR GLAZING FRAME FURNISHED BY AEROPOSTALE VENDOR $ INSTALLED BY G.G. , MT -I EXTG. DEMISING PARTITION TO REMAIN. G.G. TO PATCH $ REPAIR TO MATCH EXTG. IF DAMAGED DURING CONSTRUCTION (G.C. TO MATCH MALL FINISHES 4 FIRE RATINGS AS REO'D) 5/8" TYPE 'X' GYP. BD. (G.C. TO MATCH MALL FINISHES) 20 GAUGE 3 S /8" METAL STUDS @ 16" O.G. TO 9'-O" A.F.F. LINE OF EXISTING WALL - SEE SHEET Al 4" X 4" CORNER ANGLE, SEE SHEET Al. Scale: 1 1 /2" = 1' -0" 3 1/2" METAL BASE, MT -I BACKWRAP PARTITION Scale: 3" = 1'-0" P 0 0 0 A, ,4 - mmm7711 LIrs.40-,3 CORRIDOR SIDE 5' -O" O 1 HR RATED RECESSED REAR ENTRY PARTITION 5/4" FIRE RETARTANT TREATED MDF ON TENANT SIDE 5/8" GYP. ED GAP ON TOP OF WALL; PAINT P -I 2° METAL FLAT BAR SURFACE MOUNTED GRAPHIC SIGN BOX LINE OF BACKWRAP 7/32° SHANK DIA. RAMSET I6" O.G. I -3/8" PENETRATIO REVIEWED � 5/8" TYPE 'X' GYP. BD. Ix4 WOOD CLEAT. PAINT P -I. ALIGN TOP WITH TOP OF MDF $ WRAP ENTRY WALL SOUND ATTENUATION BATT AS REQUIRED. (TYP. DEMISING PARTITION ONLY - SEE SHEET Al) 5/5" TYPE 'X' GYP. BD. HOLLOW METAL DOOR AND FRAME, SEE SHEET Al TENANT SIDE 5/8" GYP. BD. OVER 16 GA. 5" METAL STUDS FURNISHED AND INSTALLED BY G.G. 3 1/2" TRIM BY AEROPOSTALE VENDOR, INSTALLED BY G.G. CODE COMPLIANCE APPROVED jE6,1\\ ii `� alb City Of Tukwila BUILD -NG DIVISION DATE: 11/23/01 JOB NO: 01193 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 m 7.1 0 •-1 0 c L N 0 N U • m 7 J J a co 0o CO 0) REVISIONS REVISION JAN 0 4 2008 PE. P. t-.NTFR DETAILS SHEET NUMBER 12/27/07 U d z TOILET ROOM COMPONENT SCHEDULE MARK ITEM MODEL # EXIST. TO REMAIN NEW (ADD/ REPLACE) NOTES A TOILET SEE MECHANICAL SHEETS 2 — TOILET SEAT 5EE MECHANICAL SHEETS 2 — B SINK SEE MECHANICAL SHEETS 2 — G LEVER HANDLE FAUCET SEE MECHANICAL SHEETS 3' -O" 2 — D PIPE WRAP SEE MECHANICAL SHEETS 2 — E GRAB BARS (SET) BOBRIGK (I) 8- 5806x36, (I) B- 5806x42, $ (I) 8- 5806x18 2 — F MIRROR BOBRIGK B- 290 -1836 2 -- G PAPER TOWEL DISPENSER BOERICK B -262 2 -- H TP HOLDER BOBRICK B -2130 2 -- WATER HEATER SEE MECHANICAL SHEETS 2 INSTANTANEOUS EXHAUST FAN SEE MECHJELEG.SHEETS 2 — J SHELVES (SET) (2) 12"x36" WHITE MELAMINE SHELVES ON (2) SURFACE MOUNTED STANDARDS 2 w K SERVICE SINK SEE MECHANICAL SHEETS -- — L WATER COOLER 5EE MECHJELEC. SHEETS I HI/LO COMBINATION FLOOR DRAIN SEE MECHANICAL SHEETS 2 — M WALL ORGANIZER CRAWFORD SMART RACK STORAGE ORGANIZER - SRI I — G.G. TO ENSURE THE EXISTING ITEMS COMPLY WITH NOTES TI-115 PAGE (VERIFY IN FIELD BEFORE BIDDING). NOTES: -SEE DETAIL 2 /Al0 FOR FIXTURE AND EQUIPMENT MOUNTING HEIGHTS. TOILET ROOM CLEARANCE PLAN Scale: 1 /2" = 1' -0" 0 FLOOR AND CEILING RUNNERS -NOT SHOWN) - CHANNEL SHAPED RUNNERS, 3 5/S IN WIDE (MIN), I -1/4 IN. LEGS, FORMED FROM NO. 25 MSG (MIN) GALV STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPADED 24 IN. O.G. MAX. IA AS AN ALTERNATE TO ITEM I CEILING RUNNER * -25 MSG MIN GALV STEEL WIDTH TO ACCOMODATE STUD, WITH 3 OR 4 IN. LEGS OFFSET AT MIDPOINT 5/8 IN. TO ACCOMODATE WALL CLADDING THICKNESS. ATTACHED TO CEILING WITH FASTENERS SPACES 24 IN. O.G. THE WALL CLADDING SHALL OVERLAP WALLBOARD I - 1/4" N. MIN. FIRE TRACK CORP. O METAL 5TUD5- CHANNEL SHAPED, 3 -5/5 IN. WIDE (MIN), 1 - 1/4 IN. LEGS, 3/8 IN. FOLDED BACK RETURNS, FORMED FROM NO. 25 MSG (MIN) GALV STEEL SPACED 16 N. OG MAX. 0 BATTS AND BLANKETS*- (OPTIONAL) - MINERAL WOOD OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. SEE BATTS AND BLANKETS (812) CATEGORY FOR THE NAMES OF CLASSIFIED COMPANIES. Q WALLBOARD, GYPSUM * -/S IN. THICK, 4 FT. WIDE, ATTACHED TO METAL STUDS AND FLOOR AND CEILING TRACK WITH I IN. LONG, TYPE 2 SELF- TAPPING STEEL SCREWS SPACED 8 IN. 00 ALONG EDGES OF BOARD AND 12 IN. OG IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. WHEN ATTACHED TO ITEM 6 (FURRING CHANNELS), WALLBOARD 15 SCREW ATTACHED TO FURRING CHANNELS WITH I IN. LONG, TYPE 5 STEEL SCREWS SPACED 12 IN. OC. BOREAL GYPSUM INC. - TYPE B6-C.. CANADIAN GYPSUM CO, LTD - TYPES C, SGX, SHX, WRX. CONTINENTAL GYPSUM COMPANY - TYPE CG-C. DOMTAR GYPSUM I NG. - TYPE 5 OR G. EAGLE - GYPSUM PRODUCTS - TYPE EG-C.. GEORGIA - PACIFIC CORP., GYPSUM DIV. - TYPE GPFS -6 OR GPF5 -G. NATIONAL GYPSUM CO., CHARLOTTE, NC - TYPE FSK -G, FSW-G. NATIONAL GYPSUM CO., RIYADH, SAUDI ARABIA - TYPE FR OR WR PABCO GYPSUM CO. - TYPE PG-C. REPUBLIC GYPSUM CO., - TYPE RG -G. STANDARD GYPSUM CORP., - I Tr't SG -C. TEMPLE - INLAND FOREST PRODUCTS CORP. - TYPE TP-5. UNITED STATES GYPSUM CO. - TYPE AR, G, IP -X2, SGX, SHX, WRG, OR WRX. WESTROC INDUSTRIES LTD. - TYPE V .STROC FIREBOARD. 0 WALLBOARD, GYPSUM *(AS AN ALTERNATE TO ITEM 4) -NOM 5/4 IN. THICK, 4 FT. WIDE, INSTALLED AS DESCRIBED IN ITEM 4 WITH SCREW LENGTH INCREASED TO I -1/4 IN. UNITED STATES GYPSUM GO. - TYPE AR. 48 WALLBOARD, GYPSUM * -(AS AN ALTERNATE TO ITEMS 4 AND 4A) -5/8 IN. THICK INSTALLED AS DESCRIBED IN ITEM 4. JOINT COVERING (ITEM 5) NOT REQUIRED. UNITED STATES GYPSUM CO. - TYPE 1015X. O JOINT TAPE AND COMPOUND- VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 IN. WIDE, WMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN ALTERNATE, NOMINAL 5/32 IN. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. O FURRING CHANNEL-OPTIONAL-NOT SHOWN) - RESILIENT 25 MSG GALV STEEL FURRING CHANNELS SPACED VERTICALLY MAX 24 IN. OG, FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD WITH 1/2 IN. LONG TYPE 5-12 PAN -HEAD STEEL SCREWS. *BEARING THE UL CLASSIFICATION MARKING. ONE HOUR RATED PARTITION Scale: NTS DECK ABOVE • a • o PERPENDICULAR TO FLUTE PARALLEL TO FLUTE v O r, A101 Scale: 3" = 1'-0" TOILET ROOM ELEVATIONS Scale: 1/2" = 1' -0" ti v 61 SALES /STOCK PARTITION PLATFORM 15 DESIGNED FOR 125 PSF LOADING. _ADJACENT WALL - SEE SHEET Al FOR PARTITION TYPE 6" CONTINUOUS JOIST TRACK ALONG WALL Ix4 WOOD CLEAT. PAINT P -I ALIGN TOP WITH TOP OF MDF 5/4" MDF GLUED AND SCREWED EXISTING METAL DECK 3 5/5"x20 GA. CONT. DEFLECTION TRACK I" GAP FOR DEFLECTION 3 5/S "x20 GA. CONT. UNPUNCHED TRACK 5 / %" TYPE 'X' GYP. BD. BOTH SIDES (TYP). CONT. lb GA. STEEL PLATE TO SPAN FLUTES EXISTING METAL DECK 3 5/8 "x20 GA. GONT. DEFLECTION TRACK I" GAP FOR DEFLECTION 3 5/5"x20 GA. METAL STUDS @ O.G. (TYP) FIRE RATED CEILING, SEE REFLECTED CEILING PLAN (A4). 5/8" TYPE 'X' GYP. BD. - BOTH SIDES (TYP.) WALL FINISH, SEE PLANS, ELEVATIONS, SCHEDULE(S) 3 5/5 ", 20 GA. CONT. UNPUNCHED TRACK. L — CONC. SLAB C 1/32" SHANK DIA. RAMSET ®I6" D.C. I -3/5" PENETRATION T -2 CERAMIC TILE WAINSCOT TO 4' -0" TYP. FOR ALL WALLS IN TOILET ROOM. BULNOSE TOP. S' -O" AFF TOILET ROOM 16 GAUGE METAL STUDS AT 12" O.G. GYP. BD. - PAINT P -I v O 1 M.R. GYP. BD. CEILING AND WALLS IN RESTROOM, PAINT P -I 2x6 16 GAUGE METAL STUDS AT 12" O.G. AT EACH METAL JOIST - 5 1/2" HIGH CLIP ANGLE WITH (3) #8 HEX SCREWS PER SIDE TOILET ROOM PLATFORM Scale:1 1/2" = 1' -O" C m C C Scale: 3 " =1' -0" I' -6 ti C d S AIN q v C v v v Q C EXISTING DECK 12' -O" A.F.F. AGP -I Scale: 3 "= 1' -0 " C C 6 ", 16 GA. CONT. UNPUNCHED TRACK 6 ", 16 GA. CONT. UNPUNCHED TRACK C v UNDERSIDE OF CEILING - SEE A4 FOR ADDITIONAL INFORMATION 20 GAUGE 6° METAL STUDS @ IT O.G. 5 /S" GYP. BD. ON 50TH SIDES 7/32" SHANK DIA. RAMSET ® 16" O.G. 1 - 3/S" PENETRATION FRONT SALES AREA WING WALL Q •O I' -3" BALCO - 15FWG -2 INTERIOR WALL OR CEILING SYSTEM MILL FINISH ALUMINUM BASE. APPROXIMATELY 25% MOVEMENT. G.G. TO TAPE/ FEATHER IN FIELD. 5/5" GYP. SD. UNDERSIDE OF METAL DECK 6 "x20 GA. CONT. DEFLECTION TRACK I" GAP FOR DEFLECTION 6 "x20 GA. CONT. UNPUNCHED TRACK UNDERSIDE OF TOILET ROOM PLATFORM - SEE DETAIL 3 /AIO 1/2" WATER RESISTANT GYP. " BD. ON WET SIDES 16 GAUGE 6" METAL STUDS PLUMBING CHASE ®12" O.G. TO STRUCTURE ABOVE. 6 ", 16 GA. CONT. UNPUNCHED TRACK PLUMBING CHASE PARTITION +22' -O" A.F MAX O I 2 7/32" SHANK DIA. RAMSET ® 16" O.G. 1 -3/S" PENETRATION z x 6 1 MAX. r — J "MIN. I7" MIN. T -2 4'• TI m LAVATORY KNEE SPACE CLEARANCE AN TYPICAL WALL AND /OR CEILING SECTION AT EXPANSION JOINT SECTION @ EXPAI\ SION JOINT Scale: 6" = 1'-0" 2OGA. SLIP TRACK W/ (2) 4IO TEKS TO ISGA. PLATE @ 24" O.G. (2)410 TEK SCREWS, TYP. +17' -6" A.F.F (4)410 TEK SCREWS, TYP. 14" SCREWS @ 20" O.G. SEE WALL TYPES FOR STUD TYPE(S) SIZE(5) METAL TRIM 151046. FILLER PIECE, GSQWI. COLOR TO SE GREY. 10' -2" GYP. BD. CEILING 16 GAUGE 2 1/2" METAL STUDS AT 12" O.G. WITH 5/5° GYP. D. BOTH SIDES GLASS TYPE GL -2; SEE ELEVATION ON Acl FOR SIZE AND LOCATION 3 -1/2" METAL BASE, MT -I, TYP; FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. 1/32" SHANK DIA. RAMSET, 16" 0.C. I-5/5" PENETRATION' C Scale: 3" = 1' -0" EXIST. METAL ROOF DECK ISGA.x2" WIDEx16° LONG FLAT STRAP PLATE SECURED TO STRUCTURE W/(I) TEK EACH FLUTE 5 /8 "x2OGA. (GSJ TYPE) STUD ® 16" O.G. 3 5/8 "x20GA. (G5J TYPE) BRACE ® 45" O.G. TO T /(E) TRUSS OR PURLIN (2) -3 5/S5x206A. METAL STUDS (G5J) CONT. PARALLEL TO ROOF DECK FLUTE DIRECTION C C v +22' -0" A.F.F. MAX. FITTING ROOM PARTITION (2) - #10 TEK SCREWS, TYP. +17' -6" A.F.F (4)410 TEK SCREWS, TYP. FULL HEIGHT PARTITION WALL ATTACHMENTS - SEE ARGhI MR ALL WA MAMMON MU. LQGA 1 FULL HEIGHT WALL BRACING DETAIL Scale: 3/4" = 1' -0" CERAMIC TILE WAINSCOT TO O° VP. FOR ALL WALLS IN FILET ROOM. BULNOSE TOP. C EXIST. METAL ROOF DECK I' -b" AN v v' 20GA. SLIP TRACK W/ (2)10 TEKS TO STRUCTURE ABOVE @ 24" O.G. 3 5 /8 "x20GA. (05J TYPE) STUD @ 16" O.G. 3 5 /S "x2OGA. (CSJ TYPE) BRACE @ 45° O.G. TO T /(E) TRUSS OR PURLIN (2) -3 5/8 "x2oGA. METAL —0— STUDS (CS]) CONT. PERPENDICULAR TO ROOF DECK FLUTE DIRECTION C Scale: 3" = 1' -0" C C ONE ROOM ONLY 22" v C v d NOTE: ANY PARTITION THAT EXCEEDS I -7" IN HEIGHT WITH 3 GA. STEEL STUDS SHALL REGUIRE BRACING, SEE DETAIL GI/A10. UNDERSIDE OF CEILING - SEE A4 FOR ADDITIONAL INFORMATION 2 I/2 °x20 GA. METAL STUDS ® 16° O.G. (TYP.) 5/S" GYP. BD. 2 I /2 ", 20 GA. GONT. UNPUNCHED TRACK 1/32" SHANK DIA. RAMSET ® 16" O.G. I -3/S" PENETRATION v v C C v • SALES FLOOR BOX -OUT PARTITION GENERAL TOILET ROOM NOTES: • G.G. SHALL FURNISH $ INSTALL NEW ACCESSORIES IF EXISTING ACCESSORIES TO BE REUSED ARE NOT IN ACCORDANCE WITH CURRENT ADA REGULATIONS AND /OR DO NOT Mtt I' REQUIREMENTS OF DRAWINGS. G.G. SHALL FURNISH $ INSTALL GRAB BARS SO THAT THEY DO NOT ROTATE AND THERE ARE TO BE NO SHARP, OR ABRASIVE ELEMENTS ON OR ADJACENT TO THEM. EDGES ARE TO HAVE A MINIMUM I /S" RADIUS. G.G. SHALL ENSURE THAT GRAB BAR BACKING AND ATTACHMENT SHALL BE CONSTRUCTED FOR A 250 POUND POINT LOAD. G.G. SHALL INSULATE OR COVER ALL HOT WATER AND DRAIN PIPES UNDER LAVATORY. NO SHARP OR ABRASIVE SURFACES ALLOWED UNDER LAVATORY. G.G. SHALL ENSURE THAT FAUCET CONTROLS AND OPERATING MECHANISMS ARE 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. G.G. SHALL FURNISH 4 INSTALL SOLID BLOCKING IN WALL FOR ALL TOILET ACCESSORIES. PLAN SECTION Scale: 3 " =1' -0" I' -0" VERTICAL SECTION REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 u Z0DB City Of Tukwila BUILDIN DIVISION 1/2" WATER RESISTANT GYP. BD. ON WET SIDES LINE OF EXTG. DEMISING WALL -SEE SHEET Al 5/4" FURRING CHANNELS ® IT O.G. 1/2" WATER RESISTANT GYP. BD. ON WET SIDES LINE OF EXTG. DEMISING WALL -SEE SHEET Al 3/4" FURRING CHANNELS @ 12° O.G. TOILET ROOM FURR -OUT DATE: 11/23/01 JOB NO: 01153 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 03 C O C L O 0 U U •1 O • 0 L i-1 0397 — J J Q CD M N ct w U < 0_ f— tn O to i nr:D n,n�n; sTATE CF Al REVISIONS DM 411,,S • 6 5 0 (0 N CO N FRED TECT pp�--�� JAN 0 4 2008 PL. -. rI ! f..r6.A EF,, SHEET NUMBER J E t) 3' -O" max. C� ■ � in I NOTES: -SEE DETAIL 2 /Al0 FOR FIXTURE AND EQUIPMENT MOUNTING HEIGHTS. TOILET ROOM CLEARANCE PLAN Scale: 1 /2" = 1' -0" 0 FLOOR AND CEILING RUNNERS -NOT SHOWN) - CHANNEL SHAPED RUNNERS, 3 5/S IN WIDE (MIN), I -1/4 IN. LEGS, FORMED FROM NO. 25 MSG (MIN) GALV STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPADED 24 IN. O.G. MAX. IA AS AN ALTERNATE TO ITEM I CEILING RUNNER * -25 MSG MIN GALV STEEL WIDTH TO ACCOMODATE STUD, WITH 3 OR 4 IN. LEGS OFFSET AT MIDPOINT 5/8 IN. TO ACCOMODATE WALL CLADDING THICKNESS. ATTACHED TO CEILING WITH FASTENERS SPACES 24 IN. O.G. THE WALL CLADDING SHALL OVERLAP WALLBOARD I - 1/4" N. MIN. FIRE TRACK CORP. O METAL 5TUD5- CHANNEL SHAPED, 3 -5/5 IN. WIDE (MIN), 1 - 1/4 IN. LEGS, 3/8 IN. FOLDED BACK RETURNS, FORMED FROM NO. 25 MSG (MIN) GALV STEEL SPACED 16 N. OG MAX. 0 BATTS AND BLANKETS*- (OPTIONAL) - MINERAL WOOD OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. SEE BATTS AND BLANKETS (812) CATEGORY FOR THE NAMES OF CLASSIFIED COMPANIES. Q WALLBOARD, GYPSUM * -/S IN. THICK, 4 FT. WIDE, ATTACHED TO METAL STUDS AND FLOOR AND CEILING TRACK WITH I IN. LONG, TYPE 2 SELF- TAPPING STEEL SCREWS SPACED 8 IN. 00 ALONG EDGES OF BOARD AND 12 IN. OG IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. WHEN ATTACHED TO ITEM 6 (FURRING CHANNELS), WALLBOARD 15 SCREW ATTACHED TO FURRING CHANNELS WITH I IN. LONG, TYPE 5 STEEL SCREWS SPACED 12 IN. OC. BOREAL GYPSUM INC. - TYPE B6-C.. CANADIAN GYPSUM CO, LTD - TYPES C, SGX, SHX, WRX. CONTINENTAL GYPSUM COMPANY - TYPE CG-C. DOMTAR GYPSUM I NG. - TYPE 5 OR G. EAGLE - GYPSUM PRODUCTS - TYPE EG-C.. GEORGIA - PACIFIC CORP., GYPSUM DIV. - TYPE GPFS -6 OR GPF5 -G. NATIONAL GYPSUM CO., CHARLOTTE, NC - TYPE FSK -G, FSW-G. NATIONAL GYPSUM CO., RIYADH, SAUDI ARABIA - TYPE FR OR WR PABCO GYPSUM CO. - TYPE PG-C. REPUBLIC GYPSUM CO., - TYPE RG -G. STANDARD GYPSUM CORP., - I Tr't SG -C. TEMPLE - INLAND FOREST PRODUCTS CORP. - TYPE TP-5. UNITED STATES GYPSUM CO. - TYPE AR, G, IP -X2, SGX, SHX, WRG, OR WRX. WESTROC INDUSTRIES LTD. - TYPE V .STROC FIREBOARD. 0 WALLBOARD, GYPSUM *(AS AN ALTERNATE TO ITEM 4) -NOM 5/4 IN. THICK, 4 FT. WIDE, INSTALLED AS DESCRIBED IN ITEM 4 WITH SCREW LENGTH INCREASED TO I -1/4 IN. UNITED STATES GYPSUM GO. - TYPE AR. 48 WALLBOARD, GYPSUM * -(AS AN ALTERNATE TO ITEMS 4 AND 4A) -5/8 IN. THICK INSTALLED AS DESCRIBED IN ITEM 4. JOINT COVERING (ITEM 5) NOT REQUIRED. UNITED STATES GYPSUM CO. - TYPE 1015X. O JOINT TAPE AND COMPOUND- VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 IN. WIDE, WMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN ALTERNATE, NOMINAL 5/32 IN. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. O FURRING CHANNEL-OPTIONAL-NOT SHOWN) - RESILIENT 25 MSG GALV STEEL FURRING CHANNELS SPACED VERTICALLY MAX 24 IN. OG, FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD WITH 1/2 IN. LONG TYPE 5-12 PAN -HEAD STEEL SCREWS. *BEARING THE UL CLASSIFICATION MARKING. ONE HOUR RATED PARTITION Scale: NTS DECK ABOVE • a • o PERPENDICULAR TO FLUTE PARALLEL TO FLUTE v O r, A101 Scale: 3" = 1'-0" TOILET ROOM ELEVATIONS Scale: 1/2" = 1' -0" ti v 61 SALES /STOCK PARTITION PLATFORM 15 DESIGNED FOR 125 PSF LOADING. _ADJACENT WALL - SEE SHEET Al FOR PARTITION TYPE 6" CONTINUOUS JOIST TRACK ALONG WALL Ix4 WOOD CLEAT. PAINT P -I ALIGN TOP WITH TOP OF MDF 5/4" MDF GLUED AND SCREWED EXISTING METAL DECK 3 5/5"x20 GA. CONT. DEFLECTION TRACK I" GAP FOR DEFLECTION 3 5/S "x20 GA. CONT. UNPUNCHED TRACK 5 / %" TYPE 'X' GYP. BD. BOTH SIDES (TYP). CONT. lb GA. STEEL PLATE TO SPAN FLUTES EXISTING METAL DECK 3 5/8 "x20 GA. GONT. DEFLECTION TRACK I" GAP FOR DEFLECTION 3 5/5"x20 GA. METAL STUDS @ O.G. (TYP) FIRE RATED CEILING, SEE REFLECTED CEILING PLAN (A4). 5/8" TYPE 'X' GYP. BD. - BOTH SIDES (TYP.) WALL FINISH, SEE PLANS, ELEVATIONS, SCHEDULE(S) 3 5/5 ", 20 GA. CONT. UNPUNCHED TRACK. L — CONC. SLAB C 1/32" SHANK DIA. RAMSET ®I6" D.C. I -3/5" PENETRATION T -2 CERAMIC TILE WAINSCOT TO 4' -0" TYP. FOR ALL WALLS IN TOILET ROOM. BULNOSE TOP. S' -O" AFF TOILET ROOM 16 GAUGE METAL STUDS AT 12" O.G. GYP. BD. - PAINT P -I v O 1 M.R. GYP. BD. CEILING AND WALLS IN RESTROOM, PAINT P -I 2x6 16 GAUGE METAL STUDS AT 12" O.G. AT EACH METAL JOIST - 5 1/2" HIGH CLIP ANGLE WITH (3) #8 HEX SCREWS PER SIDE TOILET ROOM PLATFORM Scale:1 1/2" = 1' -O" C m C C Scale: 3 " =1' -0" I' -6 ti C d S AIN q v C v v v Q C EXISTING DECK 12' -O" A.F.F. AGP -I Scale: 3 "= 1' -0 " C C 6 ", 16 GA. CONT. UNPUNCHED TRACK 6 ", 16 GA. CONT. UNPUNCHED TRACK C v UNDERSIDE OF CEILING - SEE A4 FOR ADDITIONAL INFORMATION 20 GAUGE 6° METAL STUDS @ IT O.G. 5 /S" GYP. BD. ON 50TH SIDES 7/32" SHANK DIA. RAMSET ® 16" O.G. 1 - 3/S" PENETRATION FRONT SALES AREA WING WALL Q •O I' -3" BALCO - 15FWG -2 INTERIOR WALL OR CEILING SYSTEM MILL FINISH ALUMINUM BASE. APPROXIMATELY 25% MOVEMENT. G.G. TO TAPE/ FEATHER IN FIELD. 5/5" GYP. SD. UNDERSIDE OF METAL DECK 6 "x20 GA. CONT. DEFLECTION TRACK I" GAP FOR DEFLECTION 6 "x20 GA. CONT. UNPUNCHED TRACK UNDERSIDE OF TOILET ROOM PLATFORM - SEE DETAIL 3 /AIO 1/2" WATER RESISTANT GYP. " BD. ON WET SIDES 16 GAUGE 6" METAL STUDS PLUMBING CHASE ®12" O.G. TO STRUCTURE ABOVE. 6 ", 16 GA. CONT. UNPUNCHED TRACK PLUMBING CHASE PARTITION +22' -O" A.F MAX O I 2 7/32" SHANK DIA. RAMSET ® 16" O.G. 1 -3/S" PENETRATION z x 6 1 MAX. r — J "MIN. I7" MIN. T -2 4'• TI m LAVATORY KNEE SPACE CLEARANCE AN TYPICAL WALL AND /OR CEILING SECTION AT EXPANSION JOINT SECTION @ EXPAI\ SION JOINT Scale: 6" = 1'-0" 2OGA. SLIP TRACK W/ (2) 4IO TEKS TO ISGA. PLATE @ 24" O.G. (2)410 TEK SCREWS, TYP. +17' -6" A.F.F (4)410 TEK SCREWS, TYP. 14" SCREWS @ 20" O.G. SEE WALL TYPES FOR STUD TYPE(S) SIZE(5) METAL TRIM 151046. FILLER PIECE, GSQWI. COLOR TO SE GREY. 10' -2" GYP. BD. CEILING 16 GAUGE 2 1/2" METAL STUDS AT 12" O.G. WITH 5/5° GYP. D. BOTH SIDES GLASS TYPE GL -2; SEE ELEVATION ON Acl FOR SIZE AND LOCATION 3 -1/2" METAL BASE, MT -I, TYP; FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. 1/32" SHANK DIA. RAMSET, 16" 0.C. I-5/5" PENETRATION' C Scale: 3" = 1' -0" EXIST. METAL ROOF DECK ISGA.x2" WIDEx16° LONG FLAT STRAP PLATE SECURED TO STRUCTURE W/(I) TEK EACH FLUTE 5 /8 "x2OGA. (GSJ TYPE) STUD ® 16" O.G. 3 5/8 "x20GA. (G5J TYPE) BRACE ® 45" O.G. TO T /(E) TRUSS OR PURLIN (2) -3 5/S5x206A. METAL STUDS (G5J) CONT. PARALLEL TO ROOF DECK FLUTE DIRECTION C C v +22' -0" A.F.F. MAX. FITTING ROOM PARTITION (2) - #10 TEK SCREWS, TYP. +17' -6" A.F.F (4)410 TEK SCREWS, TYP. FULL HEIGHT PARTITION WALL ATTACHMENTS - SEE ARGhI MR ALL WA MAMMON MU. LQGA 1 FULL HEIGHT WALL BRACING DETAIL Scale: 3/4" = 1' -0" CERAMIC TILE WAINSCOT TO O° VP. FOR ALL WALLS IN FILET ROOM. BULNOSE TOP. C EXIST. METAL ROOF DECK I' -b" AN v v' 20GA. SLIP TRACK W/ (2)10 TEKS TO STRUCTURE ABOVE @ 24" O.G. 3 5 /8 "x20GA. (05J TYPE) STUD @ 16" O.G. 3 5 /S "x2OGA. (CSJ TYPE) BRACE @ 45° O.G. TO T /(E) TRUSS OR PURLIN (2) -3 5/8 "x2oGA. METAL —0— STUDS (CS]) CONT. PERPENDICULAR TO ROOF DECK FLUTE DIRECTION C Scale: 3" = 1' -0" C C ONE ROOM ONLY 22" v C v d NOTE: ANY PARTITION THAT EXCEEDS I -7" IN HEIGHT WITH 3 GA. STEEL STUDS SHALL REGUIRE BRACING, SEE DETAIL GI/A10. UNDERSIDE OF CEILING - SEE A4 FOR ADDITIONAL INFORMATION 2 I/2 °x20 GA. METAL STUDS ® 16° O.G. (TYP.) 5/S" GYP. BD. 2 I /2 ", 20 GA. GONT. UNPUNCHED TRACK 1/32" SHANK DIA. RAMSET ® 16" O.G. I -3/S" PENETRATION v v C C v • SALES FLOOR BOX -OUT PARTITION GENERAL TOILET ROOM NOTES: • G.G. SHALL FURNISH $ INSTALL NEW ACCESSORIES IF EXISTING ACCESSORIES TO BE REUSED ARE NOT IN ACCORDANCE WITH CURRENT ADA REGULATIONS AND /OR DO NOT Mtt I' REQUIREMENTS OF DRAWINGS. G.G. SHALL FURNISH $ INSTALL GRAB BARS SO THAT THEY DO NOT ROTATE AND THERE ARE TO BE NO SHARP, OR ABRASIVE ELEMENTS ON OR ADJACENT TO THEM. EDGES ARE TO HAVE A MINIMUM I /S" RADIUS. G.G. SHALL ENSURE THAT GRAB BAR BACKING AND ATTACHMENT SHALL BE CONSTRUCTED FOR A 250 POUND POINT LOAD. G.G. SHALL INSULATE OR COVER ALL HOT WATER AND DRAIN PIPES UNDER LAVATORY. NO SHARP OR ABRASIVE SURFACES ALLOWED UNDER LAVATORY. G.G. SHALL ENSURE THAT FAUCET CONTROLS AND OPERATING MECHANISMS ARE 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. G.G. SHALL FURNISH 4 INSTALL SOLID BLOCKING IN WALL FOR ALL TOILET ACCESSORIES. PLAN SECTION Scale: 3 " =1' -0" I' -0" VERTICAL SECTION REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 u Z0DB City Of Tukwila BUILDIN DIVISION 1/2" WATER RESISTANT GYP. BD. ON WET SIDES LINE OF EXTG. DEMISING WALL -SEE SHEET Al 5/4" FURRING CHANNELS ® IT O.G. 1/2" WATER RESISTANT GYP. BD. ON WET SIDES LINE OF EXTG. DEMISING WALL -SEE SHEET Al 3/4" FURRING CHANNELS @ 12° O.G. TOILET ROOM FURR -OUT DATE: 11/23/01 JOB NO: 01153 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 03 C O C L O 0 U U •1 O • 0 L i-1 0397 — J J Q CD M N ct w U < 0_ f— tn O to i nr:D n,n�n; sTATE CF Al REVISIONS DM 411,,S • 6 5 0 (0 N CO N FRED TECT pp�--�� JAN 0 4 2008 PL. -. rI ! f..r6.A EF,, SHEET NUMBER r � 4 6 2 \ s ., 4 g otwei C ` iu EXISTING JOIST, FIELD VERIFY DIRECTION L 3 "x3 °X3/16 SPAN BETWEEN (2) JOISTS (MIN) TYP. (2) 1/2" 0 A501 THRU BOLTS /N/SLOTTED ANGLE TO ALLOW FOR I" VERTICAL DEFLECTION SIGN MOUNTING PLATE ASSEMBLIES FURNISHED BY SIGN VENDOR. GC TO DRILL COLUMN 4 INSTALL. SEE DETAIL 2/561 SIGN SUPPORT COLUMN: 8" x 8" METAL STUD BOX COLUMN BY GC, SEE 4 /S6I. (24' -0" MAX. HEIGHT) TENANT 5I DE COLUMN MOUNTING PLATE BY GC. SEE 3 /S6I. ANCHOR TO FLOOR SLAB EXISTING FLOOR SLAB SG1 SIGN SUPPORT COLUMN Scale: 3/4" = 1' -0" / / Scale: 3 " =1' -0" SIGN ASSEMBLY FURNISHED 4 INSTAL 1. FD BY SIGN VENDOR. SEE DETAILS 5, 6, $ 7/561 8" x S" BOX COLUMN; O l SEE 4/561 MALL SIDE BOX COLUMN BASE: 8 -1/2" x 12" x 1/2" STEEL PLATE BY G.G. (2) 3/8" 0 HILTI KWIK BOLT 3 EXPANSION ANCHOR W/ 2 1/2" MIN. EMBEDMENT N I/8" BOX COLUMN FLOOR PLATE S° x 8" BOX COLUMN SIGN SUPPORT, SEE 4/561 BACK PLATE SUPPLIED with TAPPED HOLES FOR RETAINER PLATE BOLTS 4" APART STEEL RETAINER PLATE W/ 3/5" BOLTS TO HOLD CARRIAGE BOLT HEADS IN PLACE BACK MOUNTING PLATE: 4 x 8 x 1/4" STEEL PLATE GC TO DRILL HOLES IN BOX COLUMN AND MOUNT SIGN PLATES FRONT MOUNTING PLATE: 4 x S x 1/4" STEEL PLATE I/2" x II" CARRIAGE BOLTS W/ WASHER $ HEX NUT (TYP). GC TO LEAVE CARRIAGE BOLTS EXPOSED AT THE FRONT FOR SIGN INSTALLATION #10 -I6 TEK SCREW (TYP) SEE BOX COLUMN DETAIL 4/561 BOTTOM PLATES IDENTICAL TO THE TOP BUT 12" LOWER SIGN MOUNTING PLATE ASSEMBLY (FRONT $ BACK PLATES WITH GARRIAGE BOLT RETAINER AND BOLTS) FURNISHED BY SIGN VENDOR $ INSTALLED BY GC. 4.4-k 16163 I 1 ATTACHMENT PLATE AXON S�G� Scale: 3"=1'-0" Scale: 3 " =1' -0" O 5/S° SIGN RETURN TO ALLOW FOR SURROUNDING FINISHES BOX COLUMN DETAIL PLAN ATTACHMENT PLATE �� BELOW, SEE 3 /S6I SIGN ATTACHEMENT PLATES ABOVE, SEE 2/561 #IO -I6 TEK SCREWS 12" O.G. (TYP.) ENTRY PORTAL OUTLINE, SEE A6 (5) 5" x IS GAUGE METAL STUDS 8" x 18 GAUGE METAL TRACK (TYP) SIGN ATTACHEMENT PLATES ABOVE, SEE 2/561 OUTLINE OF SIGN ABOVE, SEE SIGN PLAN 6 /5GI SOLID WHITE ALUMINUM SIGNAGE FIELD 2 "x2" ALUMINUM FRAME SURROUND W/ ROLLED EDGE FINISHED TO MATCH MT -I ALUMINUM BOTTOM PANEL FINISHED TO MATCH MT -I ELECTRICAL SIGN WHIP TO BE SUPPLIED THROUGH LEFT SIGN BRACKET (AS SEEN FROM MALL) FRONT OF COLUMN t.n d CURVING > LEASE LINE w II "W x 14 "H HINGED rx ACCESS DOORS, TIT. EACH SIDE C. SIGN ASSEMBLY TO BE INSTALLED BY S.G. 2 "x2" ALUMINUM SURROUND WITH ROLLED EDGES, SEE SECTION GENERAL NOTES: A. COMPLETE SIGN ASSEMBLY, MOUNTING PLATES, HARDWARE $ TEMPLATE FURNISHED BY S.G. AE 4sit c)✓ of COLUMN 5° METAL STUD BOX COLUMN FURNISHED AND INSTALLED BY G.G. SEE 4/SG! SIGN ATTACHMENT PLATES, FURNISHED BY SIGN VENDOR ff INSTALLED BY G.G. SEE 2/561 CARRIAGE BOLT RETAINER, SEE 2/561 1/2" x II° CARRIAGE BOLTS SUPPLIED BY S.C. AND INSTALLED BY G.G. CARRIAGE BOLT RETAINER, SEE 2/561 SIGN ATTACHMENT PLATES, FURNISHED BY SIGN VENDOR ff INSTALLED BY G.G. SEE 2/561 ALUMINUM BACK OF SIGN SHOP FINISHED TO MATCH MT -I B. METAL STUD BOX COLUMN FURNISHED AND CONSTRUCTED BY G.G. METAL PLATES TO BE FURNISHED AND DRILLED BY S.G. METAL PLATES $ HARDWARE TO BE INSTALLED BY G.G. USING SUPPLIED TEMPLATE. D. G.G.'S ELECTRICAL CONTRACTOR TO FURNISH WHIP TO SIGN THROUGH THE LEFT STOREFRONT COLUMN (LOOKING AT STORE FRONT). WHIP TO BE EXTENDED 12" BEYOND THE EDGE OF THE STOREFRONT COLUMN, AT THE POINT WHERE THE SIGN CONNECTS TO THE BOXED COLUMN, AND EXTENDED UP THE OUTSIDE OF THE COLUMN TO A JUNCTION BOX MOUNTED IN CEILING ABOVE PRIOR TO SIGN INSTALLATION. WHITE METAL BEHIND LETTERS SIGN ELEVATION Scale: 3/4" = 1' -0" INDIVIDUAL LETTERS 16" HIGH INTERNALLY ILLUMINATED CHANNEL LETTERS. RED ACRYLIC OPOSIA.LE FACES, SIDES. COLOR P -3 12' -4 *" 10' -10" CENTER TO CENTER IO' -O" CLEAR LINE OF BULKHEAD @ OPENING 12 -4– SIGN DETAIL PLAN Scale: 1 /2" = 1' -0" SIGN SECTION Scale: 1 -1 /2" = 1' -0" II" � J J —� - U . - - RECESSED DOWI` LIGHTS BELOW CURVED SIGN TRIM SURROUND. OUTSIDE RADIUS 15 Iq' -3 3/4" - of COLUMN 1/4" INTERIOR STFFI PLATE SUPPORT INTERNAL ILLUMINATION BY LEDs ALUMINUM SIGNAGE FIELD, SHOP PREFINISHED WHITE ALUMINUM BOTTOM PANEL, SHOP FINISHED TO MATCH MT -I V)05 DC0 RECESSED DOWN LIGHTS MOUNTED IN THE BOTTOM OF THE SIGN ASSEMBLY, SEE SECTION ENTRY PORTAL, SEE A6 (PLYWOOD COLUMN, WRAPPED IN BRAKE METAL) TOP PAINTED TO MATCH MT -I BY S.C. 2 "x2" ALUMINUM FRAME SURROUND W/ ROLLED EDGE FINISHED TO MATCH MT -I ALUMINUM SIGNAGE FIELD, SHOP PREFINISHED WHITE INTERNALLY ILLUMINATED 16" HIGH CHANNEL LETTERS WITH TRANSLUCENT RED ACRYLIC FACES AND CLOSED METAL BACKS. SIDES TO BE PM5 187, RED ELECTRICAL SIGN WHIP TO BE SUPPLIED ON LEFT SIDE OF SIGN BRACKET (A5 SEEN FROM THE MALL COMMON AREA) 2 "x2" ALUMINUM FRAME SURROUND W/ ROLLED EDGE FINISHED TO MATCH MT -I RECESSED DOWN LIGHTS MOUNTED IN THE BOTTOM OF THE SIGN ASSEMBLY. TRIM RING TO MATCH MT -I. FURNISHED AND INSTALLED BY S.G. 8" METAL STUD BOX COLUMN EACH SIDE. FURNISHED AND INSTALLED BY G.C. SEE 4/561 STOREFRONT BELOW, SEE A6 SIGN ATTACHMENT PLATES $ BOLTS FURNISHED BY 5.G. 4 INSTALLED BY GC. SEE 2/561 m N VIED FOR CODE C OMP!-IANC APPROVED JAN 2M a City of Tukwila IN DI `` # ` DATE: 11/23/07 JOB NO: 01153 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 co W ,10 W I J J r• Q o N LJJ W U U v 0 REVISIONS REVISION JAN 0 4 2008 PE sF N SHEET NUMBER J J Q Co 00 CO 12/27/07 I z 7 AC AFF AMP AP BDD BTU CFH CFM CHW CHWR CHWS CLG Co CR CW DB DEMO DIA DIFF DWG DX EAT ELEC ELEV EMS ESP EWB EWT EXH EXIST F FSD FCO FD FD FDC FFE FLR FPM Fr GA GAL GC GPH HP HVAC HW HZ ID INV KW LAT ABBREVIATIONS AIR CONDITION ( --ING, -ED) ABOVE FINISHED FLOOR AMPERE (AMP, AMPS) ACCESS PANEL BACKDRAFT DAMPER BRITISH THERMAL UNIT CIRCUIT BALANCING VALVE CUBIC FEET PER HOUR CUBIC FEET PER MINUTE CIRCULATING HOT WATER CHILLED WATER RETURN CHILLED WATER SUPPLY CEILING CLEANOUT CONDENSATE RETURN COLD WATER DECIBEL DEMOLITION DIAMETER DIFFUSER DRAWING DIRECT EXPANSION ENTERING AIR TEMPERATURE ELECTRICAL ELEVATION ENERGY MANAGEMENT SYSTEM EXTERNAL STATIC PRESSURE ENTERING WET BULB ENTERING WATER TEMPERATURE EXHAUST EXISTING FAHRENHEIT COMBINATION FIRE /SMOKE DAMPER FLOOR CLEANOUT FIRE DAMPER FLOOR DRAIN FIRE DEPARTMENT CONNECTION FINISHED FLOOR ELEVATION FLOOR FEET PER MINUTE FOOT OR FEET GAGE OR GAUGE GALLONS GENERAL CONTRACTOR GALLONS PER HOUR HORSEPOWER HEIGHT HEATING, VENTILATING, AIR CONDITIONING HOT WATER HERTZ INSIDE DIAMETER INVERT KILOWATT LEAVING AIR TEMPERATURE LBS LWB LWT MA MAX MBH MIN MISC NA NC NIC NTS OA OBD ORD PH PVC RA RD REC REL RH RM RPM SA SAN SD SF SP SPEC ST STD TD TSP TYP V VFD VS VTR W/ W/0 WC WCO WT POUNDS LEAVING WET BULB LEAVING WATER TEMPERATURE MIXED AIR MAXIMUM THOUSAND BTU'S /HR MINIMUM MISCELLANEOUS NOT APPLICABLE NOISE CRITERIA NOT IN CONTRACT NOT TO SCALE OUTSIDE AIR OPPOSED BLADE DAMPER OVERFLOW ROOF DRAIN PHASE (ELECTRICAL) POLYVINYL CHLORIDE RETURN AIR ROOF DRAIN RECESSED RELIEF RELATIVE HUMIDITY ROOM REVOLUTIONS PER MINUTE SUPPLY AIR SANITARY SMOKE DAMPER SQUARE FEET STATIC PRESSURE SPECIFICATION STORM STANDARD TEMPERATURE DIFFERENCE TOTAL STATIC PRESSURE TYPICAL VOLTS VARIABLE FREQUENCY DRIVE VARIABLE SPEED DRIVE VOLUME VENT THROUGH ROOF WATTS WITH WITHOUT WATER CLOSET WALL CLEANOUT WEIGHT EQUIPMENT TAGS ACCU AH U AHUP BP CDWP CEF CHWP CP CPR CRP CUH DHC ECH EF EHC ES EUH EWC EWH FCU FP B AIR COOLED CONDENSING UNIT AIR HANDLING UNIT AIR HANDLING UNIT PUMP BOOSTER PUMP CONDENSER WATER PUMP CEILING EXHAUST FAN CHILLED WATER PUMP CIRCULATING PUMP CONDENSATE PUMP AND RECEIVER CONDENSATE RETURN PUMP CABINET UNIT HEATER DUCT HEATING COIL ELECTRIC CABINET HEATER EXHAUST FAN ELECTRIC HEATING COIL ELECTRONIC SENSOR ELECTRIC UNIT HEATER ELECTRIC WATER COOLER ELECTRIC WATER HEATER FAN COIL UNIT FAN POWERED VARIABLE AIR VOLUME BOX GWH HU HWP IH MAU PCWP PHWP PRV REF RE RH SCWP SEP SHWP SP TF USF VAV VUH WS GAS WATER HEATER HUMIDIFIER HORIZONTAL UNIT HEATER HEATING WATER PUMP INTAKE HOOD MAKE -UP AIR UNIT PRIMARY CHILLED WATER PUMP PRIMARY HEATING WATER PUMP POWER ROOF VENTILATOR RELIEF EXHAUST FAN RETURN FAN RELIEF HOOD ROOFTOP UNIT SECONDARY CHILLED WATER PUMP SEWAGE EJECTOR PUMP SECONDARY HEATING WATER PUMP SUMP PUMP TRANSFER FAN UTILITY SET FAN VARIABLE AIR VOLUME BOX VERTICAL UNIT HEATER WATER SOFTENER HVAC SYMBOL LEGEND DUCTWORK SUPPLY DUCT UP SUPPLY DUCT DOWN SUPPLY DUCT UP THROUGH ROOF RETURN /EXHAUST /RELIEF DUCT UP RETURN /EXHAUST /RELIEF DUCT DOWN RETURN /EXHAUST /RELIEF DUCT UP THROUGH ROOF MANUAL VOLUME DAMPER MOTORIZED DAMPER FIRE DAMPER W /ACCESS PANEL FIRE /SMOKE DAMPER W /ACCESS PANEL SMOKE DAMPER W /ACCESS PANEL DUCT RISE (OR DROP) EXISTING DUCTWORK TO REMAIN EXISTING DUCTWORK TO REMAIN EXISTING DUCTWORK TO BE REMOVED EXISTING DUCTWORK TO BE REMOVED SUPPLY AIR TERMINAL RETURN /EXHAUST /TRANSFER AIR TERMINAL VAV BOX HORIZONTAL UNIT HEATER VERTICAL UNIT HEATER ACCESS PANEL THERMOSTAT TEMPERATURE SENSOR SMOKE DETECTOR LONG RADIUS ELBOW SHORT RADIUS ELBOW WITH VANES FD fl 12/12 1 2/1 2 1 2/1 2 1 2 2 1 2/1 2 1 2/1 2 1 2/1 2 FSD 12/12 1 i= 5D 12/12 4- UP I (OR DN) L 0 0 0 X fi t iE: 12 1-2F 12/12 L Ar Oliff14 PLUMBING SYMBOL LEGEND D4 GATE VALVE 1�! CHECK VALVE iii DRAIN VALVE • 2 -WAY VALVE SOLENOID VALVE DOn I " 1 TRAP PRIMING VALVE 4'' PRESSURE RELIEF VALVE BUTTERFLY VALVE I>4 GLOBE VALVE CIRCUIT BALANCING VALVE 11 FLOOR DRAIN FLOOR SINK W /HALF GRATE FLOOR SINK W /FULL GRATE BALL VALVE MOTORIZED VALVE EMERGENCY GAS SHUT -OFF VALVE THERMOSTATIC /PRESSURE BALANCE MIXING VALVE KN PLUG VALVE x ANCHOR II PIPE FLANGE PIPE GUIDE T -4 Ej EXPANSION TANK L] WATER METER E:=3 FLOW METER F OFF' AIR CHAMBER WATER HAMMER ARRESTER WALL HYDRANT/ HOSE BIBB THERMOMETER PRESSURE GAGE STRAINER PUMP PLUMBING FIXTURE TAG FLOOR RECEPTOR TAG FLOW SWITCH 3 -WAY VALVE BACKFLOW PREVENTER A REDUCER FLOW ARROW STEAM TRAP (F &T) - 1-1" THERMOSTAT WELL = EXPANSION JOINT FLEXIBLE CONNECTOR T TEST PLUG STEAM TRAP (THERMOSTATIC) 4 VACUUM RELIEF VALVE 4 AQUASTAT PRESSURE REGULATOR PIPE DOWN o PIPE UP TEE DOWN c) UNION fl PIPE CAP S PIPE BREAK MISC. SYMBOL LEGEND XXX 1 EQUIPMENT TAG S CONNECTION TO EXISTING />\ \ REVISION TRIANGLE O X KEY NOTE • SPRINKLER HEAD (SEMI - RECESSED) O SPRINKLER HEAD (UPRIGHT) O SPRINKLER HEAD (FULLY RECESSED) HVAC PIPING LINETYPE LEGEND CHWR CHWR CHWS CHWS CD CD HWR HWR HWRR HWRR HWS HWS RL RL RS RS CHILLED WATER RETURN CHILLED WATER RETURN (EXISTING) CHILLED WATER SUPPLY CHILLED WATER SUPPLY (EXISTING) CONDENSATE DRAIN CONDENSATE DRAIN (EXISTING) HOT WATER RETURN HOT WATER RETURN (EXISTING) HOT WATER REVERSE RETURN HOT WATER REVERSE RETURN (EXISTING) HOT WATER SUPPLY HOT WATER SUPPLY (EXISTING) REFRIGERANT LIQUID REFRIGERANT LIQUID (EXISTING) REFRIGERANT SUCTION REFRIGERANT SUCTION (EXISTING) PLUMBING LINETYPE LEGEND - -- .--- _- _------------ -- - - -- DOMESTIC COLD WATER DOMESTIC COLD WATER (BELOW FLOOR /GRADE) - ---------------------- - - - - -- DOMESTIC COLD WATER (EXISTING) - --------------------------- - - - - -- DOMESTIC HOT WATER - --------------------------- - - - - -- DOMESTIC HOT WATER (EXISTING) G GAS G GAS (ON ROOF) G GAS (EXISTING) G GAS (EXISTING ON ROOF) SANITARY SEWER (ABOVE FLOOR /GRADE) SANITARY SEWER (BELOW FLOOR /GRADE) SANITARY SEWER (EXISTING) VENT VENT (UNDERFLOOR /GRADE) VENT (EXISTING) SHEET INDEX MO M1 M2 M3 MECHANICAL TITLE SHEET HVAC PLAN PLUMBING PLAN MECHANICAL SPECIFICATIONS T7o FULL SIZE RIGID INLET DUCT . CONNECT TO EXIST. DUCTWORK VAV INLET CONE AND SENSOR V.A.V. BOX NO SCALE 18" MIN. OR 2 TIMES INLET CONE DIAMETER WHICHEVER IS GREATER VAV BOX NEW DISCHARGE DUCT. AIri DISCHARGE TRANSITION AS REQUIRED TO MATCH VAV OUTLET TO NEW OR EXISTING DISCHARGE DUCT. (MAX 22 -1/2 DEG.ANGLE) MANUAL VOLUME DAMPER SPIN -ON BELLNOSE FITTING FIRE DAMPER WITH SPRING CLOSURE CEILING MAIN DUCT BRANCH MINIMUM 8" CLEARANCE FOR LIGHTS 7 BRANCH DUCT W/ EXTERNAL INSULATION INSULATED FLEXIBLE DUCT MAX 3' -0" LONG FUSIBLE LINK SUPPLY DIFFUSER THERMAL BLANKET NOTE: PROVIDE NYLON BANDS FOR CONNECTING FLEXIBLE AIR DUCT TO DIFFUSER AND BRANCH DUCT. SPLICES IN FLEXIBLE AIR DUCT SHALL NOT BE ACCEPTED. TYPICAL FIRE RATED SUPPLY DIFFUSER NO SCALE SLEEVE 16 GAUGE FOR ALL DUCTS UNDER 24" HEIGHT AND 36" WIDTH, ALL LARGER DUCTS USE 14 GAUGE. 1/8" MAXIMUM VOID BETWEEN SLEEVE AND STRUCTURE PROVIDE SHEET METAL EXTENSION OF EQUAL OR GREATER GAUGE AS DUCT FIRE DAMPER CENTERED IN SLEEVE FLAT DRIVE (TYPICAL SIDES) S -SLIP (TYPICAL TOP AND BOTTOM) J iai SLEEVE MUST EXTEND 6" MINIMUM PAST BOTH SIDES OF STRUCTURE FIRE DAMPER DETAIL 3 NO SCALE RETAINING MINIMUM ANGLE 1-1/2"x 1-1/2"x1/8", 14 GAUGE. ANGLE 1" MINIMUM AND COVER CORNERS OF OPENINGS. SECURE ANGLE TO SLEEVE ONLY ON 8" CENTERS WITH #10 STEEL SCREWS. SECURE FIRE DAMPER TO SLEEVE ON 8" CENTERS WITH #10 STEEL SCREWS. SCREWS MUST NOT INTERFERE WITH DAMPER OPERATION. O () PROVIDE ACCESS DOOR WITH "FIRE DAMPER" LABEL. LOCATE ON SE'P SIDE OR BOTTOM OF DUCT. DOOR p 7e SIZE MUST PERMIT ACCESS AND AP RESETTING TO EACH DAMPER RF Q -v4 r SECTION. RFp JAN 0 4 Loud DATE: 11/21/01 JOB NO: 01- 3201b2 DRAWN: APG CHECKED: KEW 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ra • REVISIONS SHEET NUMBER MO 00 CI IJ 00 L T— O :E D0 LIJ N :I: ,(c D WWQ W 0 co LIJ HALLBERG ENGINEERING Mechanical /Electrical Consulting Engineers 1750 Commerce Court, White Bear Lake, MN 55110 (651) 748 -1100 • Fax (651) 748 -9370 s itlos MECHANICAL TITLE SHEET GRILLE REGISTER AND DIFFUSER MO TYPE A B C UNIT TAG ITEM SUPPLY SUPPLY RETURN TITUS DESCRIPTION SURFACE MOUNT LAY —IN SURFACE MOUNT MINIMUM CFM MANUFACTURER TITUS TITUS TITUS 30 MODEL NUMBER OMNI 24x24 —FD TMSA —FD 50F —FD 28.0 REMARKS STANDARD WHITE FINISH INSTALL W/ PUSH UP PLASTER FRAME STANDARD WHITE FINISH ADJUSTABLE STANDARD WHITE FINISH V —PH —CY VAV BOX � �i1 mg' UNIT TAG VAV -1 AREA SERVED SALES AREA MANUFACTURER TITUS MODEL NUMBER DESV CFM 4000 MINIMUM CFM 2500 INLET DUCT SIZE 16 "0 MAX NC @ 1.5" SP 30 MAX ESP 0.5 ELECTRIC HEATING COIL KW 28.0 EAT /LAT 55.0/90.0 CONTROL STEPS 2 V —PH —CY 480 -3 -60 ELECTRICAL V —PH —CY 480 -3 -60 DISCONNECT DIV 16 REMARKS — r .� LANDLORD NOTES 1. DO NOT ATTACH ANYTHING DIRECTLY TO SLAB OR ROOF DECK ABOVE. 2. PROVIDE SMOKE DETECTOR AS REQUIRED PER NFPA AND INC. 3. MAXIMUM LENGHT OF FLEX DUCT IS 5' -0". 0 4. TENANT SHALL MAINTAIN A MINIMUM OF 6" UNOBSTRUCTED CLEARANCE HEIGHT IN RETURN AIR PLENUM ABOVE CEILING ALLOWING FOR AIR FLOW BACK TO LANDLORD AIR CONDITIONING UNIT. 5. LANDORD PROVIDED A TENANT FIRE SERVICE MAIN WITH BRANCH PIPING STUBBED INTO EACH TENANT'S SPACE. LANDLORD'S SPRINKLER SYSTEM IS DESIGNED PER ORDINARY HAZARD GROUP 2 AND THE LATEST REQUIREMENTS OF NFPA -13. NO ISOLATION VALVES WILL BE PROVIDED OR PERMITTED. 6. TENANT SHALL CONNECT A FIRE SPRINKLER SYSTEM TO LANDLORD'S SPRINKLER SYSTEM WITHIN THE DEMISED PREMISES USING APPROVED MECHANICAL FITTINGS. TENANT SHALL PROVIDED AND INSTALL ALL BRANCH PIPING AND SPRINKLERS REQUIRED TO COMPLETE THE SPRINKLER SYSTEM WITHIN THE TENANT SPACE. TENANT'S SPRINKLER SYSTEM DESIGNS SHALL BE BASED UPON THE REQUIEMENTS OF THE STATE OF WASHINGTON, CITY OF TUKWILA FIRE DEPARTMENT. TENANT SHALL ENGAGE THE SERVICES OF A LANDLORD PREFERRED FIRE SPRINKLER CONTRACTOR TO DESIGN, PERMIT AND INSTALL TENANT'S FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH THE BASE BUILDING DESIGN SPECIFICATIONS. SPRINKLER LAYOUT AND PIPE SIZING SHALL BE HYDRAULICALLY DESIGNED ACCORDING TO ORDINARY HAZARD GROUP 2 AND THE LATEST REQUIREMENTS OF NFPA -13. 7. TENANT'S THAT HAVE 50 OR MORE SPRINKLER HEADS WILL REQUIRE A THIRD PARTY REVIEW. THE THIRD PARTY REVIEW MUST BE DONE BY A FIRE PROTECTION ENGINEER (F.P.E.), LICENSED IN THE STATE OF WASHINGTON AS APPROVED BY THE FIRE DEPARTMENT AND LANDLORD. CONTACT THE FIRE DEPARTMENT OR THE TENANT COORDINATOR WITH ANY QUESTIONS REGARDING THIS REQUIREMENT. 8. ALL SPRINKLER HEADS IN THE FORWARD SELLING AREA ARE TO BE CONCEALED POP OFF COVER TYPE. ALL SUPPORTS SHALL BE FROM STRUCTURAL BEAMS AND JOISTS, NOT FROM FLOOR OR OOF DECK ABOVE. 24/18 F. GENERAL NOTES ICI 'C' 24x6 0 ' C' 30x6 (6) A. THE MECHANICAL CONTRACTOR IS REQUIRED TO PROVIDE AS PART OF BASE BID A SERVICE CONTRACT INCLUDING ALL FILTER CHANGES AND CLEANING AND MAINTENANCE FOR A PERIOD OF 1 YEAR FROM TURNOVER OF SPACE. B. COORDINATE LOCATIONS OF DIFFUSER GRILLES W /ARCH REFLECTED CEILING PLAN. C. SUBMIT COPIES OF TEST & BALANCE REPORT TO LANDLORD, OWNER & ENGINEER. D. ADJUST DISCHARGE PATTERN OF THE DIFFUSER FOR A VERTICAL FLOW. E. REMOVE ALL EXISTING FIRE SPRINKLER HEADS AND DROP LEGS. PROVIDE NEW HEADS OF TYPE SHOWN. REWORK BRANCHES AND MAINS AS REQUIRED FOR NEW ELEVATION. HEADS TO BE UPRIGHT, SEMI — RECESSED OR FULLY RECESSED. FULLY RECESSED TO BE PROVIDED WITH WHITE COVERS. FIRE PROTECTION WORK TO BE PROVIDED BY LANDLORD APPROVED CONTRACTOR. CONTRACTOR SHALL COMPLETELY REMOVE FROM THE PREMISES ALL EQUIPMENT, PIPING, DUCTWORK, CONTROLS, CONTROL WIRING, ETC. AND ALL ASSOCIATED SUPPORTS, BRACING, PADS, ETC. NOT BEING REUSED OR SHOWN ON TO REMAIN WHETHER IN THE DEMISED SPACE, ON THE ROOF OR OTHERWISE LOCATED OUTSIDE OF THE DEMISED SPACE. DO NOT ABANDON IN PLACE. G. DIFFUSER RUNOUT EQUAL TO DIFFUSER CONNECTION UNLESS OTHERWISE SPECIFIED. H. SPRINKLER HEADS ALONG PERIMETER TO BE ADJUSTED TO FIXTURE HEIGHTS. COORDINATE IN FIELD. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL DETAIL. I. VERIFY ANY ADDITIONAL HVAC CRITERIA WITH LANDLORD. REQUIREMENTS MAY INCLUDE BUT ARE NOT LIMITED TO: GENERAL HVAC REQUIREMENTS, INSULATION, DUCT AND DUCT FITTINGS, HVAC CONTROLS, HANGERS, AND INSTALLATION. I 1/4" = 1 O O ti J HVAC PLAN n 6 O 22/12 O � 3 d D � o KEY NOTES O NEW VARIABLE AIR VOLUME BOX (VAV -1) PROVIDED BY TENANT CONTRACTOR. CONNECT VAV -1 TO EXISTING LANDLORD PROVIDED SUPPLY AIR DUCT. FIELD VERIFY EXACT LOCATION AND SIZE OF EXISTING DUCT. MODIFY EXISTING DUCT AS REQUIRED TO ACCOMMODATE VAV -1. VAV -1 SHALL HANG WITH VIBRATION ISOLATING DEVICES. INSTALL VAV -1 SUCH THAT ALL UNIT COMPONENTS ARE FULLY ACCESSIBLE. VERIFY INSTALLATION AND CONTROL REQUIREMENTS WITH LANDLORD. O PROVIDE NEW SENSOR FOR VAV -1 CONTROL 4' -0" A.F.F. SEE SPECIFICATION FOR CONTROLS. O3 PROVIDE NEW REMOTE CONTROLLER FOR VAV -1 5' -0" A.F.F. MAX. WITHIN 3' -0" OF PHONE BOARD COVERED WITH CLEAR LOCKABLE BOX. SEE SPECIFICATION FOR CONTROLS. O4 PROVIDE NEW FIRE DAMPERS IN ALL SUPPLY AND RETURN AIR TERMINALS AS WELL AS IN ANY DUCT REQUIRED BY CODE TO MAINTAIN FIRE RATINGS IN NEW CEILINGS OR NEW WALLS. PROVIDE ADDITIONAL DUCTWORK IF REQUIRED TO ACCOMMODATE NEW FIRE DAMPERS. SEE DETAIL 3 /MO. TYP. EF /LIGHT PROVIDED BY AEROPOSTALE VENDOR. WHEN IN OPERATION, EACH EXHAUST FAN SHALL EXHAUST 150 CFM FROM EACH TOILET ROOM. MECHANICAL CONTRACTOR TO CONNECT 8 "0 DUCT FROM THE EF /LIGHT TO EXISTING LANDLORD PROVIDED TOILET EXHAUST DUCT. PROVIDE BACK DRAFT DAMPERS. MODIFY EXISTING DUCT AS REQUIRED TO ACCOMMODATE NEW DUCT. FIELD VERIFY EXISTING TOILET EXHAUST DUCT SIZE AND LOCATION. O EXISTING MALL DUCT TO REMAIN. FIELD VERIFY EXACT LOCATION AND SIZE. TY V THE GC MUST ORDER SPRINKLER HEAD CAPS THAT MATCH AERPOSTALE P -2 (BENJAMIN MOORE: #2060 -40 TORONTO BLUE) o l� l� l S7 .GYf /f�f�rfsrffJ / - / b 6 d 16/10 O T NOTE: THERE IS A FIRE -RATED GYP BOARD CEILING I N THE SALES AREA AND EXIT CORRIDOR AND A FIRE -RATED ACT LAY -IN CEILING IN THE STOCK ROOM. REFER TO ARCHITECTURAL PLANS FOR CEILING HEIGHTS. Voi , o0 T AND RE QUIRED DATE: 11/21/01 JOB NO: 01- 3201.2 DRAWN: APG CHECKED: KEW 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635 -5699 HALLBERG ENGINEERING Mechanical /Electrical Consulting Engineers 1750 Commerce Court, White Bear Lake, MN 55110 (651) 748 -1100 • Fax (651) 748 -9370 REVISIONS SHEET NUMBER RFCE7 1Er. JAN 04 2006 M 1 PEH gi C NTEV.. PLUMBING FIXTURE SCHEDULE Item F# P# Exist. To Remain FIXTURE NO. FIXTURE TYPE MANUFACTURER TYPE & MODEL NO. TRIM NO. SUPPORT PIPE SIZES REMARKS TRAP WASTE VENT CW HW P1 WATER CLOSET PRESSURE ASSIST AMERICAN STANDARD CADET (WHITE) 2377.100 CHICAGO FAUCET 1016 FLOOR MOUNT _ " 4" n 2" Pipe Wrap _ PROVIDE OPEN FRONT COMMERCIAL SEAT 5905.100. ADA COMPLIANT 16 -1/2" RIM HEIGHT. P2 LAVATORY AMERICAN STANDARD LUCERNE (WHITE) 0355.012 CHICAGO FAUCET 894 -317 WALL HUNG 1 -1/2" 2" 1 -1/2" 1/2" 1/2" PROVIDE INSULATED CAST BRASS P -TRAP, PROVIDE HANDICAP INSULATION KIT, (2) CHICAGO FAUCET 1016 ANGLE VALVES P3 HI -LO WATER COOLER ELKAY BARRIER -FREE LZSTLBC - - WALL MOUNT 1 -1 /2" 2" 1 -1/2" 1/2" _ UNIT TO BE INSTALLED WITH ACCESSORY APRON LKAPREZL FOR ADA COMPLIANCE IF MID. ON EXPOSED WALL Fl FLOOR DRAIN JOSAM 30003 -6A - - 3" 3" 1-1/2" - _ PROVIDE 1/2" TRAP PRIMER CONNECTION WHERE INDICATED ON PLANS BATHROOM COMPONENT SCHEDULE Item Model # Exist. To Remain New (Add /Replace) Notes: Toilet See Plumbing Fixture Schedule - 2 -- Toilet Seat See Plumbing Fixture Schedule -- 2 -- Sink See Plumbing Fixture Schedule - 2 -- Lever Handle Faucet See Plumbing Fixture Schedule - 2 -- Pipe Wrap See Plumbing Fixture Schedule - 2 --- Water Heater See Water Heater Schedule - 2 Instantaneous Service Sink -- - - -- Water Cooler See Plumbing Fixture Schedule - 1 Hi /Lo Combination Floor Drain See Plumbing Fixture Schedule - 2 -- FIXTURE INSTANTANEOUS WATER HEATER SCHEDULE TOTAL WATER CLOSET (2) 2.5 UNIT NO. MANUFACTURER MODEL KW OUTPUT (GPM) TEMP. RISE 'F VOLTAGE REMARKS IWH -1 CHRONOMITE LABS, INC. SR -30 8.32 1.0 57 277/1/60 NONE FIXTURE WATER SUPPLY FIXTURE UNITS TOTAL WATER CLOSET (2) 2.5 5 LAVATORY (2) 1 2 SERVICE SINK ( -) -- - WATER COOLER (1) 0.5 0.5 FLOOR DRAIN (2) 2 4 TOTAL 7.5 SUPPLY DEMAND (GPM) 7.5 FIXTURE DRAINAGE FIXTURE UNIT VALUE TOTAL WATER CLOSET (2) 4 8 LAVATORY (2) 1 2 SERVICE SINK ( -) - WATER COOLER (1) 1 1 FLOOR DRAIN (2) 2 4 TOTAL 15 MINIMUM SIZE OF TOTAL SANITARY PIPE (IN.) 3 1/4" = 1' -0" 0 1 C J..1 FCO UNDERFLOOR PLUMBING PLAN KEY NOTES O 1 EXTEND AND CONNECT NEW 4" SANITARY SEWER PIPING TO EXISTING 4" (MIN) LANDLORD PROVIDED SANITARY SEWER PIPING. FIELD VERIFY EXACT LOCATION, SIZE, FLOW DIRECTION, AND INVERT ELEVATION OF CONNECTION POINT PRIOR TO ROUGH -IN OF NEW SANITARY SEWER PIPING. PROVIDE FCO AT POINT OF CONNECTION TO EXISTING PIPING. O 2 EXTEND AND CONNECT NEW 3/4" COLD WATER PIPING TO EXISTING 3/4" (MIN) LANDLORD PROVIDED COLD WATER PIPING. FIELD VERIFY EXACT LOCATION OF COLD WATER PIPING PRIOR TO ROUGH -IN. PROVIDE SHUTOFF VALVE AT POINT OF CONNECTION TO EXISTING PIPING. 3O EXTEND AND CONNECT NEW 2" VENT PIPING TO EXISTING LANDLORD PROVIDED VENT PIPING. MODIFY EXISTING PIPING AS REQUIRED TO ACCOMMODATE NEW PIPING. FIELD VERIFY EXACT LOCATION AND SIZE OF EXISTING PIPING PRIOR TO ROUGH -IN. O 4 PROVIDE JOSAM 88250 OR EQUAL TRAP PRIMER AS REQUIRED BY CODE. O PROVIDE UTILITY GRADE WATER METER WITH DIRECT READ AND REMOTE READER. VERIFY WATER METER REQUIREMENTS AND LOCATION OF REMOTE READER WITH LANDLORD. O PROVIDE WATTS SERIES 909 REDUCED PRESSURE ZONE ASSEMBLY. O VERIFY ANY ADDITIONAL PLUMBING CRITERIA WITH LANDLORD. REQUIREMENTS MAY INCLUDE BUT ARE NOT LIMITED TO: GENERAL PLUMBING REQUIREMENTS, INSULATION, PIPE AND PIPE FITTINGS, VALVES AND COCKS, PIPE SUPPORTS AND COVER PLATES, INSTALLATION, AND PLUMBING FIXTURES. P1 P3 'T T 2 PLUMBING PLAN 1 /4 " =1r -0" MOTE ADER `L - 2\ T ry 2 2"\., 2 C I -1/2" N.T.S. ' I 1 " 2` • • i I I 1 -1/2" LANDLORD NOTE TENANT'S CONTRACTOR SHALL VERIFY POINTS OF CONNECTION FOR ALL VENT, SEWER, AND WATER PIPING WITH MALL MANAGEMENT BEFORE PROCEEDING WITH WORK. TENANT IS RESPONSIBLE FOR EXTENDING PIPING FROM POINT OF EXISTING CONDITIONS TO TENANT SPACE AT TENANT'S EXPENSE. 2 - r i —1 1/2" WASTE AND VENT RISER FCO • SIZE OF DRAINAGE PIPING SIZE OF WATER SYSTEMS 1 /2" y N.T.S. IWH 1 WATER RISER OSOO(.4o ' /1/2 0/2\ ' 1/2 � A REMOTE READER 1/2 "---1 1/2" �/ I L SI ` D JAN 0 4 2008 PEKMT CLNTEA DATE: 11/21/01 JOB NO: 0 3201172 DRAWN: APG CHECKED: KEW 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 • CO .o —, CO cnea In w, A M cn g 4 JIM . E 11 C., Agi ,., ,,,„ .. • a) 'o E o_ CCd . W 00 W W co 0 1 2 DO W N c W = F-F - W � vUW0 W HALLBERG ENGINEERING Mechanical /Electrical Consulting Engineers 1750 Commerce Court, White Bear Lake, MN 55110 (651) 748 -1100 • Fax (651) 748 -9370 PLUMBING PLAN cpp 4 AiPp -14 r4;v13 9 4L .r4 SHEET NUMBER M2 15010 GENERAL PROVISIONS A. FURNISHING LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED AS SHOWN ON THE DRAWINGS AND SPECIFIED IN DIVISION 15. B. ALL WORK SHALL BE COMPLETE AND SHALL BE LEFT IN OPERATING CONDITION. C. INCLUDE ALL PARTS AND LABOR WHICH ARE INCIDENTAL AND NECESSARY FOR A COMPLETE AND OPERABLE INSTALLATION EVEN THOUGH NOT SPECIFICALLY MENTIONED IN THE CONTRACT DOCUMENTS. D. ARRANGE WITH APPROPRIATE UTILITY COMPANIES TO PROVIDE TEMPORARY AND PERMANENT UTILITY SERVICES AS REQUIRED AND COORDINATE THEIR INSTALLATION WITH CONSTRUCTION PROGRESS OF THIS PROJECT. PAY ALL FEES AND COSTS CHARGED BY UTILITY COMPANIES FOR UTILITY SERVICES. E. OBTAIN ALL TEMPORARY AND PERMANENT PERMITS AND LICENSES REQUIRED IN CONNECTION WITH THIS DIVISION'S WORK. PAY ALL FEES AND EXPENSES REQUIRED FOR SUCH PERMITS AND LICENSES. F. REQUEST INSPECTIONS AS REQUIRED BY REGULATING AGENCIES AND /OR REGULATIONS. PAY ALL CHARGES FOR INSPECTIONS BY REGULATING AGENCIES OF INSTALLATIONS OF PLANS SPECIFICATIONS. G. PROVIDE THE OWNER WITH A CERTIFICATE OF FINAL INSPECTION AND APPROVAL BY ENFORCEMENT AUTHORITIES. H. MEET OR EXCEED ALL CURRENT APPLICABLE CODES, ORDINANCES AND REGULATIONS FOR ALL INSTALLATIONS. PROMPTLY NOTIFY THE ENGINEER, IN WRITING, IF THE CONTRACT DOCUMENTS APPEAR TO CONFLICT WITH GOVERNING CODES AND REGULATIONS. CONTRACTOR ASSUMES ALL RESPONSIBILITY AND COSTS FOR CORRECTING NON - COMPLYING WORK INSTALLED WITHOUT NOTIFYING THE ENGINEER. I. HIGHER QUALITY OF WORKMANSHIP AND MATERIALS INDICATED IN THE CONTRACT DOCUMENTS TAKES PRECEDENCE OVER THAT ALLOWED IN REFERENCED CODES AND STANDARDS. FURNISH: TO OBTAIN, COORDINATE, SUBMIT THE NECESSARY DRAWINGS, DELIVER TO THE JOB SITE IN NEW CONDITION READY FOR INSTALLATION, UNLOAD AND UNPACK, AND GUARANTEE. J. INSTALL: TO RECEIVE AT THE JOB SITE, STORE, ASSEMBLE, ERECT, SET IN PLACE, ANCHOR, APPLY, FINISH, PROTECT, CLEAN, TEST, START -UP, AND MAKE READY FOR OWNER'S USE. K. PROVIDE: TO FURNISH AND INSTALL L. CONTRACTOR IS RESPONSIBLE FOR DIMENSIONAL DIFFERENCES, WEIGHTS, ELECTRICAL REQUIREMENTS AND ANY OTHER RESULTING CHANGES, WHEN USING EQUIPMENT OTHER THAN THAT SCHEDULED ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED AS A RESULT OF SUBSTITUTIONS. SUBMITTING A PROPOSAL ON THE WORK CONTEMPLATED, BEFORE MPLATED, EXAMINE THE SITE OF THE PROPOSED WORK AND BECOME THOROUGHLY FAMILIAR WITH EXISTING CONDITIONS AND LIMITATIONS. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF MISUNDERSTANDING AS TO THE AMOUNT OF WORK INVOLVED NOR BIDDERS LACK OF KNOWLEDGE OF EXISTING CONDITIONS WHICH COULD HAVE BEEN DISCOVERED OR REASONABLY ANTICIPATED PRIOR TO BIDDING. N. MECHANICAL EQUIPMENT AND SYSTEMS SHOWN ON THE DRAWINGS AS EXISTING, HAVE BEEN BASED ON EXISTING PLANS, AND MAY NOT BE INSTALLED AS ORIGINALLY SHOWN. IT IS THE CONTRACTORS RESPONSIBILITY TO VISIT THE SITE AND MAKE EXACT DETERMINATION OF THE EXISTENCE, LOCATION AND CONDITION OF SUCH FACILITIES PRIOR TO SUBMITTING A BID. 0. CONSULT THE DRAWINGS AND SPECIFICATIONS OF DIVISION 16 AND OTHER TRADES FOR CORRELATING INFORMATION AND LAY OUT WORK SO THAT IT WILL COORDINATE WITH OTHER TRADES. VERIFY DIMENSIONS AND CONDITIONS (I.E., FINISHED CEILING HEIGHTS, FOOTING AND FOUNDATION ELEVATIONS, BEAM DEPTHS, ETC.) WITH THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. P. DRAWINGS MAY NOT SHOW EVERY RISE AND OFFSET REQUIRED FOR THE WORK. INSTALL PIPING AND DUCTWORK TO ACCOMMODATE THE BUILDING STRUCTURE AND DUC AN THE WORK OF OTHER TRADES, WITH ALL REQUIRED OFFSETS AND WITHOUT EXTRA COST TO THE OWNER. Q. OBTAIN EXACT LOCATION OF CONNECTION TO EQUIPMENT, FURNISHED BY OTHERS, FROM THE PERSON FURNISHING THE EQUIPMENT. R. GUARANTEE AND MAINTAIN THE STABILITY OF WORK AND MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION FOR THE PERIOD OF ONE (1) YEAR AFTER THE FINAL COMPLETION OF THE WORK AS EVIDENCED BY ISSUANCE OF THE FINAL CERTIFICATE BY THE ARCHITECT. S. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF THE OWNER AND ARCHITECT AND ENGINEER. INCLUDE DAMAGE TO THE FINISH OR THE BUILDING RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS. T. MAGNETIC STARTERS, DISCONNECTS, AND POWER WIRING PROVIDED BY THE ELECTRICAL CONTRACTOR, UNLESS OTHERWISE SPECIFIED, U. CONTROL AND INTERLOCK WIRING PROVIDED BY THE MECHANICAL CONTRACTOR, UNLESS OTHERWISE SPECIFIED. V. PROVIDE ONLY PRODUCTS FROM MANUFACTURER'S WITH LOCAL REPRESENTATION THAT CAN PROVIDE COMPLETE COVERAGE, PARTS AND LABOR, FOR REPLACEMENT AND SERVICE OF THEIR PRODUCTS. PROVIDE ONLY EQUIPMENT THAT WILL FIT IN THE SPACE AVAILABLE AND BE COMPLETELY SERVICEABLE. BRING ANY CONFLICTS TO THE ENGINEER'S ATTENTION PRIOR TO ORDERING THE EQUIPMENT. W. COORDINATE/SCHEDULE ALL WORK WITH THE OWNER TO MINIMIZE ANY DISRUPTIONS. CONFINE ALL INTERRUPTIONS TO THE SMALLEST POSSIBLE AREA. PROVIDE TEMPORARY CONNECTIONS IF REQUIRED TO PROVIDE CONTINUITY OF SERVICE. X. INSPECT ALL AREAS AFFECTED BY THE INTERRUPTIONS AND RETURN ALL AUTOMATICALLY CONTROLLED EQUIPMENT, ELECTRICALLY OPERATED EQUIPMENT TO THE SAME OPERATING CONDITION PRIOR TO THE INTERRUPTION. Y. NO FIRE SPRINKLER OR FIRE ALARM SYSTEMS ARE TO REMAIN INACTIVE AT THE END OF THE WORK DAY. ASSURE THAT THE FIRE SPRINKLER OR FIRE ALARM SYSTEM IS OPERATIONAL AT THE END OF EACH WORK DAY. COORDINATE WITH THE OWNER. AND UNLESS NOTED OTHERWISE. PROTECT EQUIPMENT Z PROVIDE NEW MATERIAL A AND N Q MATERIAL FROM DAMAGE, DIRT AND THE WEATHER. AA. PROVIDE THE HIGHEST QUALITY WORKMANSHIP AND PERFORM ALL WORK ONLY BY SKILLED MECHANICS. INSTALL MATERIAL AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS, INSTRUCTIONS AND CURRENT STANDARDS. BB. THE ENGINEER RESERVES THE RIGHT TO REJECT MATERIAL OR WORKMANSHIP NOT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, BEFORE OR AFTER INSTALLATION. CC. ALL PIPING AND DUCTWORK SHALL BE RUN IN THE MOST DIRECT AND STRAIGHT MANNER POSSIBLE MAINTAINING PROPER GRADING. DD. IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS THAT MOST PIPING AND DUCTWORK BE CONCEALED. WHERE EXPOSED, RUN AS CLOSE TO CEILING AND /OR WALL AS POSSIBLE PARALLEL WITH ADJACENT STRUCTURAL OR ARCHITECTURAL ELEMENTS. EE. DO NOT INSTALL PIPING OR DUCTWORK IN ANY SWITCHGEAR, TRANSFORMER, ELEVATOR EQUIPMENT, TELEPHONE, OR ELECTRICAL EQUIPMENT ROOM, UNLESS IT IS A BRANCH SERVING THAT ROOM. FF. DO NOT INSTALL PIPING OR DUCTWORK ABOVE SWITCHBOARDS, PANELBOARDS, CONTROL PANELS, MOTOR CONTROL CENTERS, ETC. GG. ARRANGE WORK TO FACILITATE MAINTENANCE, REPAIR OR REPLACEMENT OF EQUIPMENT. PROVIDE ACCESS FOR DEVICES THAT REQUIRE MAINTENANCE. FOR CONCEALED DEVICES, VERIFY THAT ACCESS PANELS ARE PROPERLY LOCATED AND LABELED. HH. INSTALL MATERIAL AND EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. II. PERFORM ALL CUTTING AND PATCHING NECESSARY TO WORK, UNLESS SPECIFICALLY DELEGATED TO THE GENERAL CONTRACTOR. OBTAIN SPECIAL PERMISSION FROM THE STRUCTURAL ENGINEER BEFORE CUTTING STRUCTURAL MEMBERS OR FINISHED MATERIAL PERFORM ALL PATCHING IN SUCH A MANNER AS TO LEAVE NO VISIBLE TRACE AND RETURN THE AREA AFFECTED TO THE CONDITION OF UNDISTURBED WORK. PERFORM ALL PATCHING BY WORKERS EXPERIENCED, SKILLED, AND LICENSED FOR THE PARTICULAR TYPE OF WORK INVOLVED. INFERIOR WORK WILL NOT BE ACCEPTED. JJ. PATCH ALL HOLES LEFT AS A RESULT OF DEMOLITION OF MECHANICAL EQUIPMENT AND DEVICES. KK. DRILL ALL HOLES IN MASONRY WITH ROTARY DRILL IMPACT TOOLS ARE NOT ALLOWED. CORE DRILL ALL HOLES IN MASONRY AND CONCRETE FOR MECHANICAL PENETRATIONS. PROVIDE AND DISPOSE OF ALL WATER REQUIRED FOR CORE DRILLING. COORDINATE WITH OTHER TRADES TO PREVENT DAMAGE FROM WATER. LL. PREVENT THE SPREAD OF DUST, DEBRIS, AND OTHER MATERIAL INTO ADJACENT AREAS. MM. REPLACE ALL CEILING TILES DAMAGED DURING INSTALLATION OF WORK, WITH NEW TILE. NN. REFINISH ALL MECHANICAL EQUIPMENT DAMAGED DURING SHIPPING AND /OR INSTALLATION TO ITS ORIGINAL CONDITION. REMOVE ALL RUST; PRIME, AND PAINT PER MANUFACTURER'S RECOMMENDATIONS FOR FINISH EQUAL TO ORIGINAL. 00. DO NOT USE HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS PROVIDED IN THIS SCOPE OF WORK FOR TEMPORARY HEATING, VENTILATING AND AIR CONDITIONING DURING CONSTRUCTION. PP. PROTECT OPENINGS AND EQUIPMENT FROM OBSTRUCTION, BREAKAGE, MISUSE, DAMAGE OR BLEMISHES. PROTECT MATERIALS AND EQUIPMENT IMMEDIATELY UPON RECEIPT AT THE JOB SITE OR IMMEDIATELY AFTER THEY HAVE BEEN REMOVED FROM THEIR SHIPPING CONTAINERS. UNLESS NOTED OTHERWISE, KEEP THEM CLEAN AND UNDAMAGED UNTIL FINAL ACCEPTANCE OF THE ENTIRE PROJECT BY THE OWNER. WHEN A PORTION OF THE BUILDING IS OCCUPIED BY THE OWNER BEFORE SUBSTANTIAL COMPLETION OF THE ENTIRE PROJECT, MAKE ARRANGEMENTS TO TRANSFER RESPONSIBILITY FOR PROTECTION AND HOUSEKEEPING FOR THE OCCUPIED PORTION. QQ. PROTECT PIPE, DUCT AND EQUIPMENT OPENINGS WITH TEMPORARY PLUGS OR CAPS. KEEP OPENINGS COVERED UNTIL PERMANENT CONNECTIONS ARE COMPLETE. RR. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO MECHANICAL EQUIPMENT, MATERIALS OR WORK UNTIL FINAL ACCEPTANCE OF THE ENTIRE PROJECT BY THE OWNER. KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIAL OR RUBBISH, CAUSED BY HIS EMPLOYEES OR WORK, AT ALL TIMES. REMOVE RUBBISH, TOOLS, SCAFFOLDING, AND SURPLUS MATERIALS FROM AND ABOUT THE BUILDING, AND LEAVE WORK AREAS "BROOM CLEAN" OR ITS EQUIVALENT UPON COMPLETION OF THE WORK. CLEAN MECHANICAL EQUIPMENT AND REMOVE TEMPORARY IDENTIFICATION. SS. IN CASE OF DISPUTE, THE OWNER WILL REMOVE THE RUBBISH AND CHARGE THE COST TO THE CONTRACTOR. TT. BEFORE START -UP, LUBRICATE, CHARGE, AND FILL SYSTEMS AS SPECIFIED AND ACCORDING TO MANUFACTURER'S INSTRUCTIONS. UU. CLEAN, DISINFECT, AND TEST ALL PLUMBING AND PIPING SYSTEMS. W. PERFORM TESTING, ADJUSTING AND BALANCING IN ACCORDANCE WITH THAT SECTION. WW. OPERATE EQUIPMENT AND SYSTEMS IN ALL THEIR OPERATING MODES, TO VERIFY PROPER OPERATION, PRIOR TO FINAL FIELD OBSERVATION AND OWNER INSTRUCTIONS. XX. ATTEND PRE - TESTING CONFERENCE AS SCHEDULED BY TESTING, ADJUSTING AND BALANCING CONTRACTOR. YY. PROVIDE ASSISTANCE TO TEST, ADJUSTING AND BALANCING CONTRACTOR BY MAKING ADJUSTMENTS TO SYSTEM AND SYSTEM COMPONENTS REQUIRED FOR ACHIEVING DESIGN PERFORMANCE. ZZ. IF ACCEPTABLE PERFORMANCE OF ANY TEST IS NOT ACHIEVED, MAKE THE NECESSARY CORRECTIONS AND THE TEST SHALL BE REPEATED UNTIL ACCEPTABLE PERFORMANCE IS ACHIEVED. AAA. FULLY INSTRUCT THE OWNER'S DESIGNATED PERSONNEL IN THE OPERATION OF EACH MECHANICAL SYSTEM AT THE TIME IT IS PUT INTO SERVICE. PROVIDE INSTRUCTION USING COMPETENT INSTRUCTORS AND FACTORY TRAINED PERSONNEL. BBB. INCLUDE DOCUMENTATION OF INSTRUCTIONS IN THE OPERATION AND MAINTENANCE MANUALS. CCC. OBTAIN A WRITTEN STATEMENT FROM THE OWNER THAT HIS DESIGNATED PERSONNEL HAVE BEEN INSTRUCTED. DDD. SUBMIT COMPLETED BOUND OPERATION AND MAINTENANCE MANUALS TO OWNER INCLUDING SHOP DRAWINGS, WARRANTIES, TEST REPORTS, CERTIFICATIONS, TEST AND BALANCE REPORTS, SYSTEM VALIDATION REPORTS AND RECORD DRAWINGS. 15025 DEMOLITION A. FURNISH LABOR, EQUIPMENT, AND MATERIALS REQUIRED FOR CUTTING, DEMOLITION, REMOVAL, PATCHING, AND RESTORATION WORK NECESSARY TO ACCOMPLISH AND COMPLETE ALL DEMOLITION, INCLUDING ANY RELOCATION OR REUSE OF EXISTING MATERIALS, EQUIPMENT, SYSTEMS, AS WELL AS THE DISPOSITION OF SALVAGED MATERIALS OR DEBRIS. B. ACCOMPLISH ALL WORK OF CUTTING, REMOVAL, DEMOLITION, RELOCATION, PATCHING, AND RESTORATION BY USING ONLY MECHANICS SKILLED IN THE TRADE REQUIRED. PROVIDE FOR THE SAFETY OF THE EXISTING BUILDING AND PERSONNEL, AS WELL AS FOR NEW CONSTRUCTION AS A RESULT OF WORK, PROCEDURES, OPERATIONS OR ACTIVITIES UNDER THIS CONTRACT. C. WHERE THE WORK OF REMOVALS, DEMOLITION, CUTTING AND SIMILAR WORK INVOLVES STRUCTURAL CONSIDERATIONS, CONSULT WITH STRUCTURAL ENGINEER. EXERCISE EXTREME CARE TO AVOID DAMAGE AND PRESERVE THE SAFETY OF THE STRUCTURE AND OF ALL PERSONNEL PARTICULAR CARE MUST BE TAKEN WHERE THE DEMOLITION OR REMOVALS OCCUR ADJACENT TO OCCUPIED AREAS. D. UTILIZE COMPETENT AND QUALIFIED TECHNICAL ASSISTANCE TO DEVELOP SAFE METHODS AND TECHNIQUES TO ACCOMPLISH THE WORK, INCLUDING TEMPORARY SHORING AND SUPPORTS, METHODS OF REMOVAL AND OTHER CONSIDERATIONS. DESIGN AND PLACE ALL PERMANENT OR TEMPORARY SUPPORTS TO CARRY ALL LOADS DOWN TO SOUND BEARING. 15081 DUCTWORK INSULATION A. MATERIALS: CONFORM TO MAXIMUM FLAME SPREAD /SMOKE DEVELOPED RATING OF 25/50 IN ACCORDANCE WITH ASTM E84, NFPA 255 AND UL 723. B. CONFORM TO ASTM STANDARDS FOR °K° VALUE, MOISTURE VAPOR TRANSMISSION, MAXIMUM MOISTURE ABSORPTION, JACKET, INSULATING CEMENT, AND ADHESIVE. C. MANUFACTURER: SCHULLER - MANVILLE 800 SERIES SPIN -GLAS 1. GLASS FIBER (FLEXIBLE/RIGID): SCHULLER- MANVILLE 800 SERIES SPIN -GLAS. EQUIVALENT PRODUCTS: CERTAINTEED, KNAUF, OWENS -CORNING. 2. GLASS FIBER DUCT LINER, FLEXIBLE: SCHULLER- MANVILLE PERMACOTE LINACOUSTIC STANDARD. EQUIVALENT PRODUCTS: CERTAINTEED, KNAUF, OWENS- CORNING. 3. INSTALL IN ACCORDANCE WITH NAIMA NATIONAL INSULATION STANDARDS. D. SUPPLY DUCTS - CONCEALED: FLEXIBLE GLASS FIBER BLANKET - EXTERNAL: 1 -1/2 INCHES THICK. E. SUPPLY DUCTS - EXPOSED: RIGID GLASS FIBER - EXTERNAL: 1 INCH THICK. 15083 PIPING INSULATION A. B. C. D. E. F. G. n CONFORM TO MAXIMUM FLAME SPREAD /SMOKE DEVELOPED RATING OF 25/50 IN ACCORDANCE WITH ASTM E84, NFPA 255 AND UL 723. CONFORM TO ASTM STANDARDS FOR "K" VALUE, MOISTURE VAPOR TRANSMISSION, MAXIMUM MOISTURE ABSORPTION, JACKET, INSULATING CEMENT, AND ADHESIVE. MANUFACTURER:GLASS FIBER: SCHULLER - MANVILLE,CERTAINTEED, KNAUF, OWENS- CORNING. 1. CELLULAR FOAM: ARMSTRONG, HALSTEAD, IMCOA/NOMACO, RUBATEX, ARMAFLEX 2000. INSTALL IN ACCORDANCE WITH NAIMA NATIONAL INSULATION STANDARDS. VERIFY THAT PIPING HAS BEEN TESTED BEFORE APPLYING INSULATION MATERIALS. VERIFY THAT SURFACES ARE CLEAN AND DRY, WITH FOREIGN MATERIAL REMOVED. CONTINUE INSULATION THROUGH WALLS, SLEEVES, PIPE HANGERS, AND OTHER PIPE PENETRATIONS. FINISH AT SUPPORTS, PROTRUSIONS, AND INTERRUPTIONS. BURIED PIPING: PROVIDE FACTORY FABRICATED ASSEMBLY WITH INNER ALL - PURPOSE SERVICE JACKET WITH SELF - SEALING LAP, AND ASPHALT IMPREGNATED OPEN MESH GLASS FABRIC, WITH ONE MIL THICK ALUMINUM FOIL SANDWICHED BETWEEN THREE LAYERS OF BITUMINOUS COMPOUND; OUTER SURFACE FACED WITH A POLYESTER FILM. SCHEDULE: INSULATION THICKNESS PER LOCAL CODE OR ASHRAE STANDARD 90.1 -1999, WHICHEVER IS MORE STRINGENT. 15100 PLUMBING PIPING A. SANITARY PIPING, 1. CAST IRON PIPE: ASTM A74 SERVICE WEIGHT, FITTINGS: CAST IRON, JOINTS: HUB -AND- SPIGOT, COMPRESSION TYPE WITH NEOPRENE GASKETS OR LEAD AND OAKUM. 2. CAST IRON PIPE: CISPI 301, HUBLESS, FITTINGS: CAST IRON, JOINTS: NEOPRENE GASKET AND L CLAMP AND SHIELD ASSEMBLIES. 3. NOT USED. 4. NOT USED. (ABOVE GRADE): ASTM B88 TYPE "L ", HARD TEMPER ONLY. EXCEPT THESE MATERIALS SHALL NOT BE USED TO RECEIVE THE WASTES FROM URINALS NOR WASTES FROM WATER CLOSETS IN BATTERY, FITTINGS: CAST BRONZE, OR WROUGHT COPPER, JOINTS: SOLDER, GRADE 50B. B. WATER PIPING. (BELOW GRADE): ASTM B88 TYPE °K" SOFT COPPER, COPPER TUBING (BEL E) , FITTINGS: CAST COPPER ALLOY OR WROUGHT COPPER AND BRONZE, JOINTS: BCUP SILVER BRAZE. 2. COPPER TUBING (ABOVE GRADE): ASTM B88, TYPE °L° HARD DRAWN, FITTINGS: CAST COPPER ALLOY OR WROUGHT COPPER AND BRONZE, JOINTS: BCUP SILVER BRAZE. C. VERIFY THAT EXCAVATIONS ARE TO REQUIRED GRADE, DRY, AND NOT OVER - EXCAVATED. D. PREPARE PIPING CONNECTIONS TO EQUIPMENT WITH FLANGES OR UNIONS. E. PROVIDE NON- CONDUCTING DIELECTRIC CONNECTIONS WHEREVER JOINTING DISSIMILAR METALS. F. INSTALL VENT PIPING PENETRATING ROOFED AREAS TO MAINTAIN INTEGRITY OF ROOF ASSEMBLY. G. WHERE PIPE SUPPORT MEMBERS ARE WELDED TO STRUCTURAL BUILDING FRAMING, SCRAPE, BRUSH CLEAN, AND APPLY ONE COAT OF ZINC RICH PRIMER TO WELDING. H. PROVIDE SUPPORT FOR UTILITY METERS IN ACCORDANCE WITH REQUIREMENTS OF UTILITY COMPANIES. I. PREPARE EXPOSED, UNFINISHED PIPE, FITTINGS, SUPPORTS, AND ACCESSORIES READY FOR FINISH PAINTING. J. SLEEVE PIPES PASSING THROUGH PARTITIONS, WALLS AND FLOORS. K. USE GROOVED MECHANICAL COUPLINGS AND FASTENERS ONLY IN ACCESSIBLE LOCATIONS. L. PROVIDE UNIONS DOWNSTREAM OF VALVES AND AT EQUIPMENT OR APPARATUS CONNECTIONS. M. PROVIDE BRASS MALE ADAPTERS EACH SIDE OF VALVES IN COPPER PIPED SYSTEM. SOLDER ADAPTERS TO PIPE. N. ESTABLISH INVERT ELEVATIONS, SLOPES FOR DRAINAGE TO 1/4 INCH PER FOOT (SMALLER THAN 3 INCH PIPE), AND 1/8 INCH PER FOOT (3 INCHES AND LARGER) MINIMUM. MAINTAIN GRADIENTS. 0. SLOPE WATER PIPING MINIMUM 0.25 PERCENT AND ARRANGE TO DRAIN AT LOW POINTS. P. PROVIDE NEW SANITARY SEWER SERVICES. BEFORE COMMENCING WORK CHECK INVERT ELEVATIONS REQUIRED FOR SEWER CONNECTIONS, CONFIRM INVERTS AND ENSURE THAT THESE CAN BE PROPERLY CONNECTED WITH SLOPE FOR DRAINAGE AND COVER TO AVOID FREEZING. Q. PROVIDE SUPPORT AND EQUIPMENT REQUIRED TO CONTROL EXPANSION AND CONTRACTION OF PIPING. PROVIDE LOOPS, PIPE OFFSETS, AND SWING JOINTS, OR EXPANSION JOINTS WHERE REQUIRED. R. PROVIDE HANGERS IN QUANTITY AND SPACING REQUIRED TO SUFFICIENTLY SUPPORT PIPING. 15110 VALVES & PLUMBING SPECIALTIES A. MANUFACTURERS: 1. GATE VALVES (UP TO AND INCLUDING 2'): STOCKHAM MODEL B -105, OR EQUIVALENT BY: a. HAMMOND, KITZ, MILWAUKEE, NIBCO, CRANE. 2. BALL VALVES (UP TO AND INCLUDING 2"): APOLLO 77- 100/77 -200 SERIES, OR EQUIVALENT BY: a. HAMMOND, KITZ, MILWAUKEE, NIBCO, WATTS, CRANE. 3. SWING CHECK VALVES (UP TO AND INCLUDING 2- 1/2°): STOCKHAM MODEL B -309/B -319, OR EQUIVALENT BY: a. HAMMOND, KITZ, MILWAUKEE, NIBCO, CRANE. 4. TEMP. AND PRESS. RELIEF VALVE (UP TO 80,000 BTU INPUT): WATTS 10L MODEL M7 5. WATER HAMMER ARRESTOR: WATTS SERIES 15 6. REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTER: WATTS SERIES 909 7. RPZ AIR GAP FITTING: WATTS 909AG 8. RPZ AIR GAP VENT ELBOW: WATTS 909EL (REQUIRED IN ADDITION TO 909AG IF MTD. VERTICALLY). 9. VACUUM BREAKER: WATTS N36 -W 10. PRESSURE REDUCING VALVE: WATTS SERIES U5 11. ATMOSPHERIC VACUUM BREAKER: WATTS SERIES 288A 12. HOSE END VACUUM BREAKER: WATTS SERIES 8 13. DIELECTRIC UNION: WATTS SERIES 3000 14. TRAP SEAL PRIMER VALVE: JOSAM 88250, OR EQUIVALENT BY: A. J.R. SMITH, WADE, ZURN B. INSTALL APPROVED POTABLE WATER PROTECTION DEVICES ON PLUMBING LINES WHERE CONTAMINATION OF DOMESTIC WATER MAY OCCUR; JANITOR ROOMS, FIRE SPRINKLER SYSTEMS, PREMISE ISOLATION. C. INSTALL WATER HAMMER ARRESTORS COMPLETE WITH ACCESSIBLE ISOLATION VALVE ON HOT AND COLD WATER SUPPLY PIPING WHERE REQUIRED BY CODE AND PER MANUFACTURERS RECOMMENDATIONS /REQUIREMENTS. D. INSTALL AIR CHAMBERS ON HOT AND COLD WATER SUPPLY PIPING TO EACH FIXTURE OR GROUP OF FIXTURES (EACH WASHROOM). FABRICATE SAME SIZE AS SUPPLY PIPE OR 3/4 INCH MINIMUM, AND MINIMUM 18 INCHES LONG. 15325 SPRINKLER SYSTEMS A. CONTRACTOR SHALL DESIGN AND HYDRAULICALLY CALCULATE THE NEW AND RENOVATION OF EXISTING PIPING SYSTEMS, INCLUDING LOCATION OF ALL VALVES, DEVICES, AND SPRINKLER HEADS. DESIGN SPRINKLER SYSTEM PIPING BASED ON HAZARD RATING AS OF THE MOST STRINGENT OF THE REGULATING AGENCIES RESPONSIBLE FOR THIS FACILITY, INCLUDING THE OWNER INSURANCE COMPANY REQUIREMENTS AND THE GOVERNING AUTHORITIES, FM OR AS DETERMINED BY LOCAL REQUIREMENTS. PERFORM WORK IN ACCORDANCE WITH NFPA 13, B. SUBMIT SHOP DRAWINGS, PRODUCT DATA, AND HYDRAULIC CALCULATIONS TO AUTHORITY HAVING JURISDICTION, AND OWNER'S INSURANCE UNDERWRITER FOR APPROVAL. SUBMIT PROOF OF APPROVAL TO ARCHITECT/ENGINEER. C. PROVIDE EXTRA SPRINKLERS UNDER PROVISIONS OF NFPA 13. D. PROVIDE SUITABLE WRENCHES FOR EACH SPRINKLER TYPE. E. PROVIDE METAL STORAGE CABINET FOR EXTRA SPRINKLERS LOCATED ADJACENT TO THE VALVE ASSEMBLY. F. SPRINKLER MANUFACTURERS: AUTOMATIC SPRINKLER OF AMERICA, RELIABLE AUTOMATIC SPRINKLER COMPANY, STAR SPRINKLER COMPANY, VIKING CORPORATION. G. WATER FLOW SWITCH: VANE TYPE SWITCH FOR MOUNTING HORIZONTAL OR VERTICAL, WITH TWO CONTACTS; RATED 10 AMP AT 125 VOLT AC AND 2.5 AMP AT 24 VOLT DC. H. INSTALL SYSTEM IN ACCORDANCE WITH NFPA 13. I. INSPECTOR'S TEST CONNECTION: FOR EACH SPRINKLER SYSTEM AND FOR EACH WATERFLOW ALARM DEVICE, WHERE MULTIPLE DEVICES OCCUR, PROVIDE AN INSPECTOR'S TEST ASSEMBLY. J. PROVIDE A FLOW SWITCH FOR EACH SYSTEM. SET RETARD ON FLOW SWITCHES TO 30 SECONDS OR AS REQUIRED BY LOCAL AUTHORITIES HAVING JURISDICTION. K. WATER CURTAINS AT NON -RATED OPENINGS: 1. INSTALL SPRINKLER HEADS ON 6 FOOT CENTERS TO PROVIDE A WATER CURTAIN AT NON -FIRE RATED DOORS AND WINDOWS. LOCATE SPRINKLER HEADS WITHIN 1 FOOT OF THE DOOR OR WINDOW ON BOTH SIDES OF THE DOOR AND WINDOW. 2. SPRINKLER HEADS ARE TO BE SUPPLIED FROM THE WET OVERHEAD SPRINKLER SYSTEM. 3. WATER CURTAIN SPRINKLER HEADS ARE TO BE HYDRAULICALLY CALCULATED AS A PART OF THE OVERHEAD WET SPRINKLER SYSTEM WITH A MINIMUM DESIGN DISCHARGE OF 3 GPM PER LINEAL FOOT WITH NO SPRINKLER DISCHARGING LESS THAN 15 GPM. MINIMUM PRESSURE AT A SPRINKLER HEAD IS TO BE 7 PSI. L. EXISTING FIRE PROTECTION SYSTEMS: 1. IN BUILDINGS WITH EXISTING FIRE PROTECTION SYSTEMS, THE CONTRACTOR SHALL CLOSELY COORDINATE HIS WORK WITH THE OWNER TO MINIMIZE DISRUPTION OF THAT SYSTEM. 2. NO FIRE PROTECTION SYSTEM IS TO REMAIN DEACTIVATED AT THE END OF THE WORK DAY UNLESS AGREED TO WITH THE PROPERTY OWNER, AND A SUITABLE FIRE PROTECTION SCHEME SUCH AS A MANNED FIRE WATCH, HAS BEEN IMPLEMENTED AND APPROVED BY THE OWNER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT ALL FIRE PROTECTION SYSTEMS ARE THE SYSTEM FUNCTIONAL BEFORE COMPLETING HIS WORK AND ETIN HI W RK DAY. M. CENTER SPRINKLERS IN ONE DIRECTION ONLY IN CEILING TILE WITH LOCATION IN OTHER DIRECTION VARIABLE, DEPENDENT UPON SPACING AND COORDINATION WITH CEILING ELEMENTS. N. ENSURE REQUIRED DEVICES ARE INSTALLED AND CONNECTED AS REQUIRED TO FIRE ALARM SYSTEM. 0. COORDINATE PIPING WITH STRUCTURAL, MECHANICAL PIPING AND DUCTWORK, AND ELECTRICAL WITHIN THE BUILDING. PIPING CONFLICTS BETWEEN SYSTEM SHALL BE REMOVED AND REPLACED AT NO COST TO THE OWNER. P. CONDUCT ALL APPLICABLE TESTS AS REFERENCED IN NFPA STANDARD 13. ALL NECESSARY TESTS SHALL BE CONDUCTED IN CONFORMANCE WITH REQUIREMENTS OF NFPA. Q. WIRING FOR FLOW SWITCHES, VALVE SUPERVISORY SWITCHES, SUPERVISORY PRESSURE SWITCHES, AND POWER TO AIR COMPRESSORS WILL BE PROVIDED UNDER DIVISION 16. COORDINATE LOCATION OF THESE DEVICES WITH THE ELECTRICAL CONTRACTOR. 15410 PLUMBING FIXTURES AND EQUIPMENT A. MANUFACTURERS: 1. WATER CLOSETS; AMERICAN STANDARD, CRANE, ELJER, KOHLER. 2. LAVATORIES; AMERICAN STANDARD, CRANE, ELJER, KOHLER. 3. ELECTRIC WATER COOLERS; ELKAY, HALSEY TAYLOR, HAWS, OASIS. 4. FAUCETS (LAVATORIES): AMERICAN STANDARD, CRANE, ELJER, KOHLER, DELTA, MOEN, CHICAGO FAUCET, ZURN. 5. SEATS: BEMIS, BENEKE, CHURCH, OLSONITE, SPERZEL. 6. CARRIERS: JOSAM, JONESPEC, J.R. SMITH, WADE, ZURN. 7. INSULATION LTY PRODUCTS. KITS: TRUEBRO, BROCAR, PLUMBEREX SPECIALTY RECEPTORS (ROOF /FLOOR DRAINS, FLOOR SINKS, ETC..) JOSAM, J.R. SMITH, WADE, ZURN. 9. FLOOR/WALL CLEANOUTS: JOSAM, J.R. SMITH, WADE, ZURN. 10. WATER HEATERS (INSTANTANEOUS): CHRONOMITE LABS, HATCO. B. PROVIDE BRACKETS, BRACES OR REINFORCING ANGLES AS REQUIRED IN ALL PARTITIONS NOT SUFFICIENT IN THEMSELVES TO SUPPORT PLUMBING FIXTURES OR OTHER WALL -HUNG EQUIPMENT. C. INSTALL EACH FIXTURE WITH CHROME PLATED, 17 GAUGE TUBING TRAP WITH CLEANOUT, EASILY REMOVABLE FOR SERVICING AND CLEANING. D. INSTALL COMPONENTS LEVEL, PLUMB AND SECURE. E. INSTALL AND SECURE FIXTURES IN PLACE WITH WALL CARRIERS AND BOLTS. F. SEAL FIXTURES TO WALL AND FLOOR SURFACES WITH SEALANT, COLOR TO MATCH FIXTURE. G. MOUNT LEVER CONTROL FOR HANDICAPPED WATER CLOSETS ON WIDE SIDE OF TOILET STALL. H. INSULATE WASTE AND SUPPLIES FOR ALL HANDICAPPED FIXTURES. 0 N FIXTURE PIPING CONNECTIONS IN ACCORDANCE WITH MINIMUM SIZES INDICATED I. R UGH I IN PLUMBING FIXTURE SCHEDULE ON DRAWINGS. J. REVIEW MILLWORK SHOP DRAWINGS. CONFIRM LOCATION AND SIZE OF FIXTURES AND OPENINGS BEFORE ROUGH -IN AND INSTALLATION. K. EXPOSED WATER PIPING CHROME PLATED BRASS. 15810 DUCTWORK RM WORK IN ACCORDANCE WITH SMACNA - HVAC DUCT CONSTRUCTION STANDARDS PERFORM I N TANDARDS METAL AND FLEXIBLE, UNLESS MORE STRINGENT REQUIREMENTS ARE NOTED IN LOCAL CODES. B. GALVANIZED STEEL DUCTS: ASTM A525 AND ASTM A527 GALVANIZED STEEL SHEET, LOCK- FORMING QUALITY, HAVING G60 ZINC COATING OF IN CONFORMANCE WITH ASTM A90. C. INSULATED FLEXIBLE DUCTS: 1. MANUFACTURERS: FLEX -AIRE, FLEXMASTER, NORFLEX, THERMAFLEX, WIREMOLD. 2. TWO PLY VINYL FILM SUPPORTED BY HELICALLY WOUND SPRING STEEL WIRE; FIBERGLASS INSULATION; POLYETHYLENE VAPOR BARRIER FILM. PRESSURE RATING: 10 INCHES WG POSITIVE AND 1.0 INCHES WG NEGATIVE. MAXIMUM VELOCITY: 4000 FPM. TEMPERATURE RANGE: -10 DEGREES F TO 160 DEGREES F. D. FABRICATE AND SUPPORT IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS - ..' •. • .e1 • i I E. INSTALLATION - GENERAL: 1. INSTALL AND SEAL DUCTS IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE, UNLESS MORE STRINGENT REQUIREMENTS ARE NOTED IN LOCAL CODES. DUCTWORK WHICH IS DESIGNED TO OPERATE AT PRESSURES ABOVE % INCH WATER COLUMN STATIC PRESSURE SHALL BE SEALED IN ACCORDANCE WITH STANDARD RS -18. EXTENT OF SEALING REQUIRED IS AS FOLLOWS: a. STATIC PRESSURE: Y INCH TO 2 INCHES; SEAL TRANSVERSE JOINTS. b. STATIC PRESSURE: 2 INCHES TO 3 INCHES; SEAL ALL TRANSVERSE JOINTS AND LONGITUDINAL SEAMS. c. STATIC PRESSURE: ABOVE 3 INCHES; SEAL ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS AND DUCT WALL PENETRATIONS. D P • U 0 'R _ -1 IV ' S. 0 " E• H ,. R SEALANT WHERE DUCTS ARE DESIGNED TO OPERATE AT STATIC PRESSURES OF 1 INCH W.C. OR GREATER. 3. SUPPORT DUCTWORK IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS -METAL AND FLEXIBLE, CHAPTER 4, HANGERS AND SUPPORTS. 4. PROVIDE FIRESTOP SYSTEMS FOR PIPE AND DUCT THROUGH - PENETRATIONS OF THE FOLLOWING FIRE - RESISTANCE -RATED ASSEMBLIES, INCLUDING BOTH EMPTY OPENINGS AND OPENINGS CONTAINING PENETRATING ITEMS: FLOOR AND CEILINGS, WALLS AND PARTITIONS, SMOKE BARRIERS, AND CONSTRUCTION ENCLOSED COMPARTMENTALIZED AREAS. 5. DUCT HANGERS SHALL NOT ATTACH TO BOTTOM CHORD OF STEEL JOIST OR METAL ROOF DECKING. ATTACH TO TOP CHORD OF STEEL JOIST. 6. CONNECT DIFFUSERS OR LIGHT TROFFER BOOTS TO LOW PRESSURE DUCTS DIRECTLY OR WITH 3 FEET MAXIMUM LENGTH OF FLEXIBLE DUCT HELD IN PLACE WITH STRAP OR CLAMP. F. PROTECTION: DURING CONSTRUCTION, PROVIDE TEMPORARY CLOSURES OF METAL OR TAPED POLYETHYLENE ON OPEN DUCTWORK TO PREVENT CONSTRUCTION DUST FROM ENTERING DUCTWORK SYSTEM. 15820 DUCTWORK ACCESSORIES A. FIRE DAMPERS: 1. MANUFACTURERS: AIR BALANCE, CESCO, GREENHECK, NAILOR, POTTORFF, PREFCO, RUSKIN, SAFE -AIR. 2. FABRICATE IN ACCORDANCE WITH NFPA 90A AND UL 555, AND AS INDICATED. B. INSTALL ACCESSORIES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, NFPA 90A, AND FOLLOW SMACNA HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE. C. INSTALL CONTROL DAMPERS FURNISHED IN SECTION 15906. D. BACK DRAFT DAMPERS: 1. MANUFACTURERS: AIR BALANCE, CESCO, GREENHECK, NAILOR, POTTORFF, RUSKIN, SAFE -AIR. 2. PROVIDE BACKDRAFT DAMPERS ON EXHAUST FANS OR EXHAUST DUCTS NEAREST TO OUTSIDE AND WHERE INDICATED. n 15840 VARIABLE VOLUME BOX A. FURNISH ELECTRONICALLY CONTROLLED, SINGLE DUCT, VARIABLE VOLUME AIR DISTRIBUTION ASSEMBLIES WITH ATTENUATOR OF THE CAPACITIES SCHEDULED. B. EACH ASSEMBLY SHALL BE PRESSURE INDEPENDENT. THAT IS, IT SHALL PROVIDE AIR FLOW REGULATION WITHIN +/- 50FPM, REGARDLESS OF DUCT PRESSURE FLUCTUATION, THROUGHOUT ITS ENTIRE RATED CFM RANGE. EACH ASSEMBLY SHALL RESET TO ANY AIR FLOW BETWEEN ZERO AND THE MAXIMUM CATALOGED CFM WITHOUT CHANGING ORIFICES OR OTHER PARTS. CFM LIMITERS WILL NOT BE ACCEPTED. C. AT AN INLET VELOCITY OF 2000 FPM, THE DIFFERENTIAL STATIC PRESSURE FOR ANY SIZE SHALL NOT EXCEED 0.15" WG FOR THE BASIC ASSEMBLY, OR 0.45' WITH THE SOUND ATTENUATOR ADDED. D. EACH BASIC ASSEMBLY SHALL CONTAIN AN ACOUSTICAL VORTEX SHEDDER. E. THE AIR DISTRIBUTION ASSEMBLY SHALL BE DESIGNED TO MAINTAIN ESSENTIALLY CONSTANT AIR FLOW REGARDLESS OF INLET FLOW VARIATIONS. A HARD DUCT ELBOW OF ANY ANGLE UP TO 90 DEGREES SHALL NOT ALTER THE MAXIMUM OR MINIMUM FACTORY AIR FLOW SETTING BY MORE THAN 10 %. F. THE ELECTRONIC AIR FLOW SENSOR SHALL BE INDEPENDENT OF DUCT AIR TEMPERATURES FROM 50 TO 120 F OVER A VELOCITY RANGE OF 0 -3000 FPM. G. THE ELECTRONIC CONTROLLER SHALL BE CALIBRATED AND THE FACTORY SET FOR THE MAXIMUM AND MINIMUM AIR FLOW RATES AS SCHEDULED. FIELD CALIBRATION AND READJUSTMENT SHALL BE PROVIDED FOR. THE CONTROLLER SHALL BE FITTED WITH AN EXTERNAL TERMINAL BOARD ON WHICH ALL FIELD CONNECTIONS ARE MADE. ALL TERMINALS SHALL BE CLEARLY LABELED. H. THE ELECTRONIC ROOM THERMOSTAT SHALL HAVE A SET POINT RANGE OF 65 TO 85 F AND A THROTTLING RANGE OF 2 F ± 20 %. I. THE ELECTRIC ACTUATOR SHALL EXERT POSITIVE FORCE IN BOTH THE OPENING AND CLOSING DIRECTIONS; SPRING RETURN TYPES WILL NOT BE ACCEPTED. THE ACTUATOR SHALL INCLUDE BUILT -IN LIMITS TO INTERRUPT THE CURRENT TO THE ACTUATOR AT THE STROKE LIMIT IN EACH DIRECTION. THE ACTUATOR SHALL BE ENERGIZED ONLY WHEN THE CONTROLLER SIGNALS A CHANGE IN DAMPER POSITION. THE ELECTRIC ACTUATOR SHALL BE VARIABLE SPEED, DC CONTROLLED. J. THE AIR DISTRIBUTION ASSEMBLY SHALL OPERATE ON A SINGLE OUTSIDE POWER SOURCE OF 6 WATTS, 60 HERTZ, 24 VOLTS AC + 15 %, - 10%. K. THE ASSEMBLY CASING SHALL BE CONSTRUCTED OF 22 GAUGE GALVANIZED STEEL INTERNALLY LINED WITH 1 INCH, 1 -1/2 POUND DENSITY FIBERGLASS INSULATION WHICH COMPLIES WITH U.L.. -181 AND NFPA 90A. L. THE DAMPER SHALL BE OF HEAVY GAUGE CONSTRUCTION WITH BLADES PIVOTED IN DELRIN SELF - LUBRICATING BEARINGS. THE BLADES SHALL SEAL WITH LESS THAN 2% LEAKAGE AT 3 INCHES SP, AS RATED BY AIR DIFFUSION COUNCIL TEST CODE 1062 R4. M. BASE BID SHALL BE AS MANUFACTURED BY TITUS, ALTERNATE ADD OR DEDUCT SHALL BE ACCEPTED AS MANUFACTURED BY CARNES. 15850 AIR OUTLETS AND INLETS A. GRILLES, REGISTERS AND DIFFUSERS: 1. MANUFACTURERS: ANEMOSTAT, KRUEGER, METALAIRE, NAILOR, PRICE, TITUS, TUTTLE & BAILEY. SECTION 15895 HVAC CLEANING SYSTEM A. SECTION INCLUDES 1. MECHANICAL CLEANING OF HVAC SYSTEMS TO INCLUDE THE REMOVAL OF DIRT, BACTERIA, FUNGI, DUST AND DEBRIS THAT HAS ACCUMULATED INSIDE THE DUCTS AND HVAC EQUIPMENT. 2. CLEANING OF ALL SUPPLY, RETURN, AND EXHAUST AIR DUCTWORK, DIFFUSERS, GRILLES AND REGISTERS. 3. CHEMICAL PRESSURE WASHING AND DECONTAMINATION OF ALL HEATING AND COOLING COILS. 4. DECONTAMINATION OF DAMPERS, SUPPLY AIR FANS, RETURN AIR FANS AND OTHER COMPONENTS. B. QUALITY ASSURANCE 1. SERVICES PROVIDED BY VENTILATION CLEANING CONTRACTOR CERTIFIED BY NATIONAL AIR DUCT CLEANERS ASSOCIATION (NADCA). 2. PERFORM HVAC SYSTEM CLEANING IN ACCORDANCE WITH NADCA STANDARD 1992 -01. C. CLEANING CHEMICALS 1. DEGREASER AS MANUFACTURED BY; ZEPF OR APPROVED SUBSTITUTION. 2. COIL CLEANER AS MANUFACTURED BY; RENEUZ OR APPROVED SUBSTITUTION. 3. SANITIZER AS MANUFACTURED BY; OXINE OR APPROVED SUBSTITUTION. D. VACUUM COLLECTION SYSTEM 1. HEPA FILTERED VACUUM RATED AT 4000 CFM AND ABLE TO MAINTAIN 1.5 INCHES OF STATIC PRESSURE INSIDE THE ISOLATED AREA OF DUCTWORK. 2. AIR COMPRESSOR CAPABLE OF PROVIDING A MINIMUM OF 160 PSI AT 26 CFM. 3. RBS -1500 ROTARY BRUSH SYSTEM FOR MECHANICALLY ANIC LY CLEANING ALL TYPES OF DUCTWORK AND VENTILATION SHAFTS E. EXAMINATION 1. VERIFY CONDITIONS AT SITE BEFORE COMMENCING WORK. F. PREPARATION 1. PROTECT ALL FURNISHINGS, EQUIPMENT, ETC. IN WORK AREA WITH POLYETHYLENE OR EQUIVALENT. 2. SEAL OFF ENDS AND OPENINGS OF ANY DUCTWORK, A Y TWORK, NOT BEING IMMEDIATELY WORK ON. 3. PROTECT ALL INTERNAL DUCT DEVICES SUCH AS TURNING VANES, COILS, FIRE DAMPERS, SENSORS, ETC., FROM COATING OVERSPRAY. 4. SUPPORT AND BRACE DUCTWORK WHICH WILL BE ENTERED BY PERSONNEL FOR DECONTAMINATION. 5, ISOLATE EQUIPMENT WHICH GENERATES NOISE FROM OCCUPIED AREAS. 6. MARK ALL AIR VOLUME CONTROL DAMPER POSITIONS PRIOR TO CLEANING AND RESTORE TO MARKED POSITION AT COMPLETION OF WORK. G. ACCESS DOORS 1. PROVIDE DUCT ACCESS DOORS FOR INSPECTION AND CLEANING BEFORE AND AFTER FILTERS, COILS, FANS, HUMIDIFIERS, DUCT MOUNTED SMOKE DETECTORS, AUTOMATIC DAMPERS, AT FIRE DAMPERS, COMBINATION FIRE AND SMOKE DAMPERS, AND ELSEWHERE AS INDICATED. PROVIDE MINIMUM 8 X 8 INCH SIZE FOR HAND ACCESS, 18 X 18 INCH SIZE FOR SHOULDER ACCESS, AND AS INDICATED. REVIEW LOCATIONS PRIOR TO FABRICATION. H. DUCTWORK 1. DETERMINE ACCESS POINTS TO FACILITATE CLEANING SECTION BY SECTION. 2. PROVIDE WITHIN THE DUCTWORK DISTRIBUTION SYSTEM, PROTECTIVE SEALS OF ANY AREAS DOWNSTREAM FROM RECEIVING PARTICULATES DURING THE INSTALLATION OF ACCESS POINTS. 3. CUT EXISTING EXTERIOR DUCT INSULATION AND DUCT TO PROVIDE AN ACCESS DOOR TO FACILITATE CLEANING. MAXIMUM SIZE OF ACCESS TO BE 22" X 22 ". 4. INSTALL VACUUM COLLECTION UNIT AT A PREDETERMINED LOCATION. CLEAN THE SECTION OF DUCTWORK WITH MULTI - DIRECTIONAL AIR NOZZLE AND PNEUMATICALLY POWERED ROTARY BRUSH SYSTEM. LARGE DUCTS WHICH ARE CRAWLABLE WILL BE AIR WASHED. 5. PRE - VACUUM DIFFUSERS, GRILLES, AND REGISTERS. REMOVE, CHEMICALLY WASH AND RE- SET. 6. MOVE VACUUM COLLECTION UNIT TO NEXT PREDETERMINED LOCATION AND REPEAT PROCESS. 15906 AUTOMATIC CONTROLS (VAV) A. THE TERMINAL UNIT MANUFACTURER SHALL PROVIDE PRESSURE INDEPENDENT ANALOG ELECTRONIC CONTROLS WHICH CAN BE RESET TO MODULATE AIRFLOW BETWEEN AND THE MAXIMUM CATALOGED CFM. B. THE TERMINAL UNIT SHALL INCORPORATE A MULTI - POINT, CENTER AVERAGING VELOCITY SENSOR. THE SENSOR MUST PROVIDE A MINIMUM DIFFERENTIAL PRESSURE SIGNAL OF 0.03"WG AT AN INLET VELOCITY OF 500FPM. THE SENSOR MUST PROVIDE CONTROL SIGNAL ACCURACY OF +/ -5 %, WITH THE SAME INLET SIZE AT ANY INLET CONNECTION. C. THE VELOCITY CONTROLLER SHALL HAVE A CONSTANT 2 °F RESET SPAN REGARDLESS OF MINIMUM AND MAXIMUM AIR FLOW LIMITS. THE CONTROLLER SHALL ALLOW FLOW ADJUSTMENTS TO BE MADE AND MONITORED FROM MATCHED THERMOSTAT. IN ADDITION, THE THERMOSTAT SHALL PROVIDE A LIVE VELOCITY READOUT TERMINAL. THE THERMOSTAT SHALL HAVE CONCEALED COVER LATCHES AND TEMPERATURE SETPOINT SLIDERS TO PREVENT TAMPERING, VELOCITY CONTROLLER AND THERMOSTAT ARE BY TERMINAL MANUFACTURER. D. CONTROL DEVICES SHALL BE FACTORY SET FOR THE SCHEDULED MINIMUM AND MAXIMUM FLOW RATES. VELOCITY MEASURING POINTS WILL BE INTEGRATED WITH THE THERMOSTAT FOR FIELD BALANCING AIRFLOW. ALL PNEUMATIC TUBES SHALL BE UL LISTED FIRE RETARDANT (FR) TYPE. EACH TERMINAL SHALL BE EQUIPPED WITH LABELING SHOWING UNIT LOCATION, SIZE, AND MINIMUM AND MAXIMUM CFM SETPOINTS. E. THE TERMINAL MANUFACTURER SHALL PROVIDE A 24 VAC REVERSIBLE DAMPER ACTUATOR. THE ACTUATOR SHALL BE A DIRECT- COUPLED, SHAFT - MOUNTED TYPE WITHOUT EXTERNAL LINKAGES. A MAGNETIC CLUTCH AND LINKAGE RELEASE BUTTON SHALL BE INTEGRAL TO THE ACTUATOR. THE DAMPER SHALL BE FACTORY SET IN AN OPEN POSITION. F. THE TERMINAL MANUFACTURER SHALL PROVIDE A CLASS 2, 24 VAC CONTROL VOLTAGE TRANSFORMER WITH INTERNAL CURRENT LIMITING PROTECTION. ALL CONTROLS SHALL BE INSTALLED IN APPROVED NEMA 1 ENCLOSURE. ALL COMPONENTS MUST BE COMPATIBLE FOR USE WITH GROUNDED CONTROL CIRCUITS PER UL 995. -• - THERMOSTATIC CONTROLS SHALL BE CAPABLE OF A DEADBAND OF AT LEAST 5 DEGREES F WITH WHICH THE SUPPLY OF HEATING AND COOLING ENERGY TO THE ZONE IS SHUT OFF OR REDUCED TO A MINIMUM. HVAC SYSTEMS SHALL BE EQUIPPED WITH AUTOMATIC CONTROLS CAPABLE OF ACCOMPLISHING A REDUCTION OF ENERGY USE THROUGH CONTROL SETBACK 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. •F •" ` • I IC T: COOLING CYCLE - OCCUPIED HOURS: UPON A RISE IN SPACE TEMPERATURE ABOVE THE OCCUPIED SETPOINT OF THE THERMOSTAT, THE VAV BOX SHALL MODULATE THE PRIMARY AIR AS REQUIRED TO MAINTAIN SPACE TEMPERATURE AT THE THERMOSTAT SETPOINT. 2. HEATING CYCLE - OCCUPIED HOURS: UPON D BELOW DROP IN SPACE TEMPERATURE ELOW THE OCCUPIED HEATING SETPOINT OF THE THERMOSTAT, THE VAV BOX SHALL MODULATE TO DECREASE PRIMARY AIRFLOW DOWN TO THE MINIMUM AIRFLOW AND THE ELECTRIC HEATING COIL SHALL CYCLE AS REQUIRED TO MAINTAIN SPACE TEMPERATURE AT THE THERMOSTAT SETPOINT. 3. COOLING CYCLE - UNOCCUPIED HOURS: UPON A RISE IN NIGHT SETBACK SPACE TEMPERATURE ABOVE THE UNOCCUPIED COOLING SETPOINT OF THE THERMOSTAT, THE VAV BOX SHALL MODULATE AS REQUIRED TO MAINTAIN SPACE TEMPERATURE AT THE THERMOSTAT SETPOINT. 4. HEATING CYCLE - UNOCCUPIED HOURS: UPON A DROP IN NIGHT SETBACK SPACE TEMPERATURE BELOW THE UNOCCUPIED HEATING SETPOINT OF THE THERMOSTAT, THE VAV BOX SHALL MODULATE TO DECREASE PRIMARY AIRFLOW DOWN TO THE MINIMUM AIRFLOW AND THE ELECTRIC HEATING COIL SHALL CYCLE AS REQUIRED TO MAINTAIN SPACE TEMPERATURE AT THE THERMOSTAT SETPOINT. 15950 TESTING, ADJUSTING, AND BALANCING A. WORK INCLUDES 1. TESTING, ADJUSTMENT, AND BALANCING OF NEW AND EXISTING AIR SYSTEMS. 2. MEASUREMENT OF FINAL OPERATING CONDITION OF HVAC SYSTEMS. B. SERVICES PROVIDED BY QUALIFIED PERSONNEL OF MECHANICAL CONTRACTOR OR INDEPENDENT QUALIFIED TESTING AND BALANCING AGENCY. C. PERFORM TOTAL SYSTEM BALANCE IN ACCORDANCE WITH AABC NATIONAL STANDARDS FOR FIELD MEASUREMENT AND INSTRUMENTATION, TOTAL SYSTEM BALANCE OR NEBB PROCEDURAL STANDARDS FOR TESTING, BALANCING AND ADJUSTING OF ENVIRONMENTAL SYSTEMS. D. VERIFY THAT SYSTEMS ARE COMPLETE AND OPERABLE BEFORE COMMENCING WORK. E. AIR HANDLING SYSTEMS: ADJUST TO WITHIN PLUS OR MINUS 5 PERCENT OF DESIGN FOR SUPPLY SYSTEMS AND PLUS OR MINUS 10 PERCENT OF DESIGN FOR RETURN AND EXHAUST SYSTEMS. ADJUST OUTSIDE TO WITHIN 0 TO PLUS TSIDE AIR PL S 10 PERCENT OF DESIGN. F. AIR OUTLETS INLETS: ADJUST AND IN T TOTAL TO WITHIN PLUS 10 PERCENT AND MINUS 5 PERCENT OF DESIGN TO SPACE. ADJUST OUTLETS AND INLETS IN SPACE TO WITHIN PLUS OR MINUS 10 PERCENT OF DESIGN. G. ADJUST AIR HANDLING AND DISTRIBUTION SYSTEMS TO PROVIDE REQUIRED OR DESIGN SUPPLY, RETURN, OUTSIDE AIR, AND EXHAUST AIR QUANTITIES. H. TEST EXISTING SUPPLY, RETURN AND EXHAUST T SYSTEMS TO BE MODIFIED PRIOR TO CONSTRUCTION. RESET EXISTING BRANCHES SERVING AREAS OF NO WORK TO CONDITIONS PRIOR TO CONSTRUCTION. BALANCE BRANCHES SERVING REMODELED AREAS, TO NEW CONDITIONS. I. SUBMIT COPIES OF T &B REPORT TO LANDLORD, OWNER, AND ENGINEER. PO-O% JAN 0 4 2008 PERMIT CENTER DATE: 11/21/01 JOB NO: 01- 3201.62 DRAWN: APG CHECKED: KEW 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 J Co M W W CD M CO W N � U Q Z W W O W (D '^ TT V / �.. --., 0D O K) co w C!) (I) COMPL TION REQUIREME TS A. REFER TO NREC SECTION 1416 AND THE BUILDING COMMISSIONING GUIDELINES, PUBLISHED BY THE BUILDING COMMISSIONING ASSOCIATEION, FOR COMPLETE TEXT AND GUIDELINES FOR BUILDING COMPLETION AND COMMISSIONING REQUIREMENTS. HALLBERG ENGINEERING dechanical /Electrical Consulting Engineers 1750 Commerce Court, White Bear Lake, MN 55110 (651) 748 -1100 • Fax (651) 748 -9370 REVISIONS 4,, , : , ?1 )14 FKE`3r s g "t /O'' MECHANICAL SPECIFICATIONS SHEET NUMBER M3 ELECTRICAL SYMBOLS LIGHT FIXTURE DESCRIPTION MOUNTING WIRING DEVICE DESCRIPTION MOUNTING COMMUNICATIONS DESCRIPTION MOUNTING Mounting: Surface Main: MCB 150A RECEPTACLE OPTIONS DENOTED BY "X ", WHERE "X" CAN BE ONE OF THE FOLLOWING: IG = ISOLATED GROUND GFl = GROUND FAULT INTERRUPTER TR = TAMPER RESISTANT SS = SURGE SUPPRESSOR WP = WEATHERPROOF (blank) = STANDARD RECEPTACLE x SIMPLEX RECEPTACLE, NORMAL POWER 18" D©Ix DUPLEX RECEPTACLE, NORMAL POWER 18" D=I x DUPLEX RECEPTACLE, UPS POWER 18" *0 x DUPLEX RECEPTACLE, EMERGENCY POWER 18" X FOURPLEX RECEPTACLE 18" X 0 FLOOR OUTLET BOX, POWER, VOICE AND /OR DATA Ed 0 SPECIAL PURPOSE RECEPTACLE, 18" WITH NEMA CONFIGURATION NOTED PS -A MULTIOUTLET ASSEMBLY, REFER TO SPEC KI INTERCOM - DESK 18" KI W INTERCOM - WALL 54" 4 TELEPHONE - DESK 18" I® W TELEPHONE - WALL 54" I41 H HOUSE PHONE 54" 141 VOICE /DATA OUTLET 18" 1 OUTLET (REFER TO SPEC.) 18" HID BELL 80" Fla BUZZER 80" CHIME 80" HE TELEVISION RECEIVER 18" M I� MICROPHONE OUTLET 18" LINE LEVEL OUTLET 18" VOLUME CONTROL, ZONE 46" FE NUMBER INDICATED P 1 PROJECTOR OUTLET 18 " I-[c] Es EFFECTS SPEAKER OUTLET RC REMOTE CONTROL HD MS MONITOR SPEAKER OUTLET SR IHi, SOUND REINFORCEMENT OUTLET 6 " BFC AT ® SPEAKER, CEILING MOUNTED WITH TYPE AND ZONE NUMBER INDICATED (REFER TO SPECIFICATION FOR TYPE) ®AT SPEAKER, WALL MOUNTED WITH RD AT AND ZONE NUMBER INDICATED (REFER TO SPECIFICATION FOR TYPE) ©A SPEAKER RE- ENTRANT HORN WITH ZONE NUMBER INDICATED CB ■INII SURFACE FLUORESCENT, NORMAL POWER SURFACE FLUORESCENT, EMERGENCY POWER RECESSED FLUORESCENT, NORMAL POWER RECESSED FLUORESCENT, A �. C I 0 NO. =Kr EMERGENCY POWER F WALL MOUNTED EXIT SIGN, SHADING 96" AFF INDICATES THE ILLUMINATED FACES or 8" BFC ® CEILING MOUNTED EXIT SIGN, SHADING INDICATES THE ILLUMINATED FACES /I BATTERY PACK, NORMAL POWER 96" AFF N or 8" BFC �• BATTERY PACK, EMERGENCY POWER 96" AFF or 8" BFC • POLE, BASE AND FIXTURE(S). CIRCLES •• • INDICATE # OF HEADS PER POLE, • NORMAL POWER 4. POLE, BASE AND FIXTUREO S . CIRCLES INDICATE # OF HEADS PER POLE, EMERGENCY POWER I-c WALL MOUNTED FIXTURE AND BRACKET, NORMAL POWER I-0 WALL MOUNTED FIXTURE AND BRACKET, EMERGENCY POWER FOR TYPE AND RECEPTACLE SPACING 1__J DISCONNECT SWITCH, NON -FUSED E J DISCONNECT SWITCH, FUSED MS MOTOR STARTER SWITCH WITHOUT 54" OVERLOAD PROTECTION Mss MOTOR STARTER SWITCH WITH Imo" OVERLOAD PROTECTION 54" EF - MAGNETIC MOTOR STARTER WITH " EQUIPMENT NUMBER INDICATED EF - COMBINATION MOTOR STARTER AND FUSED DISCONNECT WITH EQUIPMENT NUMBER INDICATED ICEI STRIP FIXTURE, NORMAL POWER COD STRIP FIXTURE, EMERGENCY POWER 0 SURFACE MOUNTED DOWNUGHT, NORMAL POWER • SURFACE MOUNTED DOWNLIGHT EMERGENCY POWER RECESSED DOWNLIGHT, 0 NORMAL POWER RECESSED DOWNLIGHT, O EMERGENCY POWER -0 RECESSED WALL WASHER, NORMAL POWER _0 RECESSED WALL WASHER, EMERGENCY POWER V V TRACK FIXTURES AND TRACK ' 1 AHU EQUIPMENT TAG (REFER TO EQUIPMENT SCHEDULE) 1 208/120 VOLT PANELBOARD r A 480/277 VOLT PANELBOARD FIRE ALARM DESCRIPTION MOUNTING 20/1 TERMINAL CABINET F X FIRE ALARM DEVICE, WHERE "X" CAN BE ONE OF THE FOLLOWING: (blank) FIRE ALARM MANUAL PULL STATION 46" K FIRE ALARM MANUAL KEYED STATION 46" I IONIZATION DETECTOR H THERMAL DETECTOR P PHOTOELECTRIC SMOKE DETECTOR DS DUCT SMOKE DETECTOR FL SPRINKLER VALVE FLOW SWITCH B -T BEAM DETECTOR, TRANSMITTER B -R BEAM DETECTOR, RECOVER RB ROTATING BEACON MM MONITOR MODULE CM CONTROL MODULE D MAGNETIC DOOR HOLDER MR SHUTTER /ROLLING DOOR RELEASE TS DUCT DETECTOR REMOTE TEST STATION 80" VDT VIDEO DISPLAY TERMINAL & KEYBOARD PR SYSTEM EVENT PRINTER FIRE ALARM HORN 80" �� F • FIRE ALARM SPEAKER 80" F ' FIRE ALARM STROBE 80 " • H F FIRE ALARM HORN WITH STROBE 80" • MH Ill ill FIRE ALARM MINI -HORN WITH STROBE 80" • F • FIRE ALARM SPEAKER WITH STROBE 80" 4 F FIREFIGHTER PHONE JACK 46" F FIRE ALARM BELL 80" I FIRE ALARM CHIME 80" I FIRE ALARM CHIME WITH STROBE 80" EF -g SPRINKLER VALVE POSITION SWITCH ASSEMBLY, NORMAL POWER V V TRACK FIXTURES AND TRACK ANNUNCIATOR PANEL ASSEMBLY, EMERGENCY POWER Ix SWITCH, WHERE "X" CAN BE 46" ONE OF THE FOLLOWING: 2 = DOUBLE POLE 3 = THREE WAY 4 = FOUR WAY K = KEYED LV = LOW VOLTAGE MC = MOMENTARY WITH RTC OS = OCCUPANCY SENSOR (blank) = SINGLE POLE F ooW DIMMER SWITCH, OPERATING 46" WATTAGE INDICATED SWITCH WITH PILOT LIGHT 46" x x „ " Fig r: OCCUPANCY SENSOR, WHERE "Y" IS Y Y THE RATED AREA OF COVERAGE AND "X" IS ONE OF THE FOLLOWING: DT = DUAL TECHNOLOGY US = ULTRASONIC PIR = PASSIVE INFRARED MISCELLANEOUS DESCRIPTION MOUNTING F® JUNCTION BOX, RECESSED WALL 0 JUNCTION BOX, RECESSED CEILING or CLOCK, WALL MOUNTED 8" BFC © CLOCK, CEILING MOUNTED -Q UNE VOLTAGE THERMOSTAT 58" I-E PUSHBUTTON 46" I- EPO EMERGENCY POWER OFF PUSHBUTTON 46" TIME SWITCH I� FE CONTACTOR BRANCH CIRCUITING LP -1 -1 PANEL NAME DESIGN PRESENTATION DESCRIPTION * NUMBER(S) O KEY NOTE, REFER TO LIST OF KEY NOTES ON THE SAME PLAN 1 FEEDER NOTE, REFER TO FEEDER SCHEDULE ON THE SAME PLAN A DRAWING REVISION NOTE CONCEALED RACEWAY �- '". RACEWAY INSTALLED IN FLOOR OR BELOW FINISHED GRADE 1,3,5 CIRCUIT CONDUCTOR / GROUND /� NEUTRAL CONDUCTOR PHASE CONDUCTORS 3/4" # N. CONDUIT AND WIRE SIZE (1/2" C, 2 #12, UNLESS NOTED OTHERWISE) LIGHT FIXTURE DESIGNATOR, REFER TO LIGHT A SCHEDULE FOR TYPE AND VOLTAGE (� / \ EXPOSED RACEWAY � ------ -ts ) RACEWAY UP ---■. RACEWAY DOWN a CIRCUIT NUMBER SWITCH LEG ELECTRICAL SHEET INDEX � X --,...,„ CONDUIT STUB, BUSHED AND CAPPED UNDERFLOOR DUCT, POWER AND EQ ELECTRICAL TITLE SHEET & PANEL SCHEDULES El LIGHTING PLAN E2 POWER PLAN E3 ELECTRICAL DETAILS E4 ELECTRICAL SPECIFICATIONS -- COMMUNICATIONS RACEWAYS PANEL LA Location: Stockroom A.I.C. 10,000 208/120 Volt, 30, 4w Mounting: Surface Main: MCB 150A Circuit Description KVA CB NO. HL A B C HL NO. CB KVA Circuit Description EXIT /EM /NL 0.4 20/1 1 * X HVAC 27.9 * 2 20/1 1.2 SIGN STOREFRONT LIGHTING 0.5 20/1 3 4 X 9.3 * 4 20/1 1.8 TRACK LIGHTING PERIMETER LIGHTING 0.7 20/1 5 7 X X 6 20/1 1.8 TRACK LIGHTING PERIMETER LIGHTING 0.7 20/1 7 9 X X * 8 20/1 1.2 TRACK LIGHTING PERIMETER LIGHTING 0.8 20/1 9 11 X X 10 20/1 1.2 TRACK LIGHTING FITTING ROOM LIGHTING 0.2 20/1 11 13 X X 12 20/1 1.8 TRACK LIGHTING CASH WRAP LIGHTING 0.4 20/1 13 * X X 14 20/1 1.8 TRACK LIGHTING REAR COVE LIGHTING 0.8 20/1 15 * X X 16 20/1 1.8 TRACK LIGHTING SPARE 0.6 20/1 17 C 27.5 DESIGN DEMAND KVA: 78.0 DESIGN DEMAND AMPS: 93.9 X 18 20/1 1.5 TRACK LIGHTING SPARE 0.6 20/1 19 * X * 20 20/1 1.2 TRACK LIGHTING TOILET LTG /FAN 0.4 20/1 21 X 22 20/1 1.2 TRACK LIGHTING STOCKROOM LIGHTING 0.6 20/1 23 * X 24 20/1 0.2 SPARE SPACE 0.1 20/1 25 * X 26 20/1 1.3 SPACE SPACE 0.2 20/1 27 * X 28 20/1 0.7 SPACE SPACE 20/1 29 X 30 20/1 0.7 SPACE SPACE 1.5 20/1 31 * X 32 20/1 SPACE SPACE 20/1 33 X 34 20/1 SPACE SPACE 20/1 35 X 36 SPACE PANEL LB 6.1 100/3 37 * X _ 38 SPACE 5.3 39 X 40 SPACE 3.3 41 SPACE SPACE X 42 SPACE CONNECTED KVA: 36.7 CONNECTED AMPS: 115.0 A 13.0 B 13.8 C 9.9 DESIGN DEMAND KVA: 36.3 DESIGN DEMAND AMPS: 100.8 SPACE PANEL LB Location: Stockroom A.I.C. 10,000 208/120 Volt, 3o, 4w Mounting: Surface Main: MLO 125A Circuit Description KVA CB NO. HL A B C HL NO. CB KVA Circuit Description BACK WRAP RECEPTACLES 0.4 20/1 1 * X HVAC 27.9 * 2 20/1 0.4 CASH REGISTER SALES RECEPTACLES 0.8 20/1 3 4 X 9.3 * 4 20/1 0.4 CASH REGISTER SALES RECEPTACLES 0.8 20/1 5 7 X X 6 20/1 0.4 CASH REGISTER SPARE IWH -1 20/1 7 9 X X * 8 20/1 0.4 CASH REGISTER SHOW WINDOW RECEPTACLES 0.2 20/1 9 11 X X 10 20/1 0.4 CASH REGISTER (SEASONAL) SHOW WINDOW RECEPTACLES 0.2 20/1 11 13 X X 12 20/1 0.4 CASH REGISTER (SEASONAL) MANAGER'S DESK 0.8 20/1 13 * X X 14 20/1 0.4 CASH WRAP RECEPTACLES MANAGER'S DESK 0.8 20/1 15 * X X 16 20/1 0.8 CASH WRAP RECEPTACLES STOCKROOM RECEPTACLES 0.6 20/1 17 C 27.5 DESIGN DEMAND KVA: 78.0 DESIGN DEMAND AMPS: 93.9 X 18 20/1 SPARE WATER COOLER 0.6 20/1 19 * X * 20 20/1 0.2 SECURITY TOILET RECEPTACLES 0.4 20/1 21 X 22 20/1 0.6 FITTING ROOM DOORS SPARE 20/1 23 X 24 20/1 0.2 STOREFRONT GRAPHIC BOXES TIME CLOCK 0.1 20/1 25 * X 26 20/1 1.3 BACK WRAP GRAPHIC BOX PHONE BOARD 0.2 20/1 27 * X 28 20/1 0.7 PERIMETER GRAPHIC BOX SPARE 20/1 29 X 30 20/1 0.7 PERIMETER GRAPHIC BOX REFRIGERATOR / MICROWAVE 1.5 20/1 31 * X 32 20/1 SPARE SPARE 20/1 33 X 34 20/1 SPARE SPARE 20/1 35 X 36 SPACE SPACE 37 X _ 38 SPACE SPACE 39 X 40 SPACE SPACE 41 X 42 SPACE CONNECTED KVA: 14.7 CONNECTED AMPS: 50.8 A 6.1 B 5.3 C 3.3 DESIGN DEMAND KVA: 14.6 DESIGN DEMAND AMPS: 40.4 PANEL HA Location: Stockroom A.I.C. 14,000 480/277 Volt, 30, 4w Mounting: Surface Main: MLO 225A Circuit Description KVA CB NO. HL A B C HL NO. CB KVA Circuit Description VAV -1 9.3 45/3 1 * X HVAC 27.9 * 2 70/3 13.0 45 KVA TRANSFORMER 9.3 3 TOTAL KVA: X 4 13.8 9.3 5 93.9 X 6 9.9 SPARE SERVICE AMPS: 20/1 7 X 8 SPACE IWH -1 8.3 40/1 9 X 10 SPACE IWH -2 8.3 40/1 11 X 12 SPACE SPACE 20/1 13 X 14 SPACE SPACE 20/1 15 X 16 SPACE SPACE _ 20/1 17 X 18 SPACE CONNECTED KVA: 81.2 CONNECTED AMPS: 113.4 A 22.3 B 31.4 C 27.5 DESIGN DEMAND KVA: 78.0 DESIGN DEMAND AMPS: 93.9 LOAD SUMMARY CONNECTED KVA DESIGN FACTOR DESIGN DEMAND KVA LIGHTING 8.4 0.95 8.0 TRACK LIGHTING 15.3 1.0 15.3 RECEPTACLES 5.8 1.0 5.8 SIGN 1.2 1.0 1.2 WATER HEATER 16.6 1.0 16.6 HVAC 27.9 0.9 25.1 MISCELLANEOUS 6.0 1.0 6.0 TOTAL KVA: 81.2 78.0 TOTAL AMPS: 97.7 93.9 SERVICE KVA: 78.0 1.25 97.5 SERVICE AMPS: 117.3 BALANCE PHASE LOADS TO WITHIN 10% OF EACH OTHER. (*) INDICATES BREAKER TO BE LOCKED ON. BALANCE PHASE LOADS TO WITHIN 10% OF EACH OTHER. ( *) INDICATES BREAKER TO BE LOCKED ON. BALANCE PHASE LOADS TO WITHIN 10% OF EACH OTHER. ( *) INDICATES BREAKER TO BE LOCKED ON. DooP) o JAN 0 4 2008 DATE: JOB NO: 01- 3201_62 DRAWN: DJQ CHECKED: KLS /JIB 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 7- m 0 (1) • L. 0 Pie' sg 9 GLNTEh 11/21/01 cct a • A 1 a I A 2 1 CO CC 00 MM HALLBERG ENGINEERING Mechanical /Electrical Consulting Engineers 1750 Commerce Court, White Bear Lake, MN 55110 (651) 748 -1100 • Fax (651) 748 -9370 REVISIONS ELECTRICAL'I'I'I'LE SHEET & DETAILS SHEET NUMBER EO L I G H T I N G F I X T U R E S C H E D U L E SYMBOL TYPE MFR. PRODUCT NO. FINISH DESCRIPTION LAMPING MTG. METHOD MTG. HGT. VOLTS COMMENTS T# TRACK JUNO T8WH -8', T12WH -12' WHITE SURFACE MNTD TRACK - -- CEILING 12' -0" 120 T# = TRACK LENGTH, REFER TO ELECTRICAL DWGS. FOR TRACK LENGTHS; SURFACE MOUNTED; 1 CIRCUIT TRACK A CON -TECH RAN3520MHX3 -BP2 WHITE RECESSED STORE FRONT ACCENT (3) 39W MH PAR20 RECESSED 12' -D" 120 RECESSED ADJUSTABLE ACCENT CLUSTER; ELECTRONIC BALLAST. SEE 4/A5 FOR TENTING. 00 B JUNO SP3019WH WHITE ACCENT (1) 39W MH PAR20 TRACK 12' -0" 120 TRACK MOUNTED SINGLE LAMP ADJUSTABLE ACCENT FIXTURE; ELECTRONIC BALLAST C LIGHTOLIER 4X9142HU /4X9PLCCDW WHITE RECESSED SALES FLOOR ACCENT (1) CF42DT /E /IN835 RECESSED 12' -O" 120 RECESSED ADJUSTABLE ACCENT CLUSTER; ELECTRONIC BALLAST. SEE 5/A5 FOR TENTING. F BROAN- NUTONE 680 WHITE FAN /LIGHT (1) 100 WATT INCAND. SURFACE CLG. HGT. 120 `1 G A +L 4W -KD -T8 -2x32 WHITE STRIP LIGHT (2) 32W T8 3500K SURFACE CLG. HOT. 120 MOUNTING COMPONENTS FURNISHED & INSTALLED BY G.C. H A +L SS /SID- 1F32T8 -48" WHITE STRIP LIGHT (1) 32W T8 3500K SURFACE COVE 120 ONE LAMP STAGGERED FLUORESCENT STRIP FIXTURE IN PERIMETER COVE I J LAMAR B- C- 2- 17- E8 -1 -5 1/4 "X24" CHROME STRIP LIGHT (2) 17W T8 3500K WALL MOUNT 9' -4" 120 2' -0" SURFACE MOUNTED FLUORESCENT FIXTURE IN FITTING ROOM J -1 LAMAR B- C- 1- 32- E8 -1 -4 1/4"X48" /4 "X48" CHROME STRIP LIGHT (1) 32W T8 3500K WALL MOUNT 9' -4" 120 4' -0" SURFACE MOUNTED FLUORESCENT FIXTURE IN FITTING ROOM ' 0 L FOCUS CDL- 38- NL- EC -BLT BLACK BAMBOO FIXTURE LIGHT (1) 90PAR /HIR /SPI2XL LAMP IN FIXTURE 120 UPLIGHT LAMP HARDWIRE TO RECESSED JUNCTION BOX IN FLOOR M A +L SS/SID-1E401 WHITE PERIMETER FIXTURE (1) 40W T8 3500K SURFACE 10' -2" /COVE 120 SURFACE MOUNTED FLUORESCENT BARE LAMP ACCENT STRIP; ELECTRONIC BALLAST N HERA LIGHTING ES59BFPI -WW /BC -AERO WHITE SHELF ACCENT LIGHTING (1) 35W T5 SURFACE IN FIXTURE 120 SURFACE MOUNTED FLUORESCENT STRIP; ELECTRONIC BALLAST 1—..-1 P A +L SIG- 2- F17 -T8 WHITE STRIP LIGHT (2) 17W T8 3500K FACTORY MOUNTED CASH WRAP 120 SURFACE STAGGERED MOUNTED FLUORESCENT STRIP IN CASHWRAP COUNTER; ELECTRONIC BALLAST I t -03fr R CON -TECH RA8142HEMV- (1)42W TIT- CTR8427H -P -WMT WHITE ENTRY DOWNLIGHT (1) 42W TTT RECESSED BLK. HD. HEIGHT 120 RECESSED EXTERIOR DOWNLIGHT ® W NAVILITE NXPB3RWH WHITE EXIT LIGHT INCLUDED WALL OR CEILING - -- 120 *SEE ELEVATIONS FOR STOREFRONT EXIT SIGN MTG. HOT. VV W1 NAVILITE N1WH WHITE EMER. LIGHT INCLUDED WALL 11' -3" DUAL - -- W2 LIGHTALARMS 12PM36 -2(12) WHITE RECESSED EMER. LIGHT , MR16 -12W CEILING 12' -0" 120 COMPLETE SELF- CONTAINED UNIT WITH AUTOMATIC DOOR OPERATION TRACK LIGHT FIXTURE SURFACE MOUNTED LIGHTING TRACK. MOUNTED TO GYP. BD. CEILING WITH TOGGLE BOLTS, SEE LIGHTING DRAWINGS FOR MORE INFORMATION GYP. BD. CEILING SUSPENSION SYSTEM � TRACK HANGING DETAIL NTS PAINTED GYP. BD. CEILING 114" = 1'-0" LIGHTING PLAN NOTE:_ PER GOVERNING CODE, FURNISH AND INSTALL SELF CONTAINED BATTERY PACK EMERGENCY LIGHTING THROUGHOUT THE DEMISED PREMISES INCLUDING THE TOILET ROOMS. STOREFRONT SIGNAGE AND LIGHTING TIME CLOCKS SHALL BE SET TO MALL'S OPERATING HOURS. TENANT SHALL INSTALL RECESSED LIGHTING IN CEILING AND DOOR BELL LOCATED AT 3' -6" ABOVE FINISHED FLOOR AT TENANT REAR ACCESS DOOR ALCOVE. A. B. GENERAL NOTES OS vO% ELECTRICAL CONTRACTOR TO REFER TO ARCHITECTURAL DRAWINGS FOR ALL LIGHT FIXTURE LOCATIONS. CONTRACTOR SHALL COMPLETELY REMOVE ALL EQUIPMENT, PANELBOARDS, DEVICES, FIXTURES, WIRING, CONDUIT, ETC. AND ALL ASSOCIATED SUPPORTS, BRACING, PADS, ETC. NOT BEING REUSED OR SHOWN TO REMAIN WHETHER IN THE DEMISED SPACE, ON THE ROOF OR OTHERWISE LOCATED OUTSIDE OF THE DEMISED SPACE. DO NOT ABANDON IN PLACE. KEY NOTES <> PROVIDE J -BOX AND WHIP FOR STORE SIGN. SIGN UL#,E68384. SEE SPECIFICATIONS ON SHEET E4. COORDINATE THE EXACT REQUIREMENTS WITH SIGN VENDOR. O 2 PROVIDE CONNECTION TO CEILING EXHAUST FAN /LIGHT COMBINATION. FAN AND LIGHT TO BE CONTROLLED BY COMMON SWITCH. ELECTRICAL SERVICE EQUIPMENT LOCATION. REFER TO SHEET E3, POWER RISER DIAGRAM AND PANELBOARD SCHEDULES. • THE STOREFR TIME CLOCK. kCLIME CLOCK SHALL BE SET TO MALLS OPERATING HOURS. O SPEAKER AND WIRING PROVIDED BY AEROPOSTALE'S VENDOR. ONLY IF REQUIRED BY MALL STANDARDS OR LOCAL CITY /BUILDING CODES, TENANT'S E.C. SHALL INSTALL 3/4" CONDUIT WITH PULLSTRING FROM EACH SPEAKER LOCATION TO A POINT DETERMINED BY AUDIO SUPPLIER AND BACK TO MANAGER'S DESK. COORDINATE EXACT SPEAKER TYPE, QUANTITIES AND LOCATIONS PRIOR TO ROUGH -IN. O COORDINATE EXACT LIGHT FIXTURE QUANTITIES, LOCATIONS AND CONNECTION REQUIREMENTS PRIOR TO BID. REFER TO ARCHITECTURAL DETAILS AND ELEVATIONS. O PROVIDE (2)DUPLEX RECEPTACLES MOUNTED VERTICALLY WITHIN FIXTURE, (1)DUPLEX AT 44i" AND (1)DUPLEX AT 79" A.F.F. FOR SHELF LIGHTING. COORDINATE EXACT MOUNTING LOCATION AND REQUIREMENTS WITH FIXTURE SUPPLIER. REFER TO ARCHITECTURAL DETAILS. 4 :: REFER TO POWER PLAN SHEET E2 FOR POWER REQUIREMENTS AND LIGHT FIXTURES AT THIS LOCATION. O LIGHT FIXTURES (N) TO BE PLUGGED INTO RECESSED MOUNTED RECEPTACLE? REFER TO ARCHITECTURAL DETAILS. AA Pp/R 0 A 1D LIGHT FIXTURE TYPES 'M' AND 'H' IN THIS AREA ARE SURFACE MOUNTED QUIRED FLUORESCENT STRIPS AT DECORATIVE ACCENT COVE WITH BLUE SLEEVE, GAM COLOR = #T740 OFF BLUE. 0 > NOT USED. / I \ 12 PROVIDE MOMENTARY CONTACT SWITCHES 'MC1' AND MC2'. SWITCH 'MC1' SHALL CONTROL (Cl) LIGHTING CIRCUITS LA- 5,7,9,11,13,15. SWITCH 'MC2' SHALL CONTROL (C2) LIGHTING CIRCUITS LA- 4,6,8,10,12,14,16,18,20,22. DATE: 11/21/01 JOB NO: 01-3201.62 DRAWN: DJQ CHECKED: KLS /JRP 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 CO J W W 0 CO w al N U W wwa 0_ I 1 , n i t CO (J) () HALLBERG ENGINEERING Mechanical /Electrical Consulting Engineers 1750 Commerce Court, White Bear Lake, MN 55110 (651) 748 -1100 • Fax (651) 748 -9370 FLL JAN 04 2008 REVISIONS LIGHTING PLAN SHEET NUMBER El HA -11 AV -1 - 1,3,5 4"C —3 #8 60r 75cd HA LB -22 1/4" = 1' -0" 36 LB -27 LB -25 r tb LB -17 POWER PLAN IG LB -13 LB -15 n 75cd LB -17 LB -17 MD LB -22 4 r LB -3 110cd LB -5 -1 1 LB -5 I- NOTE: LANDLORD WILL FURNISH AND INSTALL ONE FIRE ALARM JUNCTION BOX INSIDE THE DEMISED PREMISES FOR EACH TENANT'S USE IN CONNECTIING THEIR INDIVIDUAL FIRE ALARM SYSTEMS OR COMPONENTS. TENANT SHALL FURNISH AND INSTALL ALL NECESSARY INITIATION DEVICES, ANNUNCIATION DEVICES AND CONTROLS AS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION. TENANT SHALL CONTRACT WITH LANDLORDS DESIGNED FIRE ALARM CONTRACTOR FOR DESIGN, PROGRAMMING AND FINAL CONNECTIONS TO LANDLORDS FIRE ALARM SYSTEM AT TENANT'S EXPENSE. TENANT SHALL USE ONLY LANDLORDS DESIGNATED FIRE ALARM CONTRACTOR SPECIFIED EQUIPMENT TO ENSURE COMPATIBILITY WITH LANDLORDS FIRE ALARM SYSTEM. A COPY OF FIRE ALARM DRAWINGS SHALL BE ISSUED TO THE LOCAL FIRE MARSHALL'S OFFICE. . LB -3 A7.TlAT.07.TT?l4% -722 7W3^72.1777 ,7707TTT7..T • LB -28 LB -30 LB -28 LB -30 77,7TJ7lT.r 7 ?Id h'idW 7T/ATTJ7l7 1!L4,ALC4 L1!!1C4WLC!/ 'r i iLGlju/leL!!/.ezw LB -5 F- LB -5 GENERAL NOTES A. CONTRACTOR SHALL COMPLETELY REMOVE ALL EQUIPMENT, PANELBOARDS, DEVICES, FIXTURES, WIRING, CONDUIT, ETC. AND ALL ASSOCIATED SUPPORTS, BRACING, PADS, ETC. NOT BEING REUSED OR SHOWN TO REMAIN WHETHER IN THE DEMISED SPACE, ON THE ROOF OR OTHERWISE LOCATED OUTSIDE OF THE DEMISED SPACE. DO NOT ABANDON IN PLACE. KEY NOTES O 1 PROVIDE CONDUITS WITH PULL WIRE BACK TO MANAGER'S DESK IN STOCKROOM. 1" MINIMUM, BUSH CONDUIT'S ENDS. <>, TRENCH OR CORE BORE CONDUIT AND WIRE AS SHOWN. VERIFY ANY REQUIREMENTS WITH LANDLORD PRIOR TO BID. IF MORE THAN ONE (1) CONDUIT, CONDUIT SHALL BE IN COMMON TRENCH. <> CONDUIT SHOWN SOLID TO BE SURFACE MOUNTED ON FLOOR IN SPACE BELOW CASEWORK FROM STUB —UP LOCATION TO CASH REGISTER DEVICE LOCATIONS. REFER TO KEY NOTE #2. O THE CIRCUITS USED TO POWER THE ELECTRONIC CASH REGISTERS SHALL NOT BE USED FOR ANY OTHER PURPOSES. THE CIRCUITS SHALL NOT SHARE THE NEUTRAL OR GROUND WITH OTHER EQUIPMENT. SEPARATE POWER, NEUTRAL AND INSULATED GROUND WIRES, MINIMUM SIZE #12 AWG, SHALL BE RUN TO THE CIRCUIT BREAKER PANELBOARD WHERE GROUND WIRE SHALL BE TIED TO THE GROUND TERMINAL ISOLATED FROM NEUTRAL. DO NOT USE THE CONDUIT FOR GROUNDING. ELECTRONIC CASH REGISTER OUTLETS SHALL BE HUBBELL NO. IG -5362, OR APPROVED EQUAL. O MAKE CONNECTION TO 277V/10, 8.3 KW WATER HEATER. MOUNT DISCONNECTING MEANS ADJACENT TO WATER HEATER. VERIFY EXACT LOCATION. ELECTRICAL SERVICE EQUIPMENT LOCATION. O SERVICE DOOR BUZZER SYSTEM: EDWARDS: 340-4G5-24VAC BUZZER, ONE (1) BUZZER LOCATED AT BACK WRAP WALL AND ONE (1) BUZZER NEXT TO MANAGER'S DESK, 852 WEATHERPROOF PUSHBUTTON, 592 TRANSFORMER. BUZZER SYSTEM WIRE NEED NOT BE INSTALLED IN CONDUIT, UNLESS REQUIRED BY THE LANDLORD OR LOCAL AUTHORITY. REUSE EXISTING IF APPLICABLE. • PROVIDE FLUSH RECESS MOUNTED DEVICES AS INDICATED FOR CONNECTION OF SEASONAL REGISTERS. COORDINATE EXACT LOCATION PRIOR TO ROUGH —IN. REFER TO ARCHITECTURAL PLANS FOR EXACT DIMENSIONING REQUIREMENTS. <9 PROVIDE J —BOX FOR GRAPHIC BOX. REFER TO DETAIL 5 ON SHEET E3 FOR MOUNTING HEIGHTS AND LOCATIONS. COORDINATE EXACT REQUIREMENTS WITH MANUFACTURER PRIOR TO ROUGH —IN. 10 PROVIDE J —BOX IN ACCESSIBLE CEILING SPACE FOR SECURITY SYSTEM. COORDINATE EXACT REQUIREMENTS WITH SECURITY SYSTEM SUPPLIER PRIOR TO BID. TIME CLOCK: PARAGON MODEL 7000 — SERIES OR EQUAL WITH 7 DAY, 24 HOUR SCHEDULING FORMAT, MIN. (4) N.O. 20 AMP, 120/277 VOLT CONTACTS, 120 VOLT COIL AND SPRING WOUND RIDE THROUGH. SWITCH SHALL CONTROL STORE FRONT LIGHTING AND SIGN LIGHTING OR CONTACTOR(S) AS REQUIRED. 12 PROVIDE RECESSED FLUSH WHITE DUPLEX RECEPTACLE AT SHOW WINDOW CEILING. <> PROVIDE (1) J--BOX AND (1) CEILING MOUNTED MOTION DETECTOR PER FITTING ROOM. MAKE REQUIRED CONNECTIONS TO JAMB SWITCH. INTERLOCK MOTION DETECTOR SUCH THAT UPON MOVEMENT IN FITTING ROOM THE MOTION DETECTOR CUTS POWER TO THE LIQUID CRYSTAL GLASS DOORS. G.C. TO PROVIDE 12' -15' OF EXTRA WIRE FOR J —BOX. COORDINATE EXACT REQUIREMENTS PRIOR TO BID. E.C. TO BRING POWER TO FITTING ROOM CONTROLLER PANEL AS INDICATED. RUN PIPES AND WIRES TO J —BOXES AT FITTING ROOMS. COORDINATE EXACT REQUIREMENTS WITH SUPPLIER. 14 • 16 PROVIDE J —BOX FOR GRAPHIC BOX. COORDINATE LOCATION AND INSTALLATION REQUIREMENTS WITH GRAPHIC BOX MANUFACTURER PRIOR TO INSTALLATION. STOREFRONT GRAPHIC BOX, CIRCUIT LB -24 IS TO BE CONTROLLED BY THE TIME CLOCK. 17 TELEPHONE EQUIPMENT BACKBOARD LOCATION. • • TENANT SHALL INSTALL FIRE ALARM SYSTEM DEVICES AS REQUIRED BY THE DESIGN DOCUMENTS ISSUED BY LANDLORD'S FIRE ALARM CONTRACTOR. COORDINATE EXACT REQUIREMENTS WITH LANDLORD FIRE ALARM CONTRACTOR PRIOR TO BID AND INSTALLATION. LANDLORD'S FIRE ALARM CONTRACTOR WILL MAKE FINAL CONNECTIONS TO LANDLORD PROVIDED FIRE ALARM JUNCTION BOX AT TENANT'S EXPENSE. 20 TRENCH OR CORE BORE CONDUIT AND WIRE AS SHOWN FOR CONNECTION TO TYPE 'P' LIGHT FIXTURES WITHIN CASH WRAP. VERIFY ANY TRENCHING REQUIREMENTS WITH LANDLORD PRIOR TO BID. IF MORE THAN ONE (1) CONDUIT, CONDUIT SHALL BE IN COMMON TRENCH. REFER TO LIGHT FIXTURE SCHEDULE ON SHEET El. 4 :;' PROVIDE FIRE ALARM SYSTEM, SMOKE DETECTOR, STROBE OR HORN /STROBE COORDINATE INSTALLATION OF RECEPTACLE WITH MILLWORK SUPPLIER. DUPLEX RECEPTACLE TO BE MOUNTED HORIZONTALLY 6" ABOVE COUNTERTOP TO CENTERLINE. VAV UNIT (VAV -1), 480V, 3PH, BY MECHANICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ADJACENT TO UNIT A 30A, 3 POLE NON —FUSED DISCONNECT SWITCH. MAKE FINAL CONNECTIONS. COORDINATE WITH EQUIPMENT SUPPLIER. VERIFY EXACT LOCATION WITH MECHANICAL CONTRACTOR. DEVICES AS INDICATED AND CONNECT TO LANDLORD'S FIRE ALARM SYSTEM. ��p�� COORDINATE WITH LANDLORD FIRE ALARM CONTRACTOR PRIOR TO BID AND' ^�'�� INSTALLATION. REUSE EXISTING DEVICES IF APPLICABLE. ' Pp1 �I TRENCH OR CORE BORE CONDUIT AND WIRE AS SHOWN FOR L LIGHT FIXTURE. E.C. E'D TO PROVIDE RECESSED FLUSH JUNCTION BOX UNDER FIXTURE. VERIFY TRENCHING REQUIREMENTS WITH LANDLORD PRIOR TO BID. IF MORE THAN ONE (1) CONDUIT, CONDUIT SHALL BE IN COMMON TRENCH. CENTER IN FLOOR UNDER COVE ABOVE. REFER TO LIGHT FIXTURE SCHEDULE ON SHEET El. lD DATE: JOB NO: 0t- 3201:62 DRAWN: DJQ CHECKED: KL.S /JRP 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 U a) 0 11/21/01 • 2 Co J w CI CO N < U o '2 co N U CI Lij (31 w= g: 23: ww w UU(i) w {f U) HALLBERG ENGINEERING Mechanical /Electrical Consulting Engineers 1750 Commerce Court, White Bear Lake, MN 55110 (651) 748 -1100 • fax (651) 748 -9370 JAN 04 2008 r rd VU 'L-I I t.. REVISIONS POWER PLAN SHEET NUMBER NOTE: ELECTRICAL CONTRACTOR SHALL REUSE ANY EXISTING ELECTRICAL DISTRIBUTION EQUIPMENT IF IT COMPLIES WITH CODE AND IS OF SUFFICIENT CAPACITY. LANDLORD ELEC. ROOM Q LEASE LINE 0 Q TENANT'S SPACE 45 KVA Q LA co POWER RISER DIAGRAM 2 NTS LB 0 • EXISTING LANDLORD 277/480V, 3PH, 4W ELECTRICAL DISTRIBUTION. FIELD VERIFY PRIOR TO BID. II METER TO BE PROVIDED BY LANDLORD. COORDINATE EXACT REQUIREMENTS WITH LANDLORD PRIOR TO BID. O LANDLORD TO PROVIDE A 200A, 3P, CIRCUIT BREAKER IN LANDLORD'S ELECTRICAL ROOM. COORDINATE EXACT REQUIREMENTS WITH LANDLORD PRIOR TO BID. REUSE EXISTING IF APPLICABLE. O4 LANDLORD TO PROVIDE 2 " -200A MC CABLE FROM LANDLORD'S MAIN DISTRIBUTION TO LANDLORD PROVIDED FUSED DISCONNECT SWITCH IN TENANT'S SPACE. COORDINATE EXACT REQUIREMENTS WITH LANDLORD PRIOR TO BID. • LANDLORD PROVIDED 200A DISCONNECT SWITCH WITH (3)200A FUSES. COORDINATE EXACT REQUIREMENTS PRIOR TO BID. O TENANT'S E.C. TO PROVIDE 2 "C.- 4 #3/0. • TENANT'S E.C. TO PROVIDE NEW PANELS HA, LA AND LB. REFER TO PANEL SCHEDULES ON SHEET EO. RISER DIAGRAM NOTES TENANT'S E.C. TO PROVIDE 1 "C. -3 #4. Q9 TENANT'S E.C. TO PROVIDE NEW 45 KVA, 480V, 3PH, 3W - 208/120V, 3PH, 4W TRANSFORMER. 0 10 TENANT'S E.C. TO PROVIDE 1#6 BARE COPPER GROUND. PROPERLY BOND TO ADJACENT BUILDING STEEL AND NEAREST COLD WATER PIPE. 11 TENANT'S E.C. TO PROVIDE 2"-4#1/0. 12 TENANT'S E.C. TO PROVIDE 1 1/4"C.-4#3. 13 REFER TO POWER PLAN KEY NOTE #11 THIS SHEET. NOTE: E.C. SHALL UTILIZE LANDLORD PROVIDED FUSED DISCONNECT SWITCH LOCATED WITHIN THE TENANT SPACE, ON BACK WALL, FOR TEMPORARY ELECTRICAL FOR CONSTRUCTION. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY TRANSFORMER AND PANEL AS REQUIRED WITHIN TENANT SPACE. LANDLORD PROVIDED MASTER METERING EQUIPMENT IN THE LANDLORDS ELECTRICAL ROOM. THE LANDLORD OWNED NETWORK METERING SYSTEM WILL METER TENANT POWER CONSUMPTION. TENANT'S ELECTRICAL CONTRACTOR SHALL FURNISH AN IDENTIFICATION NAMEPLATE ON TENANT'S MAIN DISCONNECT SWITCH IN LANDLORDS SWITCHBOARD. NAMEPLATES SHALL BE A" THICK PLASTIC, BLACK ON WHITE AND ETCHED LETTERS. THE MINIMUM SIZE SHALL BE 1" WITH ONLY THE TENANT'S SPCE NUMBER ENGRAVED ON SUCH, PERMANENTLY AFFIXED. LANDLORD WILL PROVIDE A COMMUNICATION CABLE TRAY LOCATED IN THE UTILITY CORRIDOR FOR TENANT'S USE. NO CONDUIT WILL BE PROVIDED. LANDLORD WILL PROVIDE A COMMUNICATIONS TERMINAL BOARD WITHIN EACH LANDLORD ELECTRICAL ROOM. TENANT SHALL PROVIDE AND INSTALL A COMPLETE TELEPHONE SERVICE SUPPORT FACILITIES AS REQUIRED BY THE SERVING TELEPHONE COMPNAY. ALL TENANT TELEPHONE EQUIPMENT SHALL BE CONTAINED WITHIN THE TENANT'S SPACE. TENANT'S TELEPHONE EQUIPMENT IS NOT PERMITTED IN LANDLORDS TELEPHONE EQUIPMENT ROOM. TENANT SHALL PROVIDE PLENUM RATED WIRE FROM THE TELEPHONE ROOM TO THE TENANT'S TELEPHONE EQUIPMENT WINING THE DEMISED PREMISES UTILIZING THE LANDLORD SUPPLIED CABLE TRAY. ANY CORRIDOR WALL PENETRATIONS WILL NEED TO BE FIRE CAULKED AS REQUIRED. way wer ❑y er cated ay er MANAGER DESK DETAIL 3 / NTS (DESK/DIMENSIONS FOR REFERENCE ONLY) SURFACE MOUNTED= GRAPHIC BOXES OVERALL SIZE: I 16' -9 "W x 6' -2 "H 8 BACK WRAP DIAGRAM NTS 8 (2)1" CONDUITS (2)13" CONDUITS r 7 1 MANAGER'S DESK it TELEPHONE BOARD BACK WRAP (2)1i" CONDUITS TRENCHED OR CORE BORED TO CASH WRAP CABINET CASH WRAP TELEPHONE CONDUIT DIAGRAM riet NTS 170b Ott DATE: 11/21/01 JOB NO: 0'1- 3201.62 DRAWN: WO CHECKED: KLS/JR© 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 m EMMA JAN 04 2008 PEv; I'�al ”.c) ct • J 00 00 W O� 00 N CC U LLJ W Q LLI 1 cra O W V) HALLBERG ENGINEERING Mechanical /Electrical Consulting Engineers 1750 Commerce Court, White Bear Lake, MN 55110 (651) 748 -1100 • Fax (651) 748 -9370 REVISIONS ELECTRICAL DETAILS s'Ep R F4t� 0 �ND SHEET NUMBER n Project Coordination 6" 1'6" HARDWIRE EXIT HARDWIRE EXIT Storage 1'6" \ Storage 21--/ 4' / " " " 2 \ 4 -2 . Binders Data 4' -2 I I I I I I I I I II 10" I I 'Modem' " .... CD PI i _�I Printer Hub Router Amplifier Po \_4_w 4- Pow Dedi 4 -v 2 ' 6 °n ° ~ Light ° °° Line 1 & 2 \ Phone Jack Phone Line 4 (Modem) I' °° PC °° °° °° Pov L i \ 2'6" 4 -way cated 1 Filing Cabinet I Drawer u u NOTE: ELECTRICAL CONTRACTOR SHALL REUSE ANY EXISTING ELECTRICAL DISTRIBUTION EQUIPMENT IF IT COMPLIES WITH CODE AND IS OF SUFFICIENT CAPACITY. LANDLORD ELEC. ROOM Q LEASE LINE 0 Q TENANT'S SPACE 45 KVA Q LA co POWER RISER DIAGRAM 2 NTS LB 0 • EXISTING LANDLORD 277/480V, 3PH, 4W ELECTRICAL DISTRIBUTION. FIELD VERIFY PRIOR TO BID. II METER TO BE PROVIDED BY LANDLORD. COORDINATE EXACT REQUIREMENTS WITH LANDLORD PRIOR TO BID. O LANDLORD TO PROVIDE A 200A, 3P, CIRCUIT BREAKER IN LANDLORD'S ELECTRICAL ROOM. COORDINATE EXACT REQUIREMENTS WITH LANDLORD PRIOR TO BID. REUSE EXISTING IF APPLICABLE. O4 LANDLORD TO PROVIDE 2 " -200A MC CABLE FROM LANDLORD'S MAIN DISTRIBUTION TO LANDLORD PROVIDED FUSED DISCONNECT SWITCH IN TENANT'S SPACE. COORDINATE EXACT REQUIREMENTS WITH LANDLORD PRIOR TO BID. • LANDLORD PROVIDED 200A DISCONNECT SWITCH WITH (3)200A FUSES. COORDINATE EXACT REQUIREMENTS PRIOR TO BID. O TENANT'S E.C. TO PROVIDE 2 "C.- 4 #3/0. • TENANT'S E.C. TO PROVIDE NEW PANELS HA, LA AND LB. REFER TO PANEL SCHEDULES ON SHEET EO. RISER DIAGRAM NOTES TENANT'S E.C. TO PROVIDE 1 "C. -3 #4. Q9 TENANT'S E.C. TO PROVIDE NEW 45 KVA, 480V, 3PH, 3W - 208/120V, 3PH, 4W TRANSFORMER. 0 10 TENANT'S E.C. TO PROVIDE 1#6 BARE COPPER GROUND. PROPERLY BOND TO ADJACENT BUILDING STEEL AND NEAREST COLD WATER PIPE. 11 TENANT'S E.C. TO PROVIDE 2"-4#1/0. 12 TENANT'S E.C. TO PROVIDE 1 1/4"C.-4#3. 13 REFER TO POWER PLAN KEY NOTE #11 THIS SHEET. NOTE: E.C. SHALL UTILIZE LANDLORD PROVIDED FUSED DISCONNECT SWITCH LOCATED WITHIN THE TENANT SPACE, ON BACK WALL, FOR TEMPORARY ELECTRICAL FOR CONSTRUCTION. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY TRANSFORMER AND PANEL AS REQUIRED WITHIN TENANT SPACE. LANDLORD PROVIDED MASTER METERING EQUIPMENT IN THE LANDLORDS ELECTRICAL ROOM. THE LANDLORD OWNED NETWORK METERING SYSTEM WILL METER TENANT POWER CONSUMPTION. TENANT'S ELECTRICAL CONTRACTOR SHALL FURNISH AN IDENTIFICATION NAMEPLATE ON TENANT'S MAIN DISCONNECT SWITCH IN LANDLORDS SWITCHBOARD. NAMEPLATES SHALL BE A" THICK PLASTIC, BLACK ON WHITE AND ETCHED LETTERS. THE MINIMUM SIZE SHALL BE 1" WITH ONLY THE TENANT'S SPCE NUMBER ENGRAVED ON SUCH, PERMANENTLY AFFIXED. LANDLORD WILL PROVIDE A COMMUNICATION CABLE TRAY LOCATED IN THE UTILITY CORRIDOR FOR TENANT'S USE. NO CONDUIT WILL BE PROVIDED. LANDLORD WILL PROVIDE A COMMUNICATIONS TERMINAL BOARD WITHIN EACH LANDLORD ELECTRICAL ROOM. TENANT SHALL PROVIDE AND INSTALL A COMPLETE TELEPHONE SERVICE SUPPORT FACILITIES AS REQUIRED BY THE SERVING TELEPHONE COMPNAY. ALL TENANT TELEPHONE EQUIPMENT SHALL BE CONTAINED WITHIN THE TENANT'S SPACE. TENANT'S TELEPHONE EQUIPMENT IS NOT PERMITTED IN LANDLORDS TELEPHONE EQUIPMENT ROOM. TENANT SHALL PROVIDE PLENUM RATED WIRE FROM THE TELEPHONE ROOM TO THE TENANT'S TELEPHONE EQUIPMENT WINING THE DEMISED PREMISES UTILIZING THE LANDLORD SUPPLIED CABLE TRAY. ANY CORRIDOR WALL PENETRATIONS WILL NEED TO BE FIRE CAULKED AS REQUIRED. way wer ❑y er cated ay er MANAGER DESK DETAIL 3 / NTS (DESK/DIMENSIONS FOR REFERENCE ONLY) SURFACE MOUNTED= GRAPHIC BOXES OVERALL SIZE: I 16' -9 "W x 6' -2 "H 8 BACK WRAP DIAGRAM NTS 8 (2)1" CONDUITS (2)13" CONDUITS r 7 1 MANAGER'S DESK it TELEPHONE BOARD BACK WRAP (2)1i" CONDUITS TRENCHED OR CORE BORED TO CASH WRAP CABINET CASH WRAP TELEPHONE CONDUIT DIAGRAM riet NTS 170b Ott DATE: 11/21/01 JOB NO: 0'1- 3201.62 DRAWN: WO CHECKED: KLS/JR© 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 m EMMA JAN 04 2008 PEv; I'�al ”.c) ct • J 00 00 W O� 00 N CC U LLJ W Q LLI 1 cra O W V) HALLBERG ENGINEERING Mechanical /Electrical Consulting Engineers 1750 Commerce Court, White Bear Lake, MN 55110 (651) 748 -1100 • Fax (651) 748 -9370 REVISIONS ELECTRICAL DETAILS s'Ep R F4t� 0 �ND SHEET NUMBER n Project Coordination HARDWI EXIT HARDWIRE EXIT HARDWIRE EXIT HARDWIRE EXIT " " " 4 -2 . / 4 ' - ,j` 4' -2 4' -2 --/— 4' -2 ' rr 10" ........ .... _�I 17 -114" NOTE: ELECTRICAL CONTRACTOR SHALL REUSE ANY EXISTING ELECTRICAL DISTRIBUTION EQUIPMENT IF IT COMPLIES WITH CODE AND IS OF SUFFICIENT CAPACITY. LANDLORD ELEC. ROOM Q LEASE LINE 0 Q TENANT'S SPACE 45 KVA Q LA co POWER RISER DIAGRAM 2 NTS LB 0 • EXISTING LANDLORD 277/480V, 3PH, 4W ELECTRICAL DISTRIBUTION. FIELD VERIFY PRIOR TO BID. II METER TO BE PROVIDED BY LANDLORD. COORDINATE EXACT REQUIREMENTS WITH LANDLORD PRIOR TO BID. O LANDLORD TO PROVIDE A 200A, 3P, CIRCUIT BREAKER IN LANDLORD'S ELECTRICAL ROOM. COORDINATE EXACT REQUIREMENTS WITH LANDLORD PRIOR TO BID. REUSE EXISTING IF APPLICABLE. O4 LANDLORD TO PROVIDE 2 " -200A MC CABLE FROM LANDLORD'S MAIN DISTRIBUTION TO LANDLORD PROVIDED FUSED DISCONNECT SWITCH IN TENANT'S SPACE. COORDINATE EXACT REQUIREMENTS WITH LANDLORD PRIOR TO BID. • LANDLORD PROVIDED 200A DISCONNECT SWITCH WITH (3)200A FUSES. COORDINATE EXACT REQUIREMENTS PRIOR TO BID. O TENANT'S E.C. TO PROVIDE 2 "C.- 4 #3/0. • TENANT'S E.C. TO PROVIDE NEW PANELS HA, LA AND LB. REFER TO PANEL SCHEDULES ON SHEET EO. RISER DIAGRAM NOTES TENANT'S E.C. TO PROVIDE 1 "C. -3 #4. Q9 TENANT'S E.C. TO PROVIDE NEW 45 KVA, 480V, 3PH, 3W - 208/120V, 3PH, 4W TRANSFORMER. 0 10 TENANT'S E.C. TO PROVIDE 1#6 BARE COPPER GROUND. PROPERLY BOND TO ADJACENT BUILDING STEEL AND NEAREST COLD WATER PIPE. 11 TENANT'S E.C. TO PROVIDE 2"-4#1/0. 12 TENANT'S E.C. TO PROVIDE 1 1/4"C.-4#3. 13 REFER TO POWER PLAN KEY NOTE #11 THIS SHEET. NOTE: E.C. SHALL UTILIZE LANDLORD PROVIDED FUSED DISCONNECT SWITCH LOCATED WITHIN THE TENANT SPACE, ON BACK WALL, FOR TEMPORARY ELECTRICAL FOR CONSTRUCTION. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY TRANSFORMER AND PANEL AS REQUIRED WITHIN TENANT SPACE. LANDLORD PROVIDED MASTER METERING EQUIPMENT IN THE LANDLORDS ELECTRICAL ROOM. THE LANDLORD OWNED NETWORK METERING SYSTEM WILL METER TENANT POWER CONSUMPTION. TENANT'S ELECTRICAL CONTRACTOR SHALL FURNISH AN IDENTIFICATION NAMEPLATE ON TENANT'S MAIN DISCONNECT SWITCH IN LANDLORDS SWITCHBOARD. NAMEPLATES SHALL BE A" THICK PLASTIC, BLACK ON WHITE AND ETCHED LETTERS. THE MINIMUM SIZE SHALL BE 1" WITH ONLY THE TENANT'S SPCE NUMBER ENGRAVED ON SUCH, PERMANENTLY AFFIXED. LANDLORD WILL PROVIDE A COMMUNICATION CABLE TRAY LOCATED IN THE UTILITY CORRIDOR FOR TENANT'S USE. NO CONDUIT WILL BE PROVIDED. LANDLORD WILL PROVIDE A COMMUNICATIONS TERMINAL BOARD WITHIN EACH LANDLORD ELECTRICAL ROOM. TENANT SHALL PROVIDE AND INSTALL A COMPLETE TELEPHONE SERVICE SUPPORT FACILITIES AS REQUIRED BY THE SERVING TELEPHONE COMPNAY. ALL TENANT TELEPHONE EQUIPMENT SHALL BE CONTAINED WITHIN THE TENANT'S SPACE. TENANT'S TELEPHONE EQUIPMENT IS NOT PERMITTED IN LANDLORDS TELEPHONE EQUIPMENT ROOM. TENANT SHALL PROVIDE PLENUM RATED WIRE FROM THE TELEPHONE ROOM TO THE TENANT'S TELEPHONE EQUIPMENT WINING THE DEMISED PREMISES UTILIZING THE LANDLORD SUPPLIED CABLE TRAY. ANY CORRIDOR WALL PENETRATIONS WILL NEED TO BE FIRE CAULKED AS REQUIRED. way wer ❑y er cated ay er MANAGER DESK DETAIL 3 / NTS (DESK/DIMENSIONS FOR REFERENCE ONLY) SURFACE MOUNTED= GRAPHIC BOXES OVERALL SIZE: I 16' -9 "W x 6' -2 "H 8 BACK WRAP DIAGRAM NTS 8 (2)1" CONDUITS (2)13" CONDUITS r 7 1 MANAGER'S DESK it TELEPHONE BOARD BACK WRAP (2)1i" CONDUITS TRENCHED OR CORE BORED TO CASH WRAP CABINET CASH WRAP TELEPHONE CONDUIT DIAGRAM riet NTS 170b Ott DATE: 11/21/01 JOB NO: 0'1- 3201.62 DRAWN: WO CHECKED: KLS/JR© 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 m EMMA JAN 04 2008 PEv; I'�al ”.c) ct • J 00 00 W O� 00 N CC U LLJ W Q LLI 1 cra O W V) HALLBERG ENGINEERING Mechanical /Electrical Consulting Engineers 1750 Commerce Court, White Bear Lake, MN 55110 (651) 748 -1100 • Fax (651) 748 -9370 REVISIONS ELECTRICAL DETAILS s'Ep R F4t� 0 �ND SHEET NUMBER n Project Coordination MANUFACT URER 20A/,1.25 RECEPT:4CI'Z''ES' ¢ ., ...._ SIMPL EX DUPLEX GFI IG TVSS IGTVSS TAMPER RESISTANT ARROW HART HUBBELL PASS & SEYMOUR LEVITON 5361 HB536 1 5361 5361A 5362 HB5362 5362 5362A GF5342 GF5362 2091 IG5362 IG5362 IG6300 - 53628 5362S N/A" - IG5362S IG5362S N/A' - 6352 (15 AMP) N/A" SG62 (15 AMP) - MANUFACT URER 1- POLE 1 -POLE W/PILOT 2 -POLE 3 -WAY 4-WAY KEYED 1 -POLE MOM. CONTACT ARROW HART HUBBELL PASS & SEYMOUR 1991 HBL- 1221 20AC1 19911 HBL- 1221PL 20AC1- RPL 1992 HBL- 1222 20AC2 1993 HBL- 1223 20AC3 1994 HBL- 1224 20AC4 1191L HBL- 1221L 20AC1 -L 1995 HBL - 1556 1251 16010 - GENERAL PROVISIONS A WORK CONSISTS OF FURNISHING LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED FOR THE COMPLETE INSTALLATION OF ELECTRICAL WORK SHOWN IN THE CONTRACT DOCUMENTS AND SPECIFIED IN DIVISION 16. B. INCLUDE ALL PARTS AND LABOR, WHICH ARE INCIDENTAL AND NECESSARY FOR A COMPLETE AND OPERABLE INSTALLATION EVEN THOUGH NOT SPECIFICALLY MENTIONED IN THE CONTRACT DOCUMENTS. SUCH ITEMS INCLUDE NUTS, BOLTS, ANCHORS, BRACKETS, SLEEVES, OFFSETS IN CONDUIT, FITTINGS, RELAYS, ETC. C. ARRANGE WITH LANDLORD TO PROVIDE TEMPORARY AND PERMANENT UTILITY SERVICES AS REQUIRED AND COORDINATE THOR INSTALLATION WITH CONSTRUCTION PROGRESS OF THIS PROJECT. PAY ALL FEES AND COSTS CHARGED BY UTILITY COMPANIES FOR UTILITY SERVICES. D. OBTAIN ALL TEMPORARY AND PERMANENT PERMITS AND LICENSES REQUIRED IN CONNECTION WITH THIS DIVISION'S WORK. PAY ALL FEES AND EXPENSES REQUIRED FOR SUCH PERMITS AND LICENSES. E. REQUEST INSPECTIONS AS REQUIRED BY REGULATING AGENCIES AND /OR REGULATIONS. PAY ALL CHARGES FOR INSPECTIONS BY REGULATING AGENCIES OF INSTALLATIONS OF PLANS AND SPECIFICATIONS. F. INCLUDE STATE AND LOCAL SALES TAXES IN THE BID. KEEP ACCURATE RECORDS OF THESE TAXES AND FURNISH SUCH RECORDS TO THE TENANT UPON REQUEST, G. MEET OR EXCEED ALL CURRENT APPLICABLE CODES, ORDINANCES AND REGULATIONS FOR ALL INSTALLATIONS. PROMPTLY NOTIFY THE ENGINEER, IN WRITING, IF THE CONTRACT DOCUMENTS APPEAR TO CONFLICT WITH GOVERNING CODES AND REGULATIONS, CONTRACTOR ASSUMES ALL RESPONSIBILITY AND COSTS FOR CORRECTING NON -COMPLYING WORK INSTALLED WITHOUT NOTIFYING THE ENGINEER H. HIGHER QUALITY OF WORKMANSHIP AND MATERIALS INDICATED IN THE CONTRACT DOCUMENTS TAKES PRECEDENCE OVER THAT ALLOWED IN REFERENCED CODES AND STANDARDS. I. THE TERMS DEFINED BELOW APPLY TO ALL WORK INCLUDED IN DIVISION 16. 1. THE WORK - AS DEFINED IN THE 1997 AIA DOCUMENT A201: 'THE TERM WORK' MEANS THE CONSTRUCTION AND SERVICES REQUIRED BY THE CONTRACT DOCUMENTS WHETHER COMPLETED OR PARTIALLY COMPLETED, AND INCLUDES ALL OTHER LABOR, MATERIALS, EQUIPMENT AND SERVICES PROVIDED OR TO BE PROVIDED BY THE CONTRACTOR TO FULFILL THE CONTRACTOR'S OBLIGATIONS. THE WORK MAY CONSTITUTE THE WHOLE OR A PART OF THE PROJECT." 2. FURNISH - TO OBTAIN IN NEW CONDITION READY FOR INSTALLATION INTO THE WORK. 3. INSTALL - TO STORE, SET IN PLACE, CONNECT AND PLACE INTO OPERATION INTO THE WORK. 4. PROVIDE - TO FURNISH AND INSTALL. 5. CONNECT - TO BRING SERVICE TO THE EQUIPMENT AND MAKE FINAL ATTACHMENT INCLUDING NECESSARY SWITCHES, OUTLETS, BOXES, TERMINATIONS, ETC. 6. CONDUIT -- INCLUDES IN ADDITION TO CONDUIT, ALL FITTINGS, PULL BOXES, HANGERS AND OTHER SUPPORTS AND ACCESSORIES RELATED TO SUCH CONDUIT. 7. CONCEALED - HIDDEN FROM SIGHT IN CHASES, FURRED SPACES, SHAFTS, HUNG CEILINGS, EMBEDDED IN CONSTRUCTION, IN CRAWL SPACES OR BURIED. 8. EXPOSED: NOT INSTALLED UNDERGROUND NOR CONCEALED AS DEFINED ABOVE. J. THE DRAWING AND SPECIFICATIONS CONSTITUTE THE CONTRACT DOCUMENTS. ANY ITEM NOTED IN THE SPECIFICATION OR SHOWN ON THE DRAWINGS IS INCLUDED IN THE CONTRACT DOCUMENTS. ALL ELECTRICAL DETAILS AND DRAWINGS ARE DIAGRAMMATIC, UNLESS K. SPECIFICALLY NOTED. FIELD VERIFY ALL DIMENSIONS AND NOTIFY THE ENGINEER OF ANY CONFLICTS OR DISCREPANCIES, IN WRITING, PRIOR TO INSTALLATION. L INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY PRECAUTIONS REQUIRED WITH THIS WORK IN ACCORDANCE WITH THE REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) AND OTHER GOVERNING AGENCIES. M. DO NOT REMOVE OR DISTURB ANY ASBESTOS CONTAINING MATERIALS FROM THE PROJECT. IMMEDIATELY STOP WORK AND NOTIFY THE TENANT IF ASBESTOS C CONTAINING MATERIALS ARE SUSPECTED. N. BEFORE SUBMITTING A PROPOSAL ON THE WORK CONTEMPLATED, EXAMINE THE SITE OF THE PROPOSED WORK AND BECOME THOROUGHLY FAMILIAR WITH EXISTING CONDITIONS AND LIMITATIONS. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF MISUNDERSTANDING AS TO THE AMOUNT OF WORK INVOLVED NOR BIDDERS LACK OF KNOWLEDGE OF EXISTING CONDITIONS WHICH COULD HAVE BEEN DISCOVERED OR REASONABLY ANTICIPATED PRIOR TO BIDDING. 0, CONDUITS, PIPES, DUCTS, LIGHTS, DEVICES, SPEAKERS, ETC., SHOWN ON THE DRAWINGS AS EXISTING HAVE BEEN BASED ON EXISTING PLANS AND MAY NOT BE INSTALLED AS ORIGINALLY SHOWN. IT IS THE CONTRACTORS RESPONSIBILITY TO VISIT THE SITE AND MAKE EXACT DETERMINATION OF THE EXISTENCE, LOCATION AND CONDITION OF SUCH FACILITIES PRIOR TO SUBMITTING A BID. P. CONSULT THE DRAWINGS AND SPECIFICATIONS OF MECHANICAL AND OTHER TRADES FOR CORRELATING INFORMATION AND LAY OUT WORK SO THAT IT WILL COORDINATE WITH OTHER TRADES. VERIFY DIMENSIONS AND CONDITIONS (I.E, FINISHED CEILING HEIGHTS, FOOTING AND FOUNDATION ELEVATIONS, BEAM DEPTHS, ETC.) WITH THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. NOTIFY THE ARCHITECT/ENGINEER OF ANY CONFLICTS THAT CANNOT BE RESOLVED, IN THE FIELD, BY AFFECTED TRADES. REPLACEMENT OF WORK DUE TO LACK OF COORDINATION AND FAILURE TO VERIFY EXISTING CONDITIONS WILL BE COMPLETED AT NO COST TO THE TENANT. Q. INSTALL ALL CONDUIT, CABLE TRAY, BUSDUCT, EQUIPMENT, ETC. ALLOWING PROPER CODE AND MAINTENANCE CLEARANCES AND TO AVOID BLOCKING PASSAGEWAYS AND ACCESS PANELS. R WHERE WORK MUST BE REPLACED DUE TO THE FAILURE OF THE CONTRACTOR TO VERIFY THE CONDITIONS EXISTING ON THE JOB, SUCH REPLACEMENT MUST BE ACCOMPLISHED AT NO COST TO THE TENANT. THIS APPLIES TO SHOP FABRICATED WORK AS WELL AS TO WORK FABRICATED IN PLACE S. THROUGHOUT THE COURSE OF THE WORK, MINOR CHANGES AND ADJUSTMENTS TO THE INSTALLATION MAY BE REQUESTED BY THE ENGINEER. THE CONTRACTOR SHALL MAKE ADJUSTMENTS WITHOUT ADDITIONAL COST TO THE TENANT, WHERE SUCH ADJUSTMENTS ARE NECESSARY TO THE PROPER INSTALLATION AND OPERATION WITHIN THE INTENT OF THE CONTRACT DOCUMENTS. THIS DOES NOT INCLUDE WORK ALREADY COMPLETED. T. OBTAIN EXACT LOCATION OF CONNECTION TO EQUIPMENT, FURNISHED BY OTHERS, FROM THE PERSON FURNISHING THE EQUIPMENT. U. DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND WHAT IS CALLED FOR IN EITHER ONE IS AS BINDING AS IF CALLED FOR IN BOTH. V. INCLUDE THE BETTER QUALITY, GREATER QUANTITY OR HIGHER COST FOR AN ITEM OR ARRANGEMENT WHERE A DISAGREEMENT EXISTS IN THE DRAWINGS AND SPECIFICATIONS. W. GUARANTEE AND MAINTAIN THE STABILITY OF WORK AND MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION FOR THE PERIOD OF ONE (1) YEAR AFTER THE FINAL COMPLETION OF THE WORK AS EVIDENCED BY ISSUANCE OF THE FINAL CERTIFICATE BY THE ARCHITECT. X_ DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF THE TENANT AND ARCHITECT AND ENGINEER. INCLUDE DAMAGE TO THE FINISH OR THE BUILDING RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS. Y. REPLACE ALL RECEPTACLES, SWITCHES, COVERPLATES, ETC., DAMAGED BY ANY CONTRACTOR DURING THE COURSE OF CONSTRUCTION. Z MATERIALS FURNISHED FOR THE TEMPORARY LIGHT AND POWER SYSTEM REMAIN CONTRACTORS PROPERTY. REMOVE WHEN THERE IS NO LONGER ANY NEED FOR TEMPORARY LIGHT AND POWER OR WHEN DIRECTED BY THE ARCHITECT.. AA COORDINATE/SCHEDULE ALL WORK WITH THE TENANT TO MINIMIZE ANY DISRUPTIONS. CONFINE ALL INTERRUPTIONS TO THE SMALLEST POSSIBLE AREA. PROVIDE TEMPORARY CONNECTIONS IF REQUIRED TO PROVIDE CONTINUITY OF SERVICE. BB. INSPECT ALL AREAS AFFECTED BY THE INTERRUPTIONS AND RETURN ALL AUTOMATICALLY CONTROLLED EQUIPMENT, ELECTRICALLY OPERATED EQUIPMENT TO THE SAME OPERATING CONDITION PRIOR TO THE INTERRUPTION. CC. NO FIRE ALARM SYSTEMS ARE TO REMAIN INACTIVE AT THE END OF THE WORK DAY. ASSURE THAT THE FIRE ALARM SYSTEM IS OPERATIONAL AT THE END OF EACH WORK DAY. COORDINATE WITH THE LANDLORD. DD. DO NOT DISTURB NORMAL USE OF THE FACILITY, EXCEPT WITHIN THE IMMEDIATE CONSTRUCTION AREA. KEEP WALKS, DRIVEWAYS, ENTRANCES, ETC. FREE AND CLEAR OF EQUIPMENT, MATERIAL AND DEBRIS. EE STORE ALL EQUIPMENT AND MATERIAL IN A PLACE AND MANNER THAT MINIMIZES CONGESTION AND IS APPROVED BY THE TENANT. FF. PROVIDE NEW MATERIAL AND EQUIPMENT, UNLESS NOTED OTHERWISE. PROTECT EQUIPMENT AND MATERIAL FROM DAMAGE, DIRT AND THE WEATHER GG. PROVIDE THE HIGHEST QUALITY WORKMANSHIP AND PERFORM ALL WORK ONLY BY SKILLED MECHANICS. INSTALL MATERIAL AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS, INSTRUCTIONS AND CURRENT NECA STANDARDS. HH. THE TENANT RESERVES THE RIGHT TO REJECT MATERIAL OR WORKMANSHIP NOT IN ACCORDANCE WITH THE SPECIFICATIONS, BEFORE OR AFTER INSTALLATION. MM, PERFORM ALL CUTTING AND PATCHING NECESSARY TO WORK, UNLESS SPECIFICALLY DELEGATED TO THE GENERAL CONTRACTOR OBTAIN SPECIAL PERMISSION FROM THE LANDLORD BEFORE CUTTING STRUCTURAL MEMBERS OR FINISHED MATERIAL. PERFORM ALL PATCHING IN SUCH A MANNER AS TO LEAVE NO VISIBLE TRACE AND RETURN THE AREA AFFECTED TO THE CONDITION OF UNDISTURBED WORK. PERFORM ALL PATCHING BY WORKERS EXPERIENCED, SKILLED, AND LICENSED FOR THE PARTICULAR TYPE OF WORK INVOLVED. INFERIOR WORK WILL NOT BE ACCEPTED. NN. PATCH ALL HOLES LEFT AS A RESULT OF DEMOLITION OF ELECTRICAL EQUIPMENT AND DEVICES. 00. PREVENT THE SPREAD OF DUST, DEBRIS, AND OTHER MATERIAL INTO ADJACENT AREAS. PP. REPLACE ALL CEILING TILES DAMAGED DURING INSTALLATION OF WORK, WITH NEW TILE QQ. PROVIDE MINIMUM 4" HIGH CONCRETE PADS FOR ALL FLOOR MOUNTED EQUIPMENT. RR. SIZE PAD TO PROVIDE A MINIMUM 2" OVERLAP AROUND PERIMETER OF EQUIPMENT. SS. REFINISH ALL ELECTRICAL EQUIPMENT DAMAGED DURING SHIPPING AND /OR INSTALLATION TO ITS ORIGINAL CONDITION. REMOVE ALL RUST; PRIME, AND PAINT PER MANUFACTURER'S RECOMMENDATIONS FOR FINISH EQUAL TO ORIGINAL TT. PAINT ALL NEW RACEWAY SYSTEMS IN EXPOSED FINISHED AREAS . UU. AFTER TESTS HAVE BEEN MADE AND ACCEPTED, CLEAN LIGHT FIXTURES, PANELS AND OTHER EQUIPMENT INSTALLED BY THE CONTRACTOR, LEAVING THE ENTIRE WORK AREA IN A CLEAN AND COMPLETE WORKING ORDER VV. OPERATE EQUIPMENT AND SYSTEMS IN ALL THEIR OPERATING MODES, TO VERIFY PROPER OPERATION, PRIOR TO FINAL INSPECTION AND OWNER INSTRUCTIONS. NOTIFY THE ENGINEER, IN WRITING, THAT ALL SYSTEMS HAVE BEEN TESTED AND ARE FUNCTIONING AND OPERATING PROPERLY WW. INCLUDE DOCUMENTATION OF INSTRUCTIONS IN THE OPERATION AND MAINTENANCE MANUALS. XX. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ELECTRICAL EQUIPMENT OR MATERIALS UNTIL FINAL ACCEPTANCE OF THE ENTIRE PROJECT BY THE TENANT. KEEP ALL EQUIPMENT CLEAN MATERIALS UNTIL ANAL ACCEPTANCE OF THE ENTIRE PROJECT BY THE TENANT. 16025 - DEMOLITION A EXAMINE THE BUILDING TO DETERMINE ACTUAL CONDITIONS AND EXTENT OF WORK PRIOR TO BIDDING THE PROJECT. REFER ANY UNCLEAR DETAILS OR CONFLICTS TO THE ARCHITECT/ENGINEER FOR CLARIFICATION PRIOR TO BIDDING THE DRAWINGS. B. VERIFY THAT FIELD MEASUREMENTS AND CIRCUITING ARRANGEMENTS ARE AS SHOWN ON DRAWINGS. C. VERIFY THAT ABANDONED WIRING AND EQUIPMENT SERVE ONLY ABANDONED FACILITIES. D. BEGINNING OF DEMOLMON MEANS INSTALLER ACCEPTS EXISTING CONDITIONS. E COORDINATE PHASING OF THE DEMOLITION WORK WITH THE CONSTRUCTION SEQUENCE SCHEDULE F. DISCONNECT ELECTRICAL SYSTEMS IN WALLS, FLOORS, AND CEILINGS SCHEDULED FOR REMOVAL. G. COORDINATE UTILITY SERVICE OUTAGES WITH LANDLORD. H. IDENTIFY EXISTING ELECTRICAL EQUIPMENT SUCH AS CONDUITS, BOXES, PULLBOXES, CONDUIT BODIES, AND CONDUIT RACKS THAT WILL NEED ADDITIONAL SUPPORT DUE TO THE DEMOLITION OF THE EXISTING SUPPORTS. I. PROVIDE TEMPORARY WIRING AND CONNECTIONS TO MAINTAIN EXISTING SYSTEMS, INCLUDING TELEPHONE AND DATA SYSTEMS, IN SERVICE DURING CONSTRUCTION. WHEN WORK MUST BE PERFORMED ON ENERGIZED EQUIPMENT OR CIRCUITS, USE PERSONNEL EXPERIENCED IN SUCH OPERATIONS. J. EXISTING ELECTRICAL SERVICE MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS COMPLETE AND READY FOR SERVICE DISABLE SYSTEM ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. NOTIFY AND OBTAIN PERMISSION FROM TENANT, ARCHITECT/ENGINEER AT LEAST 24 HOURS BEFORE PARTIALLY OR DISABLING SYSTEM. MINIMIZE OUTAGE DURATION. MAKE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE IN AREAS ADJACENT TO WORK AREA. K. EXISTING FIRE ALARM SYSTEM: MAINTAIN EXISTING SYSTEM IN SERVICE UNTIL NEW SYSTEM IS ACCEPTED. DISABLE SYSTEM ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. NOTIFY AND OBTAIN PERMISSION FROM LANDLORD, ARCHITECT/ENGINEER AND LOCAL FIRE SERVICE AT LEAST 24 HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING SYSTEM. MINIMIZE OUTAGE DURATION. MAKE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE IN AREA ADJACENT TO WORK AREA. L. EXISTING TELEPHONE/DATA SYSTEM: MAINTAIN EXISTING SYSTEMS IN SERVICE UNTIL NEW SYSTEMS ARE COMPLETE AND READY FOR SERVICE AND ACCEPTED, DISABLE SYSTEMS ONLY TO MAKE SWITCHOVERS AND CONNECTIONS. NOTIFY AND OBTAIN PERMISSION FROM LANDLORD, ARCHITECT/ENGINEER AND TELEPHONE UTILITY COMPANY AT LEAST 24 HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING SYSTEM. MINIMIZE OUTAGE DURATION. MAKE TEMPORARY CONNECTIONS TO MAINTAIN SERVICE IN AREAS ADJACENT TO WORK AREA. M. DEMOLISH AND EXTEND EXISTING ELECTRICAL WORK UNDER AND THIS SECTION, AND AS INDICATED ON THE DRAWINGS. REMOVE, RELOCATE, AND EXTEND EXISTING INSTALLATIONS TO ACCOMMODATE NEW CONSTRUCTION. N. PROVIDE SUPPORTS FOR ALL EXISTING ELECTRICAL EQUIPMENT THAT WAS SUPPORTED PREVIOUSLY BY DEMOLISHED WALLS, FLOORS, CEILING OR OTHER STRUCTURES. PROVIDE NEW SUPPORTS FROM STRUCTURAL MEMBERS NOT SLATED FOR DEMOLITION, PRIOR TO ANY DEMOLITION. 0. TENANT RESERVES THE RIGHT OF FIRST REFUSAL TO OBTAIN MATERIAL SHOWN TO BE REMOVED UNDE R THIS CONTRACT. ITEMS NOT RETAINED BY THE TENANT BECOME THE PROPERTY OF THE CONTRACTOR AND MUST BE REMOVED FROM THE PREMISES. P. DEMOLISH AND REMOVE ALL ELECTRICAL SYSTEMS INDICATED FOR DEMOLITION. NO PORTION OF THESE SYSTEMS MAY BE ABANDONED IN PLACE Q. REMOVE ABANDONED WIRING TO SOURCE OF SUPPLY. R REMOVE EXPOSED ABANDONED CONDUIT, INCLUDING ABANDONED CONDUIT ABOVE ACCESSIBLE CEILING FINISHES. CUT CONDUIT IN WALLS, FLOORS, OR COLUMNS BACK TO A POINT WHERE PATCHING CAN BE ADEQUATELY PERFORMED AND PATCH SURFACES. S. DISCONNECT ABANDONED OUTLETS AND REMOVE DEVICES. REMOVE ABANDONED OUTLETS IF CONDUIT SERVICING THEM IS ABANDONED AND REMOVED. PROVIDE BLANK COVER FOR ABANDONED OUTLETS, WHICH ARE NOT REMOVED. T. DISCONNECT AND REMOVE ABANDONED PANELBOARDS AND DISTRIBUTION EQUIPMENT. U. DISCONNECT AND REMOVE ELECTRICAL DEVICES AND EQUIPMENT SERVING UTILIZATION EQUIPMENT THAT HAS BEEN REMOVED. V. DISCONNECT AND REMOVE ABANDONED LUMINARIES. REMOVE BRACKETS, STEMS, HANGERS, AND OTHER ACCESSORIES. W. REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING DEMOLITION AND EXTENSION WORK. X. MAINTAIN ACCESS TO EXISTING ELECTRICAL INSTALLATIONS, WHICH REMAIN ACTIVE. MODIFY INSTALLATION OR PROVIDE ACCESS PANEL AS APPROPRIATE. Y. EXTEND EXISTING INSTALLATIONS USING MATERIALS AND METHODS COMPATIBLE WITH EXISTING ELECTRICAL INSTALLATIONS, OR AS SPECIFIED. RELOCATE AND REROUTE CONDUIT AND WIRING AS REQUIRED FOR CONDUIT CONCEALED IN WALLS OR STRUCTURE BEING ALTERED AS PART OF THE REMODELING. MAINTAIN CONTINUITY TO ALL DEVICES IN AND DOWNSTREAM OF REMODELED WORK. Z. REROUTE EXISTING RACEWAY AND WIRING, WHICH IS EXPOSED DUE TO REMOVAL OF EXISTING CONSTRUCTION. CONCEAL NEW RACEWAY AND WIRING AND MAINTAIN OPERATION. AA IF CONDUCTORS ARE REQUIRED TO BE REMOVED FROM EXISTING RACEWAYS, INSTALL WITH NEW CONDUCTORS. COVERPLATES THROUGHOUT THE REMODELED AREAS. BB PROVIDE R OVIDE NEW COVE RP CRESCENT C. DISPOSE OF FLUO SC LAMPS, BALLASTS , AND OTHER HAZARDOUS MATERIALS IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS. DD. PRIOR TO REINSTALLATION OF USED EQUIPMENT, THOROUGHLY INSPECT EACH ITEM AND REPORT ANY DEFECTS TO THE ENGINEER/ARCHITECT IN WRITING. INSTRUCTIONS FOR CORRECTIVE MEASURES WILL BE GIVEN AT THE TIME AND THE CONTRACT AMOUNT ADJUSTED ACCORDINGLY. IF NO DEFECTS ARE REPORTED, THE MATERIAL WILL BE INCLUDED UNDER THE CONTRACTOR'S ONE - YEAR GUARANTEE AS OUTLINED IN SECTION 16010. EE. PANELBOARDS: CLEAN EXPOSED SURFACES AND CHECK TIGHTNESS OF ELECTRICAL CONNECTIONS. REPLACE DAMAGED CIRCUIT BREAKERS AND PROVIDE CLOSURE PLATES FOR VACANT POSITIONS. PROVIDE TYPED CIRCUIT DIRECTORY SHOWING REVISED CIRCUITING ARRANGEMENT. FF. LUMINARIES: REMOVE EXISTING LUMINARIES FOR CLEANING. USE MILD DETERGENT TO CLEAN ALL EXTERIOR AND INTERIOR SURFACES; RINSE WITH CLEAN WATER AND WIPE DRY. REPLACE LAMPS, BALLASTS, AND BROKEN ELECTRICAL PARTS, GG. INSTALL RELOCATED MATERIALS AND EQUIPMENT AS INDICATED ON THE DRAWINGS. 16050 - BASIC MATERIALS AND METHODS A ENCASE ALL CONDUCTORS IN A CONTINUOUS RACEWAY SYSTEM. PROVIDE PULL AND JUNCTION BOXES AS REQUIRED BY THE NEC. SIZE ALL RACEWAY PER THE NEC WITH OVERSIZE CONDUITS AS INDICATED. PROVIDE MINIMUM 3/4" CONDUIT FOR BRANCH CIRCUIT HOMERUNS, PROVIDE MINIMUM 112" CONDUIT, UNLESS, NOTED OTHERWISE B. PROVIDE EMT FOR ALL CONDUCTORS UNLESS NOTED OTHERWISE PROVIDE CONCRETE -TIGHT STEEL COMPRESSION OR STEEL SETSCREW TYPE FITTINGS, COUPLINGS AND BUSHINGS. CAST OR INDENTOR TYPE DEVICES ARE NOT ACCEPTABLE ALL FITTINGS USED IN PLENUM APPLICATIONS SHALL BE RATED FOR SUCH USE. C. PROVIDE IMC OR CONCRETE- ENCASED PVC CONDUIT FOR SERVICE ENTRANCE CONDUCTORS. D. PVC CONDUIT MAY BE USED UNDERGROUND OR BELOW CONCRETE SLABS. PROVIDE COATED RIGID STEEL ELBOWS FOR ALL ELBOWS WHERE PVC IS USED. E PROVIDE FLEXIBLE METAL CONDUIT FOR CONNECTIONS TO TRANSFORMERS, MOTORS AND OTHER VIBRATING PIECES OF EQUIPMENT. PROVIDE LIQUID -TIGHT CONDUIT FOR ALL CONNECTIONS IN DAMP OR WET LOCATIONS. PROVIDE GROUND TYPE FITTINGS AND GROUNDING CONDUCTOR INSIDE ALL FLEXIBLE CONDUIT. ADJUST CONDUIT SIZE IF REQUIRED. F. PROVIDE RECESSED OUTLET BOXES AND JUNCTION BOXES IN ALL NEW CONSTRUCTION. CONCEAL ALL CONDUIT WORK IN NEW CONSTRUCTION, EXCEPT MECHANICAL ROOMS. CONDUIT AND BOXES IN MECHANICAL ROOMS MAY BE RUN EXPOSED. G. PROVIDE EXPANSION FITTINGS WHERE RACEWAY CROSSES BUILDING EXPANSION JOINTS. H. RUN ALL EXPOSED CONDUIT IN A NEAT, WORKMANLIKE MANNER PARALLEL TO THE BUILDING LINES, TIGHT TO THE WALL AND CEILING SURFACES, AND FIRMLY SUPPORT WITH CONDUIT CLAMPS OR HANGERS. PROVIDE TWO (2) HOLE MOUNTING STRAPS, MINIMUM THREE (3) FEET ON CENTER, FOR ALL SURFACE CONDUIT MOUNTED ON WALLS LESS THAN SIX (6) FEET ABOVE FINISHED FLOOR. PLACE CONDUITS AT LEAST 8" AWAY FROM ALL HOT PIPING AND SURFACES INCLUDING DOMESTIC HOT WATER LINES. I. PROVIDE GALVANIZED CODE GAUGE STEEL JUNCTION AND PULL BOXES WITH SCREW ON COVERS OF TYPE, SHAPE AND SIZE REQUIRED TO SUIT EACH INSTALLATION. PROVIDE GASKETING IN DAMP AND DUSTY LOCATIONS. PROVIDE CAST BOXES IN WEATHERPROOF, VAPOR TIGHT AND EXPLOSION PROOF ENVIRONMENTS. J. PROVIDE 4" BOXES THROUGHOUT. PROVIDE 3 1/7 DEEP BOXES WHERE INSTALLED IN MASONRY, 212" MINIMUM ELSEWHERE. PROVIDE SINGLE GANG MUD OR TILE RING FOR SINGLE DEVICES. K. MOUNT OUTLETS BOXES IN EXPOSED MASONRY WALLS WITH THE BOTTOM OF THE BOX ON THE TOP OF THE MORTAR JOINT AND THE VERTICAL LINE OF THE BOX EITHER ON THE MORTAR JOINT OR ON THE CENTER LINE OF THE MASONRY UNIT. PLUMB AND ACCURATELY ALIGN ALL WALL OUTLETS IN ROWS. MOUNT CEILING BOXES SYMMETRICAL WITH WALLS, BEAMS AND /OR TILES. MOUNTING HEIGHTS INDICATED ON THE DRAWINGS ARE FROM THE CENTER OF THE OUTLET BOX TO THE FINISHED FLOOR DIRECTLY BELOW THE OUTLET. EXTERIOR HEIGHTS ARE FROM INSIDE ADJACENT DOOR, OR IF NO DOOR, FROM THE FIRST FLOOR ABOVE GRADE, UNLESS NOTED OTHERWISE. L. COORDINATE THE LOCATION OF ALL OUTLETS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS BEFORE INSTALLATION. COORDINATE ALL DOOR SWINGS IN THE FIELD BEFORE LOCATING SWITCHES. M. PROVIDE NEW WIRING DEVICES IN EACH OUTLET INDICATED ON THE DRAWINGS. PROVIDE ALL DEVICES FROM ONE MANUFACTURER COLOR TO MATCH ADJACENT SURFACE. N. APPROVED TOGGLE SWITCH MANUFACTURERS/MODEL NUMBERS: 0. APPROVED STANDARD RECEPTACLE MANUFACTURERS/MODEL NUMBERS: 'PROVIDE THE CORRESPONDING HOSPITAL GRADE DEVICE WHEN THIS DEVICE IS USED. P. PROVIDE NEW COVERPLATES OVER ALL BOXES WITH THE FOLLOWING SPECIFICATIONS: ALL FINISHED AREAS AND UNFINISHED AREAS PROVIDE SMOOTH PLASTIC COVERS, COLOR TO MATCH ADJACENT SURFACE OR AS SELECTED BY THE ARCHITECT. PROVIDE APPROPRIATE COVERS OVER SPECIAL PURPOSE RECEPTACLES. PROVIDE NEW WEATHERPROOF COVERPLATES FOR OUTLETS AND SWITCHES AS INDICATED ON THE DRAWINGS AND FOR ALL EXTERIOR DEVICES. Q. PROVIDE WIRE AND CABLE WITH INSULATION VOLTAGE RATING EQUAL TO OR GREATER THAN THE APPLIED SYSTEM VOLTAGE. PROVIDE SOLID OR STRANDED COPPER CONDUCTORS WITH TYPE THWN, THHN, OR XHHN INSULATION FOR NO. 12 AWG AND NO. 10 AWG CONDUCTORS. PROVIDE STRANDED COPPER CONDUCTORS WITH TYPE THWN, THHN, OR XHHW INSULATION FOR NO. 8 AWG AND LARGER CONDUCTORS. PROVIDE MINIMUM NO. 12 AWG CONDUCTOR SIZE, UNLESS NOTED OTHERWISE. USE THE MINIMUM CONDUCTOR SIZE WHEN NO SIZE IS INDICATED. ALL CONDUCTORS TO BE COLOR - CODED AS FOLLOWS;120/208 VOLT SYSTEMS -PHASE A(BLACK), PHASE B(RED), PHASE C(BLUE), NEUTRAL(WHITE). 277/480 VOLT SYSTEMS -PHASE A(BROWN), PHASE B(ORANGE), PHASE MELLOW), NEUTRAL(WHITE WITH TRACER OR GRAY). GROUNDING SYSTEM(GREEN). R PRIOR TO TURNING THE BUILDING OVER TO THE OWNER TURN ON ALL EQUIPMENT IN THE BUILDING INCLUDING LIGHTING AND WITH A MULTIMETER, READ THE CURRENT DRAWN ON EACH HOT LEG OF FEEDER SUPPLYING EACH DISTRIBUTION PANEL IF THE CURRENT IN ANY ONE LEG VARIES MORE THAN 5% (PLUS OR MINUS) FROM THE ARITHMETIC AVERAGE OF THE CURRENT IN ALL THE HOT LEGS, RECONNECT THE BRANCH CIRCUITS TO OBTAIN A BALANCED LOADING. S. PROVIDE FIRE BARRIERS AROUND CONDUIT, PIPE, TUBING, BUS DUCTS AND CABLES PASSING THROUGH SMOKE AND FIRE RATED FLOORS AND WALLS. PROVIDE CP 25, 303 AND PSS7904 SERIES BY 3M, OR "FLAME -SAFE' SYSTEM BY THOMAS AND BETTS CORP FOR FIRE SEALS. T. MAKE CONNECTIONS TO ALL MOTORS AND EQUIPMENT FURNISHED AND SET IN PLACE BY OTHERS. PROVIDE STARTERS, MANUAL CONTROLS AND AUXILIARY EQUIPMENT WHERE INDICATED IN SCHEDULES AND SPECIFIED HEREIN. PROVIDE ALL DISCONNECT SWITCHES AS INDICATED IN SCHEDULES, SPECIFIED HEREIN AND REQUIRED BY CODE. 16400 - POWER DISTRIBUTION A. RETAIL METERING CENTER. 1. PROVIDE METER SECTIONS CONTAINING METER QUANTITIES AS INDICATED ON THE DRAWINGS. 2. PROVIDE METER BRANCHES RATED 200 AMP MAXIMUM. 3. PROVIDE 3 PHASE, 4 WIRE METERS FOR USE ON 120/208 VOLT AND 277/480 VOLT, 3 PHASE, 4 WIRE SYSTEMS WITH SEVEN (7) JAW METER SOCKETS. METERS FURNISHED BY THE UTILITY COMPANY. U 4. MOUNT ALL OF THE ABOVE COMPONENTS AS SHOWN ON THE DRAWIN GS IN A UL APPROVED AND LABELED, NEMA CLASS 1 FLOOR MOUNTED STEEL ENCLOSURE ENCLOSURE TO BE CONSTRUCTED TO FINISHED STEEL CLEANED, PRIMED, AND PAINTED WITH BAKED ENAMEL FINISH PRIOR TO SHIPMENT TO THE JOB S ENT T SITE B. PROVIDE FUSES OF THE FOLLOWING TYPES (BUSSMAN USED AS REFERENCE): 1, 600 AMPS AND ABOVE TIME -DELAY TYPE DESIGNED TO HOLD 500% OF RATED CURRENT FOR A MINIMUM OF 4 SECONDS AND CLEAR 20 TIMES CURRENT IN 0.01 SECONDS OR LESS WITH INTERRUPTING RATINGS OF 200,000 AMPERES RMS SYMMETRICAL AND PEAK LET - THROUGH CURRENT AND ENERGY LET - THROUGH VALUES ESTABLISHED BY U.L. STANDARD FOR CLASS L FUSES. PROVIDE KRP-C FUSES. 2. BELOW 600 AMPS: DUAL - ELEMENT CONSTRUCTION WITH INTERRUPTING RATING OF 200,000 AMPERES RMS SYMMETRICAL AND PEAK LET -THRU CURRENT ESTABLISHED BY U.L. STANDARD FOR CLASS RK -1 FUSES. PROVIDE LPN - RK/LPS -RK. 3. MOTOR CIRCUITS: PROTECT ALL INDIVIDUAL MOTOR CIRCUITS WITH FULL LOAD AMPERE RATING (FLA) OF 480 AMPERES OR LESS WITH DUAL - ELEMENT TIME -DELAY FUSES. PROVIDE LPN - RK/LPS -RK. PROTECT LARGER HORSEPOWER MOTORS WITH TIME -DELAY FUSES. PROVIDE KRP-C FUSES. PROVIDE U.L CLASS RK1, DUAL-ELEMENT TIME -DELAY FOR ALL OTHER MOTORS,. MOTOR CONTROLLERS: PROTECT NEMA AND IEC STYLE MOTOR CO 4. R CONTROLLERS WITH DUAL - ELEMENT, TIME -DELAY FUSES TO PROVIDE TYPE 2 COORDINATION FOR THE CONTROLLER PROVIDE LPS -RK FUSES. 5. PROTECT CIRCUIT BREAKER PANELS WITH U.L CLASS RKI, CLASS L FUSES. PROVIDE LPN -RK, LPS -RK, OR KRP-C FUSES. 6. PROVIDE FUSE SIZES AS INDICATED ON THE DRAWINGS. 7. ACCEPTABLE MANUFACTURERS: BUSSMAN, FERRAZ -SHAWMUT OR LITTELFUSE OR PRE - APPROVED EQUAL. C. PROVIDE LIGHTING AND APPLIANCE PANELBOARD ASSEMBLIES ADHERING TO THE FOLLOWING SPECIFICATIONS: 1. ENCLOSURES CONSTRUCTED OF GALVANIZED SHEET STEEL OF THICKNESS AS REQUIRED BY CODE, WITH ENAMELED STEEL TRIM, DISTRIBUTED BUSING, HINGED STEEL DOORS LATCHES, LOCKS AND ADJUSTABLE TRIM CLAMPS. PROVIDE NEMA 3R ENCLOSURES FOR EXTERIOR LOCATIONS. 2. PROVIDE WELDED METAL FRAME WITH TYPED CIRCUIT DIRECTORY FOR EACH PANEL. 3. COMPLIANT TO THE FOLLOWING STANDARDS: UL 50, UL 67, NEMA PB -1, NFPA 70 AND FED. SPEC W- P -115C , UL 489, NEMA AB-1, FED. SPEC. W-C-375B/GEN, IEC 157 -1 AND BS 4752. 4. COMPLIANT TO ARTICLE 384 OF THE NEC: "LIGHTING AND APPLIANCE PANELBOARD". MAXIMUM OF 42 POLES PER PANELBOARD ASSEMBLY. 5. PROVIDE PANELBOARDS WITH INTERRUPTING RATINGS AS SHOWN ON THE PLANS. 6. PROVIDE 240 VOLT AC RATED PANELBOARDS FOR 208/120 AND 240 VOLT AC SYSTEMS. PROVIDE 480277 VOLT RATED PANELBOARDS FOR 480/277 VOLT SYSTEMS. 7. PROVIDE TIN - PLATED COPPER BUS BARS OR TIN - PLATED ALUMINUM BUS BARS, 8. PROVIDE PROPER LUGS (75° C. MINIMUM TEMPERATURE RATING) AND GUTTER SPACE FOR CABLE SIZE INDICATED ON THE PLANS. 9. PROVIDE ALL PANELS BY THE SAME MANUFACTURER 10. PROVIDE SCREW MOUNTED, ENGRAVED NAMPLATES FOR EACH PANELBOARD. 11. PROVIDE MOLDED CASE, NON- ADJUSTABLE, THERMAL - MAGNETIC, QUICK -MAKE, QUICK - BREAK, BOLT -ON TYPE CIRCUIT BREAKERS. REFER TO THE SCHEDULES ON THE PLANS FOR SIZES AND QUANTITIES. 12. PROVIDE MULL -POLE BREAKERS WHERE INDICATED ON THE SCHEDULES. HANDLE TIES ON SINGLE POLE BREAKERS ARE NOT ACCEPTABLE 13. SERIES RATING OF CIRCUIT BREAKERS IS NOT ALLOWED. 14. ACCEPTABLE MANUFACTURERS: A. 240 VOLT 1.SQUARE D TYPE NQOD OF NF 2.SIEMENS TYPE S1 SERIES 3.CUTLER HAMMER POW -R -LINE 1A SERIES 4.GENERAL ELECTRIC AQ SERIES 5.PRE- APPROVED EQUAL B. 480 VOLT 1.SQUARED D TYPE NF PD DOi 2.SIEMENS TYPE 52 SERIES 3.CUTLER HAMMER POW -R -LINE 2A SERIES 4.GENERAL ELECTRIC AE SERIES 5.PRE- APPROVED EQUAL D. PROVIDE PANEL IDENTIFICATION LABEL FOR EACH PANEL INCLUDING PANEL NAME, VOLTAGE AND FEEDER. FOR EXAMPLE: "HDP -1.1, 480/277 V, 30, 4 WIRE, 2 "C - 4# 4/0 THWN ". E MOUNT PANELBOARDS AND CABINETS TO BUILDING STRUCTURE OR INTERIOR WALL CONSTRUCTION. MOUNT INDEPENDENT OF CONDUIT AND RACEWAYS ENTERING BOXES. F. MOUNT PANELBOARDS WITH CABINET TOP AT 78" ABOVE FINISHED FLOOR G. PROVIDE 3/4 •EMPTY CONDUITS FROM EACH FLUSH MOUNTED PANELBOARD. WHEN THE FLOOR IS ON GRADE PROVIDE THREE (3) CONDUITS INTO THE CEILING CAVITY ABOVE WHEN THE FLOOR HAS ACCESSIBLE SPACE BELOW, PROVIDE TWO (2) CONDUITS INTO THE CEILING SPACE ABOVE AND TWO (2) CONDUITS INTO THE ACCESSIBLE SPACE BELOW THE FLOOR ENDS SHALL BE CAPPED AND SHALL BE TAGGED AT BOTH ENDS WITH PERMANENT TAGS. H. PROVIDE A CIRCUIT DIRECTORY COMPLETELY TYPED ON THE INTERIOR OF EACH PANEL DOOR I. EQUIPMENT GROUND - SOLIDLY GROUND ALL CONDUIT SYSTEMS, SWITCH BOXES, CABINETS, MOTOR FRAMES, SWITCHGEAR, TRANSFORMERS, AND ALL OTHER PERMANENTLY INSTALLED EQUIPMENT IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE TO FORM A CONTINUOUS, PERMANENT AND EFFECTIVE GROUNDING SYSTEM. BOND EXPANSION JOINTS AND METAL RACEWAY SECTIONS. PROVIDE GROUND CONDUCTOR AS INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN. J. WHEN CONNECTING SINGLE PHASE CIRCUITS AND EQUIPMENT TO A THREE (3) PHASE SYSTEM, DISTRIBUTE THE LOADS ON THE PHASES TO ACHIEVE AN APPROXIMATELY BALANCED LOADING OF THE THREE -PHASE SYSTEM. 16430 - MOTOR CONTROL A PROVIDE "ON -OFF' TOGGLE TYPE MANUAL STARTER SWITCH WITH THERMAL OVERLOAD PROTECTION FOR SINGLE PHASE MOTORS, WHERE MANUAL CONTROL IS INDICATED. PROVIDE EACH SWITCH WITH A RED PILOT LIGHT INDICATING WHEN MOTOR IS ON. B. PROVIDE FULL VOLTAGE TYPE STARTERS AND THERMAL OVERLOAD PROTECTION AND EXTERNAL MANUAL RESET FOR ALL THREE -PHASE MOTORS, UNLESS INDICATED OTHERWISE. EQUIP EACH STARTER WITH 120 VOLT COIL CONTROL POWER TRANSFORMER, SECONDARY FUSE BLOCK AND FUSES, AUXILIARY CONTACTS AS INDICATED, RED ON PILOT LIGHT, AND "HAND -OFF -AUTO" CONTROL SWITCH. PROVIDE COMBINATION STARTER/DISCONNECT WHEN INDICATED ON THE PLANS. ACCEPTABLE MANUFACTURERS FOR MAGNETIC STARTERS: ALLEN - BRADLEY BULL. 509 &512, SQUARE D CLASS 8536, CUTLER HAMMER, GENERAL ELECTRIC, ITE/SIEMENS EQUIVALENT OR PRE - APPROVED EQUAL C. PROVIDE MANUAL MOTOR STARTING SWITCH OR TYPE "SS' FUSED DISCONNECT ADJACENT TO EACH 120 VAC SINGLE PHASE MOTOR LOCATED OUT OF SIGHT ANDIOR IN EXCESS OF 50'-0" FROM THE CONTROLLER OR AS INDICATED ON THE DRAWINGS.. D. INTER LOCK ROOFTOP HVAC UNIT FAN STARTER WITH DUCT DETECTOR TO SHUT DOWN FAN UPON DETECTOR ACTIVATION. 16460 - TRANSFORMERS A. PROVIDE VENTILATED, INDOOR, DRY -TYPE DISTRIBUTION TRANSFORMER WITH THE CAPACITY AND VOLTAGE CHARACTERISTICS INDICATED ON THE DRAWINGS. TRANSFORMERS 15 KVA AND ABOVE WILL BE DESIGNED TO OPERATE WITH A 115 DEGREES C. TEMPERATURE RISE ABOVE 40 DEGREES C. AMBIENT. PROVIDE ALL INSULATING MATERIALS FOR A 220 DEGREES C. INSULATION SYSTEM. B. PROVIDE TRANSFORMERS MEETING OR EXCEEDING NEMA CLASS 1 EFFICIENCY REQUIREMENTS AS REQUIRED IN THE LOCAL ENERGY CODE C. PROVIDE VOLTAGE TAPS S INDICATED A IN I ATED BELOW: 1. PROVIDE TWO 5% FCBN TAPS FOR ALL SINGLE AND 3 PHASE TRANSFORMERS 9 KVA AND BELOW. 2. PROVIDE TWO 2 1/2% FCBN AND TWO 2 1/2% FCAN TAPS FOR ALL 3 PHASE TRANSFORMERS 15 KVA AND BELOW. 3. PROVIDE FOUR 2 1/2% FCBN AND TWO 2 1/2% FCAN TAPS FOR ALL 3 PHASE TRANSFORMERS ABOVE 15 KVA D. PROVIDE SOUND RATINGS NOT EXCEEDING THE FOLLOWING LEVELS: 1. 0 TO 15 KVA, 40 DECIBELS. 2. 15 TO 50 KVA, 45 DECIBELS. 3. 50 TO 150 KVA, 50 DECIBELS. 4. 150 KVA OR GREATER, 50 DECIBELS. E. PROVIDE CONTINUOUS COPPER OR ALUMINUM COIL CONDUCTORS WITH BRAZED OR WELDED TERMINATIONS. F. ISOLATE TRANSFORMER CORE AND COIL FROM THE ENCLOSURE USING VIBRATION - ABSORBING MOUNTS. G. PROVIDE TRANSFORMERS 75 KVA OR LESS WITH ENCLOSURES SUITABLE FOR WALL FLOOR OR TRAPEZE MOUNTING. PROVIDE TRANSFORMER LARGER THAN 75 KVA WITH ENCLOSURES SUITABLE FOR FLOOR OR TRAPEZE MOUNTING. H. PROVIDE MAXIMUM CASE TEMPERATURES NOT EXCEEDING A 35C TEMPERATURE RISE ABOVE A 40 DEGREE C AMBIENT. I. ACCEPTABLE MANUFACTURERS: CUTLER HAMMER, GENERAL ELECTRIC, SORGEL, HEVI -DUTY JEFFERSON ELECTRIC OR PRE - APPROVED EQUAL 16500 - LIGHTING A COMPLY WITH NEC AS APPLICABLE TO THE INSTALLATION AND CONSTRUCTION OF LIGHT FIXTURES. B. COMPLY WITH UBC AS APPLICABLE TO THE INSTALLATION AND CONSTRUCTION OF LIGHT FIXTURES. C. PROVIDE LIGHT FIXTURES THAT ARE LISTED AND LABELED BY U.L OR ANOTHER NATIONALLY RECOGNIZED TESTING LABORATORY FOR THE APPLICATION. D. PROVIDE LAMP BALLASTS THAT COMPLY WITH CERTIFIED BALLAST MANUFACTURERS ASSOCIATION STANDARDS AND CARRY THE CBM LABEL E. COMPLY WITH ALL LOCAL STATE AND FEDERAL ENERGY CODES. 0 FIXTURES WITH LAMPS, FOR EACH OUTLET SHOWN ON F. PROVIDE F THE DRAWINGS AND AS SPECIFIED HEREIN. SEE FIXTURES LIST ON THE PLAN. G. PROVIDE FLUORESCENT LAMP BALLASTS WITH THE FOLLOWING MINIMUM SPECIFICATIONS 1. PROVIDE U.L. LISTED AND LABELED, C.B.M. APPROVED BALLASTS. 2. PROGRAMMED RAPID START TECHNOLOGY TO ENSURE LONGEST LAMP LIFE 3. T8 ONLY: PARALLEL - WIRED OPERATION TO ENSURE LIGHT OUTPUT FROM ONE BALLAST EVEN WITH ONE OR TWO LAMPS EXTINGUISHED. 4. COMPACT FLUORESCENT ONLY: SERIES WIRED LAMPS FOR MULTIPLE LAMP CONFIGURATIONS, AND PLUG -IN LEAD CONNECTORS FOR ALL LAMP LEADS 5. CLASS "P" RATED WITH THERMALLY ACTIVATED AUTOMATIC RESETTING PROTECTIVE DEVICES SEALED IN HOUSING. 6. CURRENT CREST FACTOR 1.7 OR LESS ON 60 HZ MODULATED CURRENT. 7. COMPLY WITH FCC RULES PART 18 REQUIREMENTS GOVERNING ELECTROMAGNETIC AND RADIO FREQUENCY INTERFERENCE 8. COMPLIES WITH IEEE 587 FOR WITHSTANDING LINE TRANSIENTS, VOLTAGE REGULATION + 10 PERCENT, LIGHT REGULATION ± 10 PERCENT. 9. BALLAST FACTOR 0.88 OR HIGHER 10. POWER FACTOR GREATER THAN 95 PERCENT 11. SOUND RATING: 'A" 12. MINIMUM 5 YEAR WARRANTY INCLUDING $10 /BALLAST LABOR 13. TOTAL HARMONIC DISTORTION: <20 %, BUT GREATER THAN 10 %. 14. END -OF -LIFE LAMP SENSING FOR ALL COMPACT FLUORESCENT BALLASTS. H. APPROVED MANUFACTURERS - T8 ELECTRONIC BALLASTS 1. ADVANCE CENTIUM PROGRAM RAPID START SERIES 2. UNIVERSAL LIGHTING TECHNOLOGIES TRIAD ACCUSTART SERIES I. APPROVED MANUFACTURERS - COMPACT FLUORESCENT 1. MOTOROLA GOLD EDITION 2. ROBERTSON 3. OSRAM QUICKTRONIC SERIES 4. UNIVERSAL LIGHTING TECHNOLOGIES J. PROVIDE INSIDE FROSTED LAMPS WITH BRASS BASE, RATED 130 VOLTS FOR ALL INCANDESCENT LAMPS, UNLESS NOTED OTHERWISE. 1. APPROVED MANUFACTURERS A PHILIPS B. GENERAL ELECTRIC C. OSRAM/SYLVANIA D. PRE - APPROVED EQUAL K. PROVIDE MINIMUM 85 CRI FOR ALL FLUORESCENT LAMPS, PROVIDE 4100K COLOR LAMPS FOR ALL FLUORESCENT FIXTURES. 1. PROVIDE F032, F025 AND F017 T8 LAMPS FOR All 4', 3' AND 2' FIXTURES, RESPECTIVELY, UNLESS NOTED OTHERWISE 2. APPROVED MANUFACTURERS: A. GE STARCOAT SPX B. PHILLIPS TL80 C. OSRAM SYLVANIA OCTRON 800XP L. PROVIDE SOLID STATE, SLID -TYPE DIMMERS SUITABLE FOR MOUNTING BEHIND A STANDARD DEPTH FACEPLATE AND FOR OPERATION ON COMMON NEUTRAL CIRCUITS. 1. PROVIDE 600 WATTS CAPACITY PER DIMMER UNLESS NOTED OTHERWISE ON THE PLANS. 2. ACCEPTABLE MANUFACTURERS: LUTRON NOVA T -STAR SERIES OR PRE - APPROVED EQUAL. M. SOLID STATE TYPE TIME SWITCHES. 1. PROVIDE SOLID STATE, PROGRAMMABLE 24 HOUR OR 7 -DAY, ELECTRIC TIME SWITCH WITH FOUR (4) SPST CONTACT RATED 20A AT 240 VOLTS. PROVIDE LONG LIFE LITHIUM BATTERY BACKUP TO MAINTAIN TIME AND MEMORY SETTING DURING A POWER OUTAGE. 2. PROVIDE ASTRONOMICAL CONTROL. 3. ACCEPTABLE MANUFACTURERS A. PARAGON EC7000 SERIES B. TORK MODEL 0100 SERIES C. PRE - APPROVED EQUAL N. PROVIDE LIGHTING CONTACTORS THAT ADHERE TO THE FOLLOWING SPECIFICATIONS, WHERE LIGHTING CONTROL RELAYS OR CONTACTORS ARE CALLED OUT ON THE DRAWINGS: 1. ELECTRICALLY HELD RELAY, 30 AMP BALLAST RATED, 20 AMPS TUNGSTEN RATED @ 277 VOLTS 2. 2 POLE MINIMUM (REFER TO PLANS FOR REQUIRED POLES) 3. INSTALLED IN NEMA 1 ENCLOSURE INDOORS, NEMA 3R ENCLOSURE OUTDOORS, 4. COIL VOLTAGE: 24VAC. 5. COORDINATE ACCESSORIES WITH DIVISION 15'S EMS CONTRACTOR 6. APPROVED MANUFACTURERS: A. SQUARE D CLASS 8903, TYPE 'L' SERIES B. ASCO 917 SERIES C. SIEMENS TYPE CLM D. PRE - APPROVED EQUAL 0. PROVIDE PHOTOELECTRIC SWITCH CONTROL WITH A SET OF SPST CONTACTS RATED AT 120 VOLT AC, 1800VA IN A NEMA 3R ENCLOSURE. 1. UL LISTED. 2. APPROVED MANUFACTURERS: A. PARAGON CW/210 SERIES B. TORK 2101 SERIES 3. IF USED AS A SENSOR INPUT TO THE LIGHTING CONTROL SYSTEM, PROVIDE PHOTOCELL CONTROLLERS FULLY - COMPATIBLE WITH THE LIGHTING CONTROL PANELS USED ON THIS PROJECT. REFER TO SECTION 16915. P. PROVIDE ALL HANGERS, RODS, MOUNTING BRACKETS, SUPPORTS, FRAMES, ETC. FOR PROPER AND SAFE FIXTURE INSTALLATION. INSTALL ALL FIXTURES IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AND INSTRUCTIONS. Q. PROVIDE FIXTURES COMPLETE WITH ALL AUXILIARIES REQUIRED FOR PROPER, SAFE AND DISTORTION FREE INSTALLATION IN THE VARIOUS CEILING CONSTRUCTIONS IN WHICH THEY APPEAR. COORDINATE CEILING TYPES WITH THE ARCHITECTURAL DRAWINGS AND PROVIDE COMPATIBLE FIXTURES. R PROVIDE FELT OR FIBERGLASS GASKETS ON ALL INCANDESCENT LIGHTING FIXTURES WHERE NECESSARY TO PREVENT LIGHT LEAKAGE AT THE CEILING LINE S. SECURELY SUPPORT ALL LIGHT FIXTURES DIRECTLY FROM BUILDING STRUCTURAL MEMBERS OR 11/2° OR LARGER STEEL CEILING FRAMING CHANNELS. USE STEEL CHANNEL EQUIVALENT TO KINDORF #6029 WHERE IT IS NECESSARY TO SPAN THE BUILDING STRUCTURAL MEMBERS FOR FIXTURE SUPPORT. WOOD SUPPORTING MEMBERS OR WIRES WILL NOT BE ACCEPTABLE PROVIDE MINIMUM ' /4" DIAMETER LAG SCREWS WHEN ANCHORING INTO WOOD STRUCTURAL MEMBERS. PENETRATE WOOD STRUCTURAL MEMBERS A MINIMUM OF 2" WITH ALL SCREWS. PROVIDE STEEL OR LEAD, EXPANDABLE TYPE, ANCHORS WITH MINIMUM PENETRATION OF 11/2" WHEN ANCHORING TO CONCRETE WHEN INSTALLING LIGHT FIXTURES IN A SEISMIC ZONE, SECURE TO MEET ALL REQUIREMENTS. T. DO NOT SUSPEND ANY CONDUIT, LIGHT FIXTURES, OR BALLASTS FROM METAL ROOF DECK OR FROM THE CEILING SUSPENSION WIRES. SUPPORT ALL LAY -IN FIXTURES INDEPENDENT OF THE CEILING SUPPORT SYSTEM. PROVIDE FASTENING CLIPS ON EACH CORNER OF EACH FIXTURE IN ACCORDANCE WITH THE UBC AND STATE BUILDING CODES. U. EQUIP ALL FIXTURES USING CONDUIT STEMS WITH BALL SWIVEL HANGERS. IN FINISHED AREAS, PROVIDE CANOPIES FOR THE HANGERS. V. SUPPORT ALL SURFACE MOUNTED FLUORESCENT FIXTURES WITH A MINIMUM OF ONE HANGER PER FIXTURE PLUS ONE PER ROW. SUPPORT INDIVIDUAL FIXTURES WITH A MINIMUM OF TWO HANGERS, ATTACH FIXTURE HANGERS TO THE CEILING GRID PER CODE. W. SUPPORT ALL SUSPENDED FLUORESCENT FIXTURES WITH A MINIMUM OF TWO FIXTURE HANGERS. ATTACH EACH HANGAR TO A DEDICATED ANCHOR LOCATE HANGARS DIRECTLY ABOVE THE CORNERS OF THE LIGHT FIXTURES. X. WHERE MASTER/SLAVE OR INBOARD /OUTBOARD SWITCHING IS INDICATED, PROVIDE TANDEM -WIRED BALLASTS BETWEEN LIGHT FIXTURES AS REQUIRED BY THE LOCAL ENERGY CODE Y. WIRE ALL RECESSED LAY -IN FIXTURES WITH 6 FEET OF FLEXIBLE METAL CONDUIT WITH TYPE "THHNTrHWN" WIRE TO THE OUTLET BOX PROVIDE GROUNDING E GR AIDING TYPE CONNECTORS FOR ALL CONDUIT AND CABLE Z PROVIDE OUTLET BOXES ADJACENT TO EACH RECESSED FIXTURE OUTLET IN SUSPENDED CEILINGS TO PERMIT EACH FIXTURE TO BE ADJUSTED TO FIT CEILING PATTERN AND TO PERMIT 'FEED THROUGH' WIRING. M. AT THE TIME OF SUBSTANTIAL COMPLETION, ALL FIXTURES MUST BE INSTALLED AND LAMPED WITH NEW LAMPS. INSTALL ALL FIXTURES COMPLETE WITH LENSES, DIFFUSERS, REFLECTORS, LOUVERS AND OTHER REQUIRED ACCESSORIES. BB. REPLACE ANY DAMAGED REFLECTORS, DIFFUSERS, LOUVERS OR OTHER COMPONENTS AT NO EXPENSE TO THE OWNER CC. CLEAN ALL FIXTURES FREE OF DUST, FINGER PRINTS, PAINT, ETC.. DD. PERFORM AIMING AND ADJUSTMENT OF ALL LIGHTING FIXTURES IN ACCORDANCE WITH INSTRUCTIONS ISSUED BY THE ENGINEER/ TENANT. ADJUST ALL DIRECTIONAL TYPE FIXTURES (INTERIOR AND EXTERIOR) AFTER DARK UNDER THE DIRECTION OF THE ARCHITECT, ENGINEER, AND /OR TENANT. EE. REPLACE ALL DEFECTIVE BALLASTS WITHIN THE GUARANTEE PERIOD AT NO COST TO THE TENANT. FF. INSTALL DIMMERS WHERE INDICATED ON THE DRAWINGS. 1. WHERE DIMMERS ARE SHOWN GANGED WITH OTHER DIMMERS AND /OR OTHER DEVICES, SIZE OUTLET SUCH THAT DIMMERS WILL NOT BE UNDERATED. GG. INSTALL PHOTOCELL(S) PER MANUFACTURER'S RECOMMENDATIONS. 1. AIM AWAY FROM ARTIFICIAL LIGHT SOURCES SUCH AS STREET LIGHTS OR SECURITY LIGHTS. 2. SEAL PENETRATIONS THROUGH ROOF OR PENTHOUSE WALL. HH. INSTALL TIME SWITCHES ADJACENT TO THE SOURCE LIGHTING PANEL, UNLESS SPECIFICALLY LOCATED ELSEWHERE ON THE PLANS. 1. SET LONGITUDE AND LATITUDE SETTINGS AND THE ASTRONOMICAL TIME 2. PROVIDE TIME SETTINGS PER THE TENANTS DIRECTION. MMM.PROVIDE "NAMEPLATES" A SPECIFIED IN SECTION 16050 FOR ALL CONTACTORS AND TIME SWITCHES. LABEL CONTACTORS AND TIME SWITCHES TO INDICATE LOAD SERVED (E.G., CANOPY LIGHTS, STORE SIGN, ETC.). 16535 -- EMERGENCY LIGHTING A. PROVIDE AUTOMATIC BATTERY POWERED LIGHTING UNITS AS INDICATED ON THE DRAWINGS. B. PROVIDE EMERGENCY LIGHTING AS SHOWN ON THE PLANS TO ILLUMINATE THE EGRESS CORRIDORS AND OTHER REQUIRED AREAS. REFER TO THE LIGHT FIXTURE SCHEDULE ON THE DRAWINGS FOR TYPES. C. PROVIDE AN INTENSITY OF NOT LESS THAN 1.0 FOOTCANDLE AT THE FLOOR LEVEL ALONG THE PATH OF EGRESS. D. PROVIDE AN EXIT LIGHT AT EACH EXIT AND ALONG THE EGRESS PATH AS REQUIRED. E CONNECT EMERGENCY LIGHTS TO THE UNSWITCHED BRANCH CIRCUIT(S) IN THE AREA PROVIDE HANDLE -LOCK DEVICE FOR THAT CIRCUIT, 16741- VOICE AND DATA RACEWAY A. PROVIDE 4" SQUARE BOXES FOR EACH RECESSED OUTLET BOX. PROVIDE 3' /z° DEEP MASONRY TYPE IN RECESSED MASONRY INSTALLATIONS. PROVIDE MUD OR TILE RING AS REQUIRED FOR ALL BOXES. B. PROVIDE THE FOLLOWING IN ACCESSIBLE CEILINGS AS FOLLOWS: PROVIDE AN EMPTY BOX WITH (1) 3/4" CONDUIT STUBBED INTO CEILING SPACE FOR EACH TELEPHONE OUTLET INDICATED ON THE DRAWINGS; PROVIDE AN EMPTY BOX WITH (2) 3/4" CONDUIT STUBBED INTO CEILING SPACE FOR EACH DATA, VOICEIDATA OR FIBER OPTIC OUTLET INDICATED ON THE DRAWINGS. C. PROVIDE THE FOLLOWING IN INACCESSIBLE CEILINGS (PLASTER, SPLINE, GYPSUM, SECURITY GRID, PLANK, ETC.) AS FOLLOWS: PROVIDE AN EMPTY BOX WITH (1) 3/4" CONDUIT ROUTED TO THE NEAREST TELEPHONE BACKBOARD LOCATION FOR EACH TELEPHONE OUTLET, UNLESS NOTED OTHERWISE ON THE PLANS; PROVIDE AN EMPTY BOX WITH (2) 3/4" CONDUIT ROUTED TO THE NEAREST COMMUNICATIONS CLOSET BACKBOARD LOCATION FOR EACH DATA, VOICE/DATA, OR FIBER OPTIC OUTLET, UNLESS NOTED OTHERWISE ON THE PLANS. JAN 0 4 zoos �d- Fr No E , AC or Romex type willing allowed. No atta T1menk or support from any roll deck its allowed. Hangers, clamps and supports shall he fined to bar joists or beams only. All cabling sh_a[I be plenum rated. All Tenants served by Landlords air conditioning units have plenum returns. DATE: 11/21/01 JOB NO: 01- 320112 DRAWN: DJQ CHECKED: KLS /J..P 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 1 ilaig n A m 5 • cid 1 . 12/10/01 E4 J J c Q R i c W w 4 W r V 'n n 0 Q ^ D N) V , P Q HALLBERG ENGINEERING Mechanical /Electrical Consulting Engineers 1750 Commerce Court, Me Bear Lake, MN 55110 (651) 748 -1100 • Fax (651) 748 -9370 REVISIONS ELECTRICAL SPECIFICATION SHEET NUMBER LOAD BEARING "L" HEADER (LH) MARK OPENING (SPAN) L -SHAPE SIZE FULL HEIGHT STUDS Connect Header to Full Height Stud with: Refer to Detail Number: LH1 UP TO: S -6" 2 - 600L150 -43 TWO 4 - #10 7/S1 0.216 Up to 0.210 NOT USED Screw Size Normal Diameter (inches) Total Thickness of Steel (inches) 1,2 #6 0.138 Up to 0.110 #8 0.164 Up to 0.140 #10 0.190 Up to 0.175 #12 0.216 Up to 0.210 STRUCTURAL GENERAL NOTES --- APPLICABLE TO ALL CONSTRUCTION UNLESS OTHERWISE NOTED ON THE PLANS A. DESIGN SCOPE BY PRECISION STRUCTURAL ENGINEERING (PSE) 1. Design shown on drawing S1 and S2 by PSE include the following items. a. Seismic bracing of suspended ceiling. b. Framing of lid for restrooms. 2. Design shown on S1 and S2 does not include: Other beams, walls, studs, posts, headers, joists, sheathing, nailing, foundation and wind or seismic design for the whole building: finishers, architectural items, windows, doors, moisture bearers, water proofing mechanical units, plumbing, or electrical items. 9 P 9 P 9. For the design and /or details of any other items not mentioned in # 1 above, see additional drawings developed by others. 3. It is recommended that the contractor follow the next structural notes to insure that the building's elements work together to resist the applied loads. B. GENERAL REQUIREMENT: 1. Furnish all labor, materials, and equipment necessary to complete the work shown or inferred by these drawings. 2. Where construction details are not shown or noted for any part of the work, such details shall be the same as for similar work shown on the drawings. 3. Notes and details on the drawings take precedence over the general notes and typical details in case of conflict. 4. Provide manufacturer's approved product evaluation reports (ICBO reports) and a list of all proposed substitutions to the Engineer for review and written approval before fabrication. 5. Pipes, ducts, sleeves, chases, etc. shall not be placed in slabs, beams, or walls unless specifically shown or noted nor shall any structural member be cut for pipe, ducts, etc., unless specifically shown. Obtain prior written approval for installation of any additional holes, ducts, etc. 6. Locate and protect concealed conduit, plumbing or other utilities where new work is being performed. 7. The contract drawings and specifications represent the finished structure and do not indicate methods, procedures or sequence of construction. The contractor shall take necessary precautions to maintain and insure the integrity of the new and any existing structures during construction. The design stresses shall not be exceeded during construction based on the age of each element . Neither the owner nor Architect /Engineer will enforce safety measure regulations. Contractor shall design, construct and maintain all safety devices, including shoring and bracing for the new and any existing structures and shall be solely responsible for conforming to all local, state and federal safety and health standards, laws and regulations. Observation visits to the site by the engineer shall not include inspection of the above items. 8. Obtain prior written approval for any changes to the drawings. 9. The contractor shall review and compare the structural drawings with all other Construction Documents, such as Architectural, Mechanical and Electrical drawings, specifications, etc. Do not scale drawings. The contractor shall verify dimensions, elevations and all information. Report, in writing, any inconsistencies, errors, or omissions to the Architect /Engineer of record before proceeding with the work. 10. All existing construction is shown schematic only. Contractor is responsible to verify actual conditions and allow for them in his bid. Notify the Architect /Engineer, in writing, in case of any discrepancy between actual conditions and what is shown on the structural drawings before proceeding with the work. 11. See Architectural, Mechanical, Electrical and other drawings for embedded items. 12. Submit structural drawings signed and sealed by a professional Engineer licensed in Washington State for any structural member needed for this project that is not designed by P.S.E. 13. Any substitutions for structural members, hardware or details shall be reviewed by the Architect and Structural Engineer. Such review will be billed on a time and materials basis to the General Contractor with no guarantee that the substitution will be allowed. 14. All communication shall be in writing. No verbal communications, decisions, instructions or approvals shall be valid. C. CODE AND LOADS: 1. All design, material, and construction work for this project shall conform to the 2006 International Building Code With Washington State d. Ammendment. 2. The 2006 International Building Code. 4. a. Restroom ceiling dead load = 15 psf c. Restroom ceiling live load = 125 psf e. Site class = D g. SM1 = 0.7 i. Sd1 = 0.49 k. le = 1.0 m. Rp = 2.5 D. INSPECTION: The owner shall employ a qualified special Inspector to provide inspections of the suspended ceiling according to section 11A.1.3.9 of the above code. The Inspector shall be certified by the building official to perform the type of inspection specified. Inspection shall be provided for: See other sections of notes for more required inspections. these ections. q p Note: All discrepancies shall be brought to the immediate attention of the contractor for correction; then if not corrected, to the building official and to the Engineer in writing. The inspector shall furnish an inspection report to the building official and to the Engineer /Architect of Record. b. Suspended ceiling system dead load = 4 psf dead load. d. Occupancy Catagory = II f. S M s= 1.43 h. Sds = 0.95 j.SDC =D I. ap = 1.0 E. COLD FORMED STRUCTURAL FRAMING (LIGHT GAUGE STEEL): 1. GENERAL a. The structural framing and its installation shall meet the following standards: 1. American Iron and Steel Institute (AISI) "Cold Formed Steel Design Manual ", latest edition. 2. American Society for Testing and Materials (ASTM) Standard C -955 - Standard Specification for Load Bearing (Traverse and Axial) Steel Studs, Runners (Tracks), and Bracing or Bridging for Screw Application Of Gypsum Board and Metal Plaster Bases. 3. ASTM Standard C -1007- Standard Specification for Installation of Load Bearing (Traverse and Axial) Steel Studs and Related Accessories. b. Manufacturer of Light Gauge Framing: 1. Company specializing in fabrication of structural framing components with five years minimum experience. 2. Certified by the Light Gage Structural Institute, meeting current Inspection Guidelines. c. Temporary bracing shall be provided until permanent bracing has been installed. d. Punchouts, Cutting, Notching, and Hole Stiffening Flanges of joists, studs, headers, and other structural members shall not be cut or notched without an approved design. Web holes closer than 12 inches from center of hole to joist bearings, shall be reinforced with a solid steel plate, stud, joist, or track section of an equivalent thickness to the member it reinforces, provided that the following limitations are met: 1. The depth of the hole (across the web) does not exceed half the depth of the web, and 2. The length of the hole (along the web) does not exceed 4 inches or the depth of the web, whichever is greater. Reinforcement shall extend at least 1 inch beyond all edges of the hole and shall be attached to the web with #8 screws (minimum) spaced no greater than 1 inch on center along the edges of the reinforcement. 3. Unreinforced punchouts in webs of structural members shall not exceed 1 -1/2 inches wide x 4 inches long located along the centerline of the web at a minimum center to center spacing of 24 inches. e. The framing members shall have ends squarely cut by shearing or sawing, be installed plumb, square, true to line and securely fastened per the contract documents or approved connection details. f. Submit shop drawings and product data. Indicate on shop drawings component details, framed openings, anchorage, loading, type and location of fasteners and accessories or items required for other related work. 2. MATERIAL a. The cold-formed structural framing and accessories shall be manufactured from structural quality steel having minimum yield strength of 33 KSI, for all design thicknesses and have minimum protective coating equal to G -60 galvanized finish � 9 9 P 9 q 9 (ASTM A653M -95, Z180). The steel shall conform to one of the following ASTM Standards: ASTM A653. b. Structural framing members shall conform to ASTM C955 and have engineering properties calculated in conformance with the AISI "Cold Formed Steel Design Manual ", latest edition. c. Load bearing steel framing members shall have a legible label, stamp, stencil, or embossment, at a minimum of 48 inches on center, with the following information as a minimum: 1. The manufacturer's identification. 2. The minimum uncoated steel thickness. 3, Minimum yield strength in kips per square inch. 4. "ST" for structural members. 5. Metallic coating weight (mass). 3. WALL FRAMING a. Building paper and sealer, or equivalent, shall be provided between the underside of the tracks when fastened directly to concrete. b. All load bearing studs shall be aligned with trusses, joists, and other horizontal or vertical load carrying members above or below the wall stud. Top and bottom wall tracks shall be of equal or greater thickness than that of the studs. c. Studs shall have full bearing against inside track web (1/16 inches max. gap), prior to stud and track attachment. d. Load bearing steel studs shall be laterally braced. Refer to 1/52 for construction details. 1. Gypsum board or structural sheathing (i.e. APA or plywood) fastened to wall studs in accordance with fastener schedule and shear wall schedule shown on plans. Sheathing shall cover the full - height of the wall from the bottom track to the top track. All edges and interior areas of the structural sheathing panels shall be fastened to a framing member and tracks. Provide blocking or strapping for unsupported panel edges. 2. In addition to number 1, one of the following methods shall be used: 2.1. Horizontal steel strapping installed at mid - height for 8 -foot walls, and 1/3 points for 9 and 10 -foot walls. 2.2. Wall -stud bridging installed in a manner that provides resistance to both minor axis bending and rotation. Bridging rows shall be equally spaced at 4-foot on centers for axial loading. e. Load bearing steel studs shall not be spliced without an approved design. f. Stud deflection due to wind load shall not exceed L/360. FASTENERS AND CONNECTIONS a. All fasteners shall be installed according to the manufacturer's approved product evaluation report [ICBOapproval]. b. Refer to fastener schedule and shearwall schedule per plan. c. Screws 1. All screws shall be a minimum size of #8 unless otherwise specified. All screws shall be corrosion resistant and shall be spaced such that the minimum center - center or edge distance of three screw diameters is maintained. -self drilling tapping screws shall conform to SAE -J78. A minimum of three exposed threads shall extend through the supporting steel member. Screws shall penetrate individual components of connections without causing permanent separation between the components. Screws shall be installed in a manner such that the threads or holes are not stripped. Head styles, threads, and point types for screws shall be selected based on application conditions and manufacturer recommendations. 2. Screw Diameter Size Guidelines Based on Total Thickness of Steel. For SI: 1" = 25.4 mm.are in 1. Greater thicknesses are possible, consult screw manufacturer. 2. Self- drilling trapping screws are required when total thickness of steel exceeds 0.033 inches. Sharp point screws are acceptable for steel thickness' of 0.033 inches (0.84 mm) or less. c. Bolts shall meet or exceed the requirements of ASTM A307. Bolts shall be installed with nuts and washers. Center to center spacing of bolt holes, connecting sheet metal material to concrete, shall be a minimum of three bolt diameters. Distance from the center of the bolt hole to the edge of the connecting member shall not be less than 1 -y2 bolt diameters. Bolt hole diameter shall not exceed the bolt diameter by more than 1/16 inch. Use pneumatically driven pins to attach floor, roof, and walls. Structural sheathing are allowed, provided: 1. Pin diameter shall be 0.10 inch or more. 2. Pins shall penetrate the steel framing a minimum of 1/4 inch. 3. Minimum distance between pins and panel edges shall be 3/8 inch. 4. Use adhesive between sheathing and joists. 5. Submit manufacturer's design values for approval to the engineer of record. F. ABBREVIATIONS: AB ADDL ALT APA ARCH B BLKG BN BOF CBC CJ CL CLR CONN CONT DBL DIM DL DO DWG DWL E EA EF EL EMBED EMBEDMENT EN EDGE NAIL FOR ENGINEER OF' RECORD KING STUD(S) PER HEADER SCHEDULE CONTINUOUS TOP TRACK HEAD TRACK BEYOND ANCHOR BOLT ADDITIONAL ALTERNATE AMERICAN PLYWOOD ASSOCIATION ARCHITECTURAL BOTTOM BLOCKING BOUNDARY NAIL BOTTOM OF FOOTING CALIFORNIA BUILDING CODE CONSTRUCTION JOINT OR CONTROL JOINT CENTER LINE CLEAR CONNECTION CONTINUOUS DOUBLE DIMENSION DEAD LOAD DITTO (REPEAT) DRAWING DOWEL EXISTING EACH EACH FACE ELEVATION L- HEADER It1 WINDOW /DOOR OPENING HEAD TRACK SECTION C N.T EQ ES EW FA FD FEN FF FN FS FTG GALV GC GIR GLB GR HDR HGR HORIZ HSH ICBO ID INT JT LDGR LGST CRIPPLE STUD + +1- ++ ELEVATIO\ N.T.S. EQUAL EACH SIDE EACH WAY FRAMING ANCHOR FROST DEPTH FLOOR EDGE NAILING FINISHED FLOOR FIELD /INTERMEDIATE NAILING FAR SIDE FOOTING GALVANIZED GENERAL CONTRACTOR GEOTECHNICAL INVESTIGATION REPORT GLUED LAMINATED BEAM GRADE HEADER HANGER HORIZONTAL HORIZONTALLY SLOTTED HOLES INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS INSIDE DIAMETER INTERIOR JOINT LEDGER LIGHT GUAGE STEEL, COLD- FORMED STEEL KING STUD CONTINUOUS TOP TRACK "L" HEADER PER HEADER SCHEDULE CRIPPLE STUD BEYOND O.C. STUD LL MATL MAX MB MFR MIN. MTL NO. NS NTS OC OD OFDSC OH OSB OSSC OSV PDTF PERP PL PLF PSE PT PW REF REN REINF 1,81 LIVE LOAD MATERIAL MAXIMUM MACHINE BOLT MANUFACTURER MINIMUM METAL NUMBER NEAR SIDE NOT TO SCALE ON CENTER OUTSIDE DIAMETER OREGON ONE & TWO FAMILY DWELLING SPECIALTY CODE OPPOSITE HAND ORIENTED STRAND BOARD OREGON STRUCTURAL SPECIALTY CODE ON SITE VERIFY POWER- DRIVEN TRACK FASTENER PLATE POUND PER LINEAR FOOT PRECISION STRUCTURAL ENGINEERING PRESSURE TREATED PLATE WASHER REFERENCE ROOF EDGE NAILING REINFORCEMENT O.C. STUD (2) #8 SCREW TYP. TOP OF WALL TRACK x OPENING WIDTH KING STUD(S) PER HEADER SCHEDULE ISOMETRIC RFT SGN SEP SIM SN SNL SPEC STD STGR STIFF T TB TD TG TH K TN TOB TOF TOW TYP UBC UON VERT VSH WD WEN WWF W/ W/0 RAFTERS STRUCTURAL GENERAL NOTES SEPARATION SIMILAR SHEAR NAIL SNOW LOAD SPECIFICATION STANDARD STAGGER STIFFENERS TOP TOP & BOTTOM TYPICAL DETAILS TONGUE & GROOVE THICKNESS /THICK TOENAIL TOP OF BEAM TOP OF FOOTING TOP OF WALL TYPICAL UNIFORM BUILDING CODE UNLESS OTHERWISE NOTED VERTICAL VERTICAL SLOTTED HOLES WOOD WALL EDGE NAILING WELDED WIRE FABRIC WITH WITHOUT - SCREW L- HEADER TO KING STUD PER HEADER SCHEDULE HEAD TRACK @ OPENING - CRIPPLE STUD(S) @16 "O.C.AND AT LOAD POINTS LIGHT GAGE STEEL L HEADER DETAILS AND SCHEDULE N 1' -2 L- HEADER RESTROON Scale: 1/4" = 1' -0" 3/8" FLOOR SHEATHING PER PLAN. SCREW PER PLAN. #8 SCREW T &B. 7' -8 11/16" OSV LGST TRACK, MATCH JOIST GAGE & DEPTH. #8 SCREW EACH SIDE, TRACK TO STUD,TYP. LOST STUD PER PLAN. DISCO\ TI \ U OU S WALL Scale: 3/4" = 1' -0" 4-#8 SCREWS @6 "O.C. L- HEADER TO TOP WALL TRACK SEE DETAIL 3/S1. RESTROO Scale: 1/4" = 1' -0" PLATFORM FRAMI V DISCO Scale: 3/4" = 1' -0" SEE DETAIL SEE DETAIL 5/S1. 4/S1. SEE DTL. ' ji 6/S1. 1' -4 1/16" 7' -8 11/16" OSV 23' --2" OSV PLATFOR \G PLA\ 7' -8 11/16" OSV V SECTION FLOOR SHEATHING PER PLAN. #8 SCREW EACH SIDE, TRACK TO STUD,TYP. LGST STUD PER PLAN. \TI \UOUS WALL DO?) 00(0 #8 SCREW T &B @ 6" O.C. JOIST BLOCKING USE #8 SCREW @ 6" O.C. STIFFENER AS REQ. BY JOIST MANUFACTURER. LEGEND: 7 /z /z/ BELO LOAD W BEARING /SHEAR - - - -- NON LOAD BEARING - - SHEARWALL BELOW n NUMERICAL VALUE, 1, 2, 3 ETC. INDICATES SHEET NOTES. SHEET INDEX: Si GENERAL STRUCTURAL & DETAILS S2 SUSPENDED CEILING DETAILS BALLOO\ FRA Scale: 3/4" = 1' -0" 0 ci 6 Precision Structural Engineering, Inc. www.structurel.com Klamath Falls Office 250 Main Klamath Falls, Oregon 97603 Phone: (541) 850 -6300 Fax: (541) 850-6233 psei@charter.net Medford Office 836 Mason Way Medford OR. 97501 Phone: (541) 858 -8500 Fax: (541) 776 -4663 pseil @gwest.net PSE,I PROJECT #: KF207 -1344 #8 SCREW T &B. FLOOR SHEATHING PER PLAN. SIMPSON L70 W/8 -##10 SCREWS. LGST JOIST PER PLAN. 4-#10 SCREWS TRACK TO STUD,TYP. LGST STUD PER PLAN. V ED WALL LGST STUD PER PLAN. LGST TRACK, MATCH STUD SIZE & GAGE. W /g "0 X 2 " HILTI KWIK BOLT TZ CARBON ANCHORS (ESR- 1917) @ 48" O.C. #8 SCREW EACH SIDE, TRACK TO STUD,TYP. PAN DECK FLOOR BY OTHERS. WALL/FLOOR CON \ EI� 10\ Scale: 3/4' = V-0" SKEET NOTES: REFER TO S1 FOR STRUCTURAL GENERAL NOTES AND TO SECOND FLOOR DETAIL SHEETS FOR CONSTRUCTION DETAILS. VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. DO NOT SCALE DRAWINGS. LAY FLOOR STRUCTURAL PANELS WITH THE LONG DIMENSION AT RIGHT ANGLE TO SUPPORTS AND CONTINUOUS OVER TWO OR MORE SPANS. FLOOR SHEATHING SHALL BE 3/4" OR MORE THICK APA T &G PLYWOOD OR OSB WITH 48 "/24" SPAN RATING. USE #8 SCREW @ 4" O.C. (BS) AT EXTERIOR WALLS AND INTERIOR SHEAR WALLS. #8 @ 6" O.C. (FES) ALONG PANEL EDGES AND #8 @ 10" O.C. AT INTERMEDIATE SUPPORTS, UON. MINIMUM PENETRATION IS 3 THREADS. USE GLUE. FIELD GLUE FLOORS TO ALL SUPPORTS AND T &G EDGES PER APA, AFG -01. FRAMING SHALL BE FREE OF SURFACE MOISTURE AND DEBRIS PRIOR TO GLUING. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS. USE 8005162 -68 JOISTS @ 16" O.C. DATE: 12/13/01 JOB NO: 011'53 DRAWN: MD1'1. CHECKED: N.T. i�r:rst' 'w......:;!���' ;^:�'�'.`3:�- �•':::.a1 =; .. e_ *'�..��� a�9;�s..�S�:i�s C O R T L A N D CIWIA M O R G A.N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 3'r. .s" -_ .s, "_..::Fr.•.ti?s . '°::`.:Ef: w' __,...,.. - .;:= Lana ICC CFI czt a • icxFlREs'7 -? - 7 _ REVISIONS R7,7-7-7f JAN 04 2008 PL; 6ENjEF 00 00 co cn ]: uJ H- H- L cn _�-'' >Y -� :.. i�_a f;�.:yr.^ .'... :_ . ��` �= :ik.`�.S`�::.v��"L•��� >��' ? "s .. _rte- i_.- y�� SHEET NUMBER Si _aim _ .:f_� _} _ r 1':,`-- rc:; G'* �• ^5:. 'e'•^.�- •:�L= �<<::�diK::. :,. . �. .....w•- '.r':1��'>'..w..liT . ,,_? i.'.: ��: ri: �..'�i: -�r _•:�.`n!'�'G�f_.. 0 0 • COMPRESSION STRUT NOTE: COMPRESSION STRUTS: NESTED SEQUENTIAL DIA. STL EMT SECTIONS W/ 4' MIN OVERLAP PER DETAIL, STARTING NOT MORE THAN 6' FROM ADJ. WALLS TO SUPPORT A TRIBUTARY AREA OF 144 SF MAX. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE. MIN EMT DIA. TO TOTAL STRUT LENGTH PER FOLLOWING TABLE TO MEET L/R RATIO OF 200MAX: 1/2' DIA TO 48' 3/4' DIA TO 68' I' DIA 18' 1 -1/4' DIA TO 102' 1 -1/2' DIA TO 130' COMPRESSION STRUT ♦IQ HANGER 4 SPLAY !BRACING WIDE LAYOUT SUSPE SCALE: NTS S' MAX or Y¢ LENGTH OF RUNNER WHICHEVER 15 LESS 1/2° 16 GA CONT STL BACKING STRIP PARTITION T -IBAR CLG. PERIMETER (FIXED) 8' MAX or Y4 LENGTH OF RUNNER WHICHEVER IS LESS 2 -HILTI X -EGN P.D.TF. w/ FULL PENETRATION ESR -1752 16 GA CONT STL BACKING STRIP SLOTTED ANGLE SPACER STRUT W/ 6d RINGSHANK NAIL T -IBAR CLG. PERIMETER (FREE) T —BAR C EXISTING STRUCTURAL STEEL BEAM OR NEW BOX BEAM BY G.C. 16 GA CHANNEL w/ I V LEGS 4 WIDTH TO ACCONDATE COMPRESSION STRUT - ATTACHED EXISTING STEEL BEAM FLANGE. COMPRESSION STRUT -BOLT TO CHANNEL w/ Y M.B. 12 GA SPLAY BRACE WIRE w/ 4 TIGHT TURNS w /in IV -TYP BOTH ENDS. COMPRESSION STRUT, ATTACH TO MAIN RUNNER w/ Y4' M. B. -SEE NOTE 4 DETAIL ABV. MAIN RUNNER -TYP CROSS RUNNER 9 2x2 CLG - DASHED ego /C f- CROSS RUNNER TYP. 12 GA HANGER WIRES a 4' OC w/ 3 TIGHT TURNS Win I Y2' -TYP. POP RIVET TRIM ANGLE ATTACH w/ *12 PI-ISMS 6 32' OC TRIM ANGLE ATTACH w/ *12 PHSMS 6 32' OC EILI HANGER WIRE 3 TIGHT TURNS Win I)' MAIN RUNNER or CROSS TEE ACOUST. TILE CLG HANGER WIRE 3 TIGHT TURNS w /in I Y' MAIN RUNNER or CROSS TEE ACOU5T. TILE CLG eTh .J \ O TE S 8c I. EXITWAYS: SURROUND EA. PANEL WI A MAIN or CROSS RUNNER. 2. COMPONENTS: SYSTEM SHALL SUPPORT NO OTHER COMPONENTS EXCEPT GRILLES or LIGHT FIXTURES. TOTAL SYSTEM LUST NOT TO EXCEED 4 PSI=. 3. HANGER WIRES: MN. 12 GA, MAX. 16 SF. NO SPLICES PERMITTED. 4 HANG WIRE w /in 8 or PERIMETERS: ER RE o SUPPORT or w /in ONE QUARTER or LENGTH of END TEE, WHICHEVER IS LESS. 5. PROVIDE SUPPLEMENTARY SUPPORT a OBSTRUCTIONS 4 AT CLG BREAKS or SOFFITS. HANGER WIRES MORE THAN b6 OUT or PLUMB SHALL HAVE COUNTERSLOPE WIRES. 6. ATTACH SYSTEM TO NOT MORE THAN 2 ADJACENT WALLS, LEAVE i° FREE of OTHER WALLS. WHERE WALLS ARE DIAGONAL, ONE END of MAIN 4 CROSS RUNNERS SHALL BE FREE AND 4' CUR of WALL. 1. PROVIDE STRUTS or 16 GA WIRE TO CONNECT FREE END of CROSS RUNNERS MORE THAN 12' FROM WALL TO PREVENT LATERAL SPREAD IN& S. SPLAYED BRACING ASSEMBLIES: SETS of 4 WIRES ORIENTED 90 DEGREES FROM EA OTHER, 12 GA MN, MAX SPACING of 12 AND AT LOCATIONS NOT MORE THAN Yz OF THESE AREAS ALONG EACH PERIMETER WALL 4 VERTICAL CLG OFFSETS. PROVIDE VERTICAL COMPRESSION STRUT 6 EA SET of BRACING WIRES. S. SLOPE of BRACING WIRES: 45 DEGREES FROM PLANE of CLG. MAINTAIN WIRES TIGHT, NO SPLICES. 10. (3) TIGHT TURNS REc 'D 6 HANGER WIRE, (4) TIGHT TURNS a BRACING WIRE, ALL w /in A DISTANCE OF 1Y'. ALIGN WIRES IN DIRECTION of PULL. 11. SEPARATE WIRES 6° FROM UNBRACED DUCTS, PIPES or CONDUIT. CONDUIT 3(4° DIA. or LESS MAY BE ATTACHED TO WIRES w/ APPROVED CONNECTORS. 12. LIGHT FIXTURES: ATTACH TO CLG SYSTEM TO RESIST HORIZ. FORCE EQ. TO THE WEIGHT of THE FIXTURE. 13. LIGHT FIXTURES 4 AIR TERMINALS WEIGHING UNDER S6LBS MAY BE SUPPORTED BY HEAVY DUTY GRID RUNNERS, BUT SHALL ALSO NAVE (2) 12 GA SLACK SAFETY WIRES AT DIAG. CORNERS TO STRUCTURE ABOVE. SUPPORT LIGHT FIXTURES 4 AIR TERMINALS WEIGHING OVER 56LBS INDEPENDENTLY w/ (4) TAUT 12 GA. WIRES. WIRES 4 ATTACHMENTS SHALL BE CAPABLE OF SUPPORTING 4x WEIGHT of UNIT. 14. SURFACE MOUNTED FIXTURES: SUPPORT w/ MIN. (2) POSITIVE DEVICES WHICH SURROUND RUNNER SUPPORT RUNNER w/ 12 GA HANGER WIRE. SPRING CLIPS or CLAMPS NOT SUPPORTED BY HANGER WIRE NOT PERMITTED. I. PENDANT MOUNTED FIXTURES: SUPPORT DIRECT FROM STRUCTURE w/ HANGER WIRE or CABLE PASSING THRU EACH PENDANT HANGER, CAPABLE of SUPPORTING 4x WEIGHT OF FIXTURE. 16. DO NOT ECCENTRICALLY LOAD SYSTEM. 11_ SUSPENSION GRID SYSTEM: HEAVY DUTY ER -1994_ SEE SPECS for APPROVED PRODUCTS. 18. ALL SPRINKLER HEADS SHALL HAVE 2' OVERSIZED RING AROUND HEAD TO ALLOW I' OF INDEPENDANT MOVEMENT IN ANY DIRECTION. I9. CABLE TRAY AND CONDUIT SHALL BE SUPPORTED INDEPENDANTLY OF CEILING. 20. SUSPENDED CEILING SHALL BE SUBJECT TO SPECIAL INSPECTION SECTION 114.1.3.9 21. PERIMETER CLOSURE ANGLE SHALL BE L2'X2'XI6GAGE MIN.. CEILING SHALL BE ATTACHED TO ANGLE AT ONE END ON AJACENT WALLS AND FREE TO SLIDE i' AT THE OPPOSING WALLS. 22. CEILING AREAS GREATER THAN 2,500 SF SHALL BE SPERATED BY EITHER A FULL HEIGHT PARTITION WALL OR A CEILING EXPANSION JOINT PER X /SX. SUSPENDED CEILING NOTES HILTI X -EPG PD.TF. w/FULL PENETRATION ESR -1152 HILTI CEILING CLIP 12 GA x 3 /' WIDE 3 TIGHT TURNS w /in HANGER WIRE frf/ irma 5 /S' MAX I MAX�L 4 TIGHT TURNS w /in l ki BRACE WIRE I.J IRE CONNECTIONS TO EXISTINe STRUCTURAL STEEL BEAM DETAILS EXISTING STRUCTURAL STEEL BEAM OR NEW BOX BEAM BY G.C. 12 GA x I' WIDE STL STRAP 1. INSTALL LUMINAIRE SUPPORTS IN ACCORDANCE w/ THE REQ'MNTS OF CISCA GUIDLINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEM. 2. SUPPORT RECESSED LUMINAIRES IN ACCORDANCE w/ THE FOLLOWING TABLE: TYPE OF CEILING LUMINAIRE SIZE LUMINAIRE WEIGHT WIRE HANGERS HEAVY DUTY 2 X 4 OR LESS < 56 LBS. 2 *12 GA. (SLACK) HEAVY DUTY 4 X 4 < 56 LBS. 4 *12 GA. (SLACK) CLG SUPPORT WIRES. SECURE TO STRUCTURE PER DETAILS LUMINAIRE SUPPORT WIRES, *12 GALV. IRON STEEL WIRE. SEE NOTE 2 Y2' FLEX CONDUIT w/ BRANCH CIRCUIT WIRING TO J -BOX 6' -0' MAX LENGTH T -BAR GRID LENS OR LOUVER LAY -IN ACOUSTIC TILE, FINISHED CEILING. SUSPENDED FIXTURE LU V I\ SCALE: 1- 1 /2' =1' -0' 4 TIGHT TURNS w /in RECESSED -TYP LUMINAIRE AIRE V OU N (2)'5SMS€ EA END OF LUMINAIRE, NEAR CORNERS, SCREWED FROM INSIDE LUMINAIRE TO T -BAR TI G DETAILS REVIEW �,NCE C COMPLIANC APPR JAIL City Of "Tulotola Xt' G IDIYASTN Precision Structural Engineering, Inc. www.structurel.com Klamath Falls Office 250 Main Klamath Falls, Oregon 97603 Phone: (541) 850 -6300 Fax: (541) 850 -6233 psei©charter.net Medford Office 836 Mason Way Medford OR. 97501 Phone: (541) 858 -8500 Fax: (541) 776 -4663 pseil (Dgwest.net PSE, I PROJECT #: KF207 -1344 DATE: 12/13/01 JOB NO: 01193 DRAWN: M.D.M. CHECKED: N.T. C O R T L A N D CIWIA M O R G A N ARCHITECT • gi:;.11 = 'Y••� m 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 6 • 0 .2 F. ; 0 0 Li 1 J 0 Lj �.3 -: .. n. _ .' v =y:.. ....- _. _"• S .....:.a' >.r.- r.....?.... ":Y•..._ ......f'.i: _ �': y §:, 4..:. �.. REVISIONS JAN 0 4 2008 GL.NTER CO LO c a m M d CV `' . y x V) a a E Qo • rn C > ' • E n ▪ (17 N " ▪ W 0 a SHEET NUMBER S2 ARCHITECT CORTLAND MORGAN 711 N. FIELDER ROAD ARLINGTON, TX 76012 PHONE: 517- 635 -5616 FAX: 817- 635 -56611 PROJECT MANAGER DAPHANE VOLTZ LAMI GRUBB MANAGEMENT SERVICES 100 EAST SWISSVALE AVENUE PITTSBURGH, PA 1521e PHONE: 412- 243 -3450 FAX: 412 - 571 -1556 ENGINEER HALLBERG ENGINEERING 1150 COMMERCE COURT WHITE BEAR LAKE, MN 55110 PHONE: 651 -748 -1100 FAX: 651 - 745 -1510 OWNER JONATHAN figADLOII PROJECT MANAGER PHONE: 175-526-1110 A TIM ANDERSON VICE PRESIDENT OF CONSTRUCTION PHONE: 113 - 8261421 AEROPOSTALE 201 WI LLOWBROOK BLVD. 1th FLOOR WAYNE, NJ 01410 EGRESS DIAGRAM SITE MAP th • \ '` itkoh KEY PLAN 3rd EXIT ROUTE: DISTANCE = 54' -0" 2nd EXIT ROUTE: DISTANCE = 62' -0" EXITING: REQUIRED EXITS 2 FURNISHED EXITS 2 DISTANCE = 87' -0° ADJACENT TENANT ADJACENT TENANT AEROPOSTALE WESTFIELD SOUTHCENTER 2626 SOUTHCENTER MALL 04 WA 1SI SS - .1£S8t''s. `a AEROPOSTALE STORE LOCATION SPACE #2101 3868 SQUARE FEET LEVEL 2 of 5 A GENERAL CONSTRUCTION NOTES I. THE GENERAL CONTRACTOR (HEREIN AFTER GALLED THE G.G.) 15 TO VISIT THE SITE PRIOR TO SUBMITTING A BID TO VERIFY EXISTING CONDITIONS. 2. G.G. IS TO VERIFY LEASE SPACE DIMENSIONS AND EXISTING BUILDING ELEMENTS FOR COMPLIANCE WITH THE DRAWINGS. NOTIFY THE OWNER AND ARCHITECT FOR RESOLUTION OF DIMENSIONAL CONFLICTS IF EXISTING. NO CHANGE ORDERS WILL BE ISSUED FOR CHANGES REQUIRED IN THE WORK AFTER CONSTRUCTION HAS COMMENCED UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER. 5. ANY DISCREPANCIES, ERRORS, OR OMISSIONS DISCOVERED IN THE CONTRACT DOCUMENTS BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND LAMI GRUBB BEFORE PROCEEDING WITH RELATED WORK. OTHERWISE, THE CORRECTION OF SUCH ITEMS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. THE G.G. SHALL MEET WITH AN AUTHORIZED REPRESENTATIVE OF THE LANDLORD TO REVIEW CONSTRUCTION PROCEDURES. G.G. SHALL COORDINATE WORK WITH THE LANDLORD WITH REGARD TO TEMPORARY BARRICADES, UTILITIES, ALLOWABLE MATERIALS, TRAFFIC ROUTES, DELIVERY LOCATIONS AND METHODS, STORAGE OF MATERIALS AND TOOLS, NOISE, DUST CONTROL, REQUIRED DEPOSITS, REQUIRED CONTRACTORS, GLEAN -UP, AND ALL OTHER MATTERS REQUIRING ADHERENCE TO LANDLORD REQUIREMENTS. 5. APPLICABLE STANDARDS OF THE CONSTRUCTION INDUSTRY HAVE THE SAME FORGE AND EFFECT ON PERFORMANCE OF THE WORK AS IF COPIED DIRECTLY INTO CONTRACT DOCUMENTS OR BOUND AND PUBLISHED HEREWITH. COMPLY WITH STANDARDS IN EFFECT AS OF THE DATE OF CONTRACT DOCUMENTS, UNLESS OTHERWISE INDICATED. 6. THE G.G. IS RESPONSIBLE TO RECEIVE, COUNT AND VERIFY ALL OWNER FURNISHED ITEMS AT THE JOB SITE, INCLUDING, BUT NOT LIMITED TO: FREE - STANDING FIXTURES, PERIMETER FIXTURES, FLOORING, BASE, GLAZING CHANNEL, CASEWORK ITEMS, LIGHTING, LAMPS, GRAPHIC BOXES, AND FITTING ROOM COMPONENTS. 1. EXCEPT AS OTHERWISE INDICATED, THE G.G. 15 TO FURNISH ALL MATERIALS, LABOR AND EQUIPMENT FOR THE COMPLETE AND SATISFACTORY EXECUTION OF THE CONTRACT WORK AS SHOWN, CALLED FOR, EXPRESSED OR REASONABLY IMPLIED BY THE CONTRACT DOCUMENTS IN COMPLIANCE WITH CODES AND REGULATIONS OF ALL NATIONAL, STATE AND LOCAL AUTHORITIES HAVING JURISDICTION. WESTFIELD SOUTHCENTER SEATTLE, WA STORE #979 [--- REVISIONS N 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 i nclude additional plan review fees TENANT COORDINATOR JOSHUA KIMMEL WESTFIELD CORP., INC. 11601 WILSHIRE BLVD, 14TH FLOOR LO5 ANGELES, CA '10025 PHONE: 510 -515 -4761 FAX: 510575 --561611 MALL OPS. MGR. ANDY GIARROGGHI WESTFIELD SOUTHCENTER 653 SOUTHCENTER PARKWAY TUKWILA, WA 18188 PHONE: 206- 246 -0425 BUILDING DEPT. BUILDING DIVISION CITY OF TUKWILA 6300 SOUTHCENTER BLVD SUITE 100 TUKWILA, WA 6 18188 PHONE: 206 -451 -5670 SEPARATE PERMIT MMIT REQUIRED Mechanical Electrical Plumbing at Gas Piping City of Tukwil ;BOLDING DIVISION Permit No, FILE COPY r Plan le subject to ems end erasion& Approval of conetivallet documents does not aulkodze the violation deny adopted code d® . Receipt of approved Field a and =Moo le acknowledged: SY Date:. - I City of Tukwila BUILDING DIVISION ALL COLOR AND MATERIAL SELECTIONS MUST MEET ALL GORE REQUIREMENTS FOR FLAME SPREAD AND SMOKE DEVELOPMENT FACTORS. VERIFY AT JOBSITE CLEARANCE OF EXISTING BRACING AT REAR DOOR. 5. DOOR BELL TO BE INSTALLED AT 5' -6" A.F.F. TENANT'S CONTRACTOR TO GET APPROVAL AND GORING REQUIREMENTS ON UPPER LEVEL PRIOR TO PROCEEDING WITH WORK. TENANT SHALL PROPERLY SEAL ALL PENETRATIONS TO COMPLY WITH CODE REQUIREMENTS. THE FIRE RATED ASSEMBLY SHALL BE MAINTAINED. ALL PLUMBING, ELECTRICAL, AND MECHANICAL DEVICES PENETRATING THE FLOOR SHALL BE FIRE RATED. WATER PROOF MEMBRANE MUST BE INSTALLED UNDER CERAMIC, TILE IN TOILET ROOMS A MINIMUM OF 4" UP WALLS. TENANT REQUIRED TO INSTALL LANDLORD APPROVED LATEX RUBBER WATERPROOFING MATERIAL. MEMBRANE SHALL BE MANUFACTURER'S 2 -PART FORMULA CONSISTING OF LIQUID LATEX RUBBER AND POWDER FOR TROWEL APPLICATION WITH GLASS FIBER FABRIC REINFORCEMENT (LATICRETE 1255 OR SUMMITVILLE S- 61000). INSTALL A WATER TIGHT DOOR THRESHOLD. ALL SUPPORTS TO BE FROM STRUCTURAL SEAMS AND JOISTS. NO CONNECTING T@ DI G DECK ALLOWED. STOREFRONT MUST BE INDEPENDENTLY SUPPORTED. LANDLORD'S BULKHEAD CAN ONLY BE USED FOR LATERAL SUPPORT. CODE INFORMATION USE GROUP: M - MERCANTILE CONSTRUCTION TYPE: 25 FULLY SPRINKLED: YES OCCUPANCY CALCULATION: TOTAL SQUARE FOOTAGE = 5868 SALES AREA: = 26181 SF / 50 SF per person = 100 NON -SALES AREA: SSI SF / 300 SF per person = 5 TOTAL OCCUPANT LOAD = 105 DRAWING INDEX GS 151 Al A2 AS A4 AS A6 AS Aa AIO 561 MO MI M2 MS EO El E2 ES E4 SI 52 LLD NOTES .A IF IF 1 COVER SHEET SCHEDULES AND VENDOR LIST CONSTRUCTION PLAN FIXTURE PLAN DETAILS FLOOR COVERING PLAN REFLECTED CEILING PLAN $ DETAILS LIGHTING PLAN $ DETAILS STOREFRONT PLAN, ELEVATION $ DETAILS STOREFRONT SECTIONS 4 DETAILS INTERIOR ELEVATIONS DETAILS DETAILS SIGN DETAILS MECHANICAL TFTLE SHEET HVAC PLAN PLUMBING PLAN MECHANICAL SPECIFICATIONS LIGHTING FLAN POWER PLAN ELECTRICAL DETAILS ELECTRICAL SPECIFICATIONS GENERAL STRUCTURAL 4 DETAILS SUSPENDED CEILING DETAILS APPLICABLE GODES: 20&6 INTERNATIONAL BUILDING CODE W/ AMENDMENTS 2006 INTERNATIONAL MECHANICAL CODE 2006 NATIONAL ELECTRIC CODE 2006 UNIFORM PLUMBING CODE 2006 INTERNATIONAL FIRE CODE 2005 ANSI 1111 ACCESSIBILITY GUIDELINES 2005 NON - RESIDENTIAL ENERGY CODE PREVAILING LOCAL AMENDMENTS DESCRIPTION OF PROJECT: ' AEROPOSTALE' RETAIL CLOTHING STORE TENANT FIT -OUT OF A NEW DEMISED SPACE; NEW ADDITION TO AN EXISTING COVERED 3 STORY MALL (SHELL PERMIT DO6 -147) ISSUE FOR LANDLORD 11/23/07 11/23/07 11/23/07 11/23/07 11/23/07 11/23/07 11/23/07 11/23/07 11/23/07 11/23/07 11/23/07 11/23/07 11/23/07 11/21/07 11/21/07 11/21/07 11/21/07 11/21/07 11/21/07 11/21/07 RECEIVED CITY OF TUKWILA MAR 1 2008 PERMIT CENTER REVISION REVISION 'I' '2' PERMIT BID 12/27/07 01/23/08 12/27/07 01/23/08 12/27/07 01/23/08 12/27/07 01/23/08 12/27/07 12/27/07 12/27/07 01/23/08 12/27/07 12/27/07 12/27/07 12/27/07 12/27/07 01/23/08 12/27/07 12/27/07 12/27/07 01/23/08 12/27/07 12/27/07 12/27/07 12/27/07 12/10/07 12/10/07 12/10/07 01/23/08 12/10/07 12/10/07 12/10/07 12/10/07 ELECTRICAL TITLE SHEET 4 PANEL SCHEDULES 11/21/07 12/10/07 12/10/07 11/21/07 12/10/07 01/23/08 12/10/07 01/23/08 12/10/07 01/23/08 12/10/07 01/23/08 12/13/07 12/13/07 12/13/07 12/13/07 REVISION ' GON5TRJGTION 02/20/08 02/20/08 02/20/08 01/23/08 02/20/08 02/20/08 02/20/08 02/20/08 02/20/08 12/27/07 01/23/08 12/27/07 12/27/07 02/20/08 02/20/08 02/20/08 02/20/08 02/20/08 02/20/08 02/20/08 02/20/08 02/20/08 12/13/07 12/13/07 REVIEWI CODE CON MAR 2 Of] 4 REVISION '4' GON5T7IJGTION 03/17/08 03/17/08 02/20/08 01/23/08 02/20/08 02/20/08 02/20/08 03/17/08 02/20/08 12/27/07 01/23/08 12/27/07 12/27/07 02/20/08 02/20/08 02/20/08 02/20/08 02/20/08 02/20/08 02/20/08 02/20/08 02/20/08 12/13/07 12/13/07 D FOR PLIANCE )QED 2008 ukwila )SLQ REVISION NO.. 1 DM- We DATE: 11/23/01 JOB NO: 011'53 DRAWN: CHECKED: 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 m W Qi F= Cra 0 0 faC 1W Q J a M N LU U 0 < 0 () REVISION 2 REVISION 5 REVISION 4 I LAN] �O`�GAN �rt�:� i STATE OF 7 IS 1VGT REVISIONS REVISION co co co 12/27/07 01/23/08 02/20/08 03/17/08 COVER SHEZT SHEET NUMBER RESPONSIBILITY SCHEDULE *G.C. TO FURNISH $ INSTALL ALL DOOR HARDWARE, UNLESS NOTED OTHERWISE. *ALL HARDWARE 15 "SCHLASE" UNLESS NOTED OTHERWISE. DOOR # I: I 9NI151X-A 'NOT APPLICABLE Qe1oicNwi AEROPOSTALE VENDOR GENERAL GONTRAGTOR CORRIDOR SIDE OF DOOR AND COVER WITH PLATES OR PLUGS. ALWAYS FURNISH $ INSTALL NEW DETEX ON EXISTING 1200R5. ALWAYS FURNISH $ INSTALL NEW BEST 1 PIN CORES FOR DETEX ON THIS DOOR. + (I)EA. PANIC, ALARM 230D + (I)EA. 'BEST' RIM CYLINDERS IE72XU526D FOR DETEX + (I)EA. POOR CLOSER 1460 -H AL + (I)EA. PEEP HOLE 700B260 + (I)EA. DOOR BUZZER LA201 + (I)EA. DOOR PULL IOOXUS26D + (I)EA. KIGKPLATE 10 "X2" LESS WIDTH OF DOOR. XU532D * FURNISH $ INSTALL EXTERIOR TENANT IDENTIFICATION SIGNAGE PER LANDLORD'S STANDARDS. NOTE: IF DOOR 15 TO BE NEW ADD THE FOLLOWING: (3) EA. BUTT HINGES 65181X4- I /2 "X4- I /2 "X4- I /2 "XU526DXNRP HGINYHI INSTALL HSI*1f1J (INSTALL (FURNISH Tivl ;N II REMARKS LLD GENERAL ALT. BUILDING PERMIT / FEES MFR. MANUFACTURER BD. BOARD MA5. MASONRY •. BUILDING MAX. MAXIMUM OTHER PERMITS, FEES, INSURANCE BEAM MDF MEDIUM DENSITY FIBERBOARD BTM, BOTTOM MECH. 0 B.O. BOTTOM OF MTL. TRASH REMOVAL 4 DUMPSTER FURNISHED BY AEROPOSTALE VENDOR INSTAL! Fn BY G.G. 6 MIN. MINIMUM CL CENTER LINE • • GLG. CEILING CONCRETE SLAB - STRUCTURAL • CLR. CLEAR MTD. MOUNTED G.M.U. CONCRETE MASONRY UNIT MTG. MOUNTING COL. TEMPORARY BARRICADES 1 A • • WA NOT APPLICABLE GONST. CONSTRUCTION O.G. ON CENTER GLEAN -UP $ FINAL GLEANING CONTINUOUS O.H. OPPOSITE HAND DEPT. DEPARTMENT OD. *; • DLP I H or DEEP PR. PAIR PET. DETAIL PTO. PAINTED DIM. DIMENSION NOTE REMOVED. " SEE ADDITIONAL SPECIFICATIONS FOR ENTRANCE DOORS ON THIS SHEET. A DR. DOOR QTY. QUANTITY DBL. DWG. DOUBLE DRAWING REF. REFERENCE REINF. REINFORCING E.J. STORE FRONT R.O. DEMOLITION ELEV. • Fl FG, ELECTRICAL SHT. SHEET EMER. EMERGENCY NEUTRAL PIERS 8 LANDLORD BULK HEAD • EQ. EQUAL STD. STANDARD EX. or EXTS. EXISTING • STEEL EXIST. STOREFRONT METAL REVEALS STRUGT. STRUCTURE (AL) EXP. EXPANSION STOREFRONT STEEL AND GONNEGTIONS TEMPERED EXT. EXTERIOR TH. THICK F.F. FINISH FLOOR • TO MATCH EXISTING FIN. STOREFRONT GLASS DOORS AND HARDWARE T.O. TOP OF FLR. FLOOR ... TUBULAR STEEL • TYP. TYPICAL STOREFRONT GLAZING CHANNELS GALVANIZED GAUGE, OR GAGE U.N.O UNLESS NOTED OTHERWISE G.G. • V.G.T. VINYL COMPOSITION TILE • GLASS VERT. STOREFRONT GLASS GYP. BD. GYPSUM BOARD/DRYWALL W WIDTH or WIDE H.M. HOLLOW METAL •. • HGT. HEIGHT BRAKE METAL WITH VINYL GRAPHIC WITH H. HEIGHT or HIGH HVAG HEATING/VENTILATING/ • FIRE RATED WOOD • • BLOCKING FRAMING 4 SHEATHING • • BRAKE METAL STOREFRONT ENTRY + • STOREFRONT SIGN ASSEMBLY • • ' STOREFRONT FLIP FRAME GRAPHIC PANFI • • BLADE SIGN 4 HARDWARE GENERAL CONSTRUCTI DEMOLITION I • PORTION OF BAGK WALL TRENCHING OF EXISTING SLAB ; • DEMISING PARTITION STUDS • DEMISING PARTITION GYP. BD. • • GARPENTRY, ROUGH AND FINISH • • INTERIOR PARTITION GYP. BD., METAL STUDS, FURRING, ETC. • • SOUND INSULATIONa. • BLOCKING AND METAL STRAPPING •: • GYPSUM BOARD CEILING 4 APPLICABLE FRAMING/ SUSPENSION 0 • CEILING AGGESS PANELS •: • LIGHT COVES, SOFFITS $ APPLIGABLE FRAMING o • ACOUSTICAL CEILING TILES 4 SUSPENSION SYSTEM G • DOORS $ FRAMES (EXCEPT FITTING ROOMS) . • 00OR HARDWARE (EXCEPT FITTING ROOMS) • FITTING ROOM DOORS, FRAMES AND HARDWARE • SALES AREA AND FITTING ROOM MIRROR FRAMES fir • SALES AREA AND FITTING ROOM MIRRORS AND MASTICS • GRAPHIC PANEL FRAMES •. • WALLPAPER FOR GRAPHIC PANELS • PAINTING • FLOOR PREPARATION • TILE FLOORING 4 GROUT' • MALL FLOORING - COORDINATE REPLACEMENT W/ MALL MANAGEMENT PLANK FLOORING: • PLASTIC LAMINATE PLATFORMS wffi4 • FURNISHED BY FIXTURE VENDOR • • REDUCER STRIP ADI IESIVES, ETC. FLOOR TRANSITION STRIPS • • METAL BASE 4 TRIM - MT -I • WOOD BASE • VGT • VINYL BASE • SHEET VINYL FLOORING (RESTROOMS ONLY) • • 7,;" FLOOR PROTECTION • 1r IE,t1L) rm _ t PEDIMAT ENTRANCE MAT • L i ���tC rnMP• . N� TOILET ACCESSORIES S • 1 '�� m° �' PP aZ' FIRE EXTINGUISHERS • Li U *P t GRAPHIC BOXES © BACKWRAP : • i GRAPHIG BOXES @ PERIMETER SOFFIT . • N t,,4 A D 9 () '11fh r. FIXTURES IL __.....-i PERIMETER FIXTURES (WALL PANELS, DIVIDER PANELS $ SHELVING) • MILLWORK PACKAGE ii 11 a PERIMETER FIXTURE/NALL SYSTEM HARDWARE •. • MILLWORK PACKAGE i X ‘:,4‘:,41, n 4.11 � ° " • 1 GASHWRAP 4 BAGKWRAP • MILLWORK PACKAGE 1 Eli iTi DING tii.VIS5 GASH REGISTERS 4 EQUIPMENT • • FREE STANDING FIXTURES • FITTING ROOM ACGE55SORIES • MILLWORK PACKAGE FITTING ROOM BENCH; • MILLWORK PACKAGE VISUAL FIXTURE/MANNEQUINS, ETC. 0 • 'ALU' MERCHANDISE DISPLAY TRAGKS • FEATURE WALL • MILLWORK PACKAGE FEATURE WALL HARDWARE • MILLWORK PACKAGE MANAGER'S DESK, LIGHT, SHELVING 4 SAFE 0 • LOCKERS • ALL NON - SALES SHELVING • MECHANICAL - REFER TO MECHANICAL SHEETS FOR ADDITIONAL INFORMATION HVAG UNITS lm • SEE NOTE #I BELOW ROOF WORK • : '' SEE NOTE #I BELOW HVAG UNIT CURB • ` SEE NOTE #I BELOW HVAG DISTRIBUTION - DUCTWORK, DIFFUSERS, ETG. • AIR BALANCING • EXHAUST FAN 4 VENTING • • RETURN AIR GRILLES • HVAG SERVICE CALLS • • FOR I YEAR AFTER TURN -OVER INGLUDING REGULAR MAINTENANCE HVAG FILTER GRANGE: • FOR I YEAR AFTER TURN -OVER INCLUDING REGULAR MAINTENANCE SMOKE DETEGTION • • HEAT DETECTION •. • SMOKE EVACUATION SYSTEM •, LANDLORD SYSTEM, NO WORK IN SPACE FIRE SPRINKLER SHUT -OFF • • L TRANSFER GRILLE FIRE DAMPERS 16 • SPRINKLER SYSTEM MODIFICATION 1 • SEE NOTE #I BELOW PLUMBING FIXTURES (HG ACCE`f ISLE) *' • SEE MECHANICAL PLANS FOR MORE INFO Z WATER ff SEWER STUB/PIPING • 2 ELECTRICAL - REFER TO ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION METER SOCKET ELECTRICAL SERVICE • 200 AMP DISCONNEGT IN SPACE, SEE E3 Z TRANSFORMER .• • ELECTRICAL PANELS • • WIRING, CIRCUITING, RECEPTACLES, SWITCHES, ETC. • EMERGENCY LIGHTING: • LIGHT FIXTURES 4 TRACK • LAMPS • EXIT SIGNS • CONNECTION 8 WIRING OF GASHWRAP/ BACKWRAP • • CONNECTION 8 WIRING OF AMOEBA FIXTURES b • FIRE ALARM ...... ...... ..... o ..:.. • SEE NOTE #I BELOW TELEPHONE SYSTEM` • ` CONTACT AEROPOSTALE PROJECT MANAGER TELEPHONE, P.0.5. SYSTEM CONDUIT ;O • P05 SYSTEM 4# • CONTACT AEROPOSTALE PROJECT MANAGER / 5 PANEL ALARM DEVICE AT REAR DOOR o. • \ \\ DOOR BUZZER AT STOCKROOM •. • DOOR BUZZER CONTACT AT STOCKROOM • • I■ 4%. ,. L 1'l7 `- `' �' SENSORMATIC SECURITY SYSTEM ( SEE NOTE 2 BELOW) • • SEE CONTACT INFO ON THIS SHEET " ' ° 7 ' ' SOUND SYSTEM • , SEE CONTACT INFO ON THIS SHEET MAR 1 8 2008 MAIN SIGN WHIP • OUTLETS FOR SEASONAL CASHWRAPS • �A�t9�u-r s�rAe- rw-r -. d �a o�id1" i Vi.-�q 9 E� GENERAL RESPONSIBILITY NOTE(5): /ALL REQUIRED CONTRACTORS FOR THIS MALL. THE G.G. 15 TO PROVIDE ALTERNATE FIRST WEEK OF CONSTRUCTION TO SCHEDULE A SITE VISIT BY A SENSORMATIG DETERMINE THE CAPABILITY OF THE SECURITY SYSTEM WITH THE EXISTING CONDITIONS. I. G.G. TO CONTACT THE MALL OPERATIONS MANAGER TO VERIFY ANY BID(5) FOR ALL LANDLORD REQUIRED CONTRACTORS. 2. SC WILL BE RESPONSIBLE TO CONTACT SENSORMATIG DURING THE TECHNICIAN. THE TECHNICIAN WILL AT THAT TIME, PERFORM A TEST TO DOOR HARDWARE SCHEDULE *G.C. TO FURNISH $ INSTALL ALL DOOR HARDWARE, UNLESS NOTED OTHERWISE. *ALL HARDWARE 15 "SCHLASE" UNLESS NOTED OTHERWISE. DOOR # I: SEE HARDWARE SPECS FOR ENTRY DOOR #1 ON THIS PAGE. DOOR # 2, 8, $ g: + (3)EA. BUTT HINGES BBI21g X 4- I/2 "X4 -I/2" US32D + (I)EA. PASSAGEWAY AL40S -SAT 2 -3/4" ASA 626 + (I)EA. DOOR CLOSER 1460 -HXAL + (I)EA. KICKPLATE 8 "X34 "XU5320 + (I)EA. DOOR STOP 520XUS26D NOTE: DOORS SHALL BE PROTECTED BY A GASKETED, TIGHT FITTING, SELF - CLOSING SMOKE AND DRAFT CONTROL DOOR ASSEMBLY WITH A 45 MINUTE "G" LABEL RATING. DOOR # 12: NOTE: IF DOOR I5 EXISTING TO REMAIN, REMOVE ALL HARDWARE ON CORRIDOR SIDE OF DOOR AND COVER WITH PLATES OR PLUGS. ALWAYS FURNISH $ INSTALL NEW DETEX ON EXISTING 1200R5. ALWAYS FURNISH $ INSTALL NEW BEST 1 PIN CORES FOR DETEX ON THIS DOOR. + (I)EA. PANIC, ALARM 230D + (I)EA. 'BEST' RIM CYLINDERS IE72XU526D FOR DETEX + (I)EA. POOR CLOSER 1460 -H AL + (I)EA. PEEP HOLE 700B260 + (I)EA. DOOR BUZZER LA201 + (I)EA. DOOR PULL IOOXUS26D + (I)EA. KIGKPLATE 10 "X2" LESS WIDTH OF DOOR. XU532D * FURNISH $ INSTALL EXTERIOR TENANT IDENTIFICATION SIGNAGE PER LANDLORD'S STANDARDS. NOTE: IF DOOR 15 TO BE NEW ADD THE FOLLOWING: (3) EA. BUTT HINGES 65181X4- I /2 "X4- I /2 "X4- I /2 "XU526DXNRP DOOR # 10 4 II: 4 (3)EA. BUTT HINGES BB1271X4 -1/2 "X4-1 /2 "XUS26D r + (I)EA. PRIVACY AL40S - SAT 2 -3/4" A5A 626 + (I)EA. DOOR CLOSER 1461 --I-AL DOOR # 3, 4, 5, 6, $ 7: *THIS HARDWARE 15 FURNISHED BY AEROPOSTALE VENDOR. DOOR SCHEDULE ABBREVIATIONS TYPE A.G.P. ACOUSTICAL CEILING PANEL INSUL. INSULATION ADJ. ADJUSTABLE I D A.F.F. ABOVE FINISHED FLOOR L. LENGTH or LONG ALUM. ALUMINUM LLD LANDLORD ALT. ALTERNATE MFR. MANUFACTURER BD. BOARD MA5. MASONRY BLDG. BUILDING MAX. MAXIMUM BM. BEAM MDF MEDIUM DENSITY FIBERBOARD BTM, BOTTOM MECH. MECHANICAL B.O. BOTTOM OF MTL. METAL FURNISHED BY AEROPOSTALE VENDOR INSTAL! Fn BY G.G. 6 MIN. MINIMUM CL CENTER LINE MISC. MISCELLANEOUS GLG. CEILING M.R. MOISTURE RESISTANT CLR. CLEAR MTD. MOUNTED G.M.U. CONCRETE MASONRY UNIT MTG. MOUNTING COL. COLUMN 1 A GONG. CONCRETE WA NOT APPLICABLE GONST. CONSTRUCTION O.G. ON CENTER GONT. CONTINUOUS O.H. OPPOSITE HAND DEPT. DEPARTMENT OD. OUTSIDE DIMENSION D. DLP I H or DEEP PR. PAIR PET. DETAIL PTO. PAINTED DIM. DIMENSION NOTE REMOVED. " SEE ADDITIONAL SPECIFICATIONS FOR ENTRANCE DOORS ON THIS SHEET. A DR. DOOR QTY. QUANTITY DBL. DWG. DOUBLE DRAWING REF. REFERENCE REINF. REINFORCING E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEV. ELEVATION Fl FG, ELECTRICAL SHT. SHEET EMER. EMERGENCY SIM. SIMILAR EQ. EQUAL STD. STANDARD EX. or EXTS. EXISTING STL. STEEL EXIST. EXISTING STRUGT. STRUCTURE (AL) EXP. EXPANSION TEMP. TEMPERED EXT. EXTERIOR TH. THICK F.F. FINISH FLOOR T.M.E. TO MATCH EXISTING FIN. FINISHED T.O. TOP OF FLR. FLOOR T.S. TUBULAR STEEL TYP. TYPICAL GALV. GA. GALVANIZED GAUGE, OR GAGE U.N.O UNLESS NOTED OTHERWISE G.G. GENERAL CONTRACTOR V.G.T. VINYL COMPOSITION TILE GL. GLASS VERT. VERTICAL GYP. BD. GYPSUM BOARD/DRYWALL W WIDTH or WIDE H.M. HOLLOW METAL WD. WOOD HGT. HEIGHT W/ WITH H. HEIGHT or HIGH HVAG HEATING/VENTILATING/ AIR CONDITIONING DOOR SCHEDULE DOOR TYPE SIZE ATERIAL FIRE RATING NOTES DOOR FRAME I D 6' -O "1/1 X I'-7" H DUAL ALUM. -- (I) PR. 3' - O" X 1' -1" ENTRANCE DOORS ** 2 A 3' D" X 7' -0" H.M. H.M. 45 MIN. "0' LABEL PAINT DOOR AND FRAME P -I FURNISHED AND INSTALLED BY G.G. 3 B 2' -1" X 5' -6" SL -3 MT -I __ FURNISHED BY AEROPOSTALE VENDOR INSTALLED BY G.G. 4 B 2' g" X 5'-6" GL -3 MT -I -- FURNISHED BY AEROPOSTALE VENDOR INSTALLED BY G.C. 5 B 3 X 5'-6" GL -3 LMT I BUTT JOINTS WITH POLICI LCD EDGES AS APPLICABL FURNISHED BY AEROPOSTALE VENDOR INSTAL! Fn BY G.G. 6 B 2' -1" X 5' -6" SL -3 MT -I B -I FURNISHED BY AEROPOSTALE VENDOR INSTALLED BY G.G. 1 B 2' -1" X 5' -6" GL -3 MT -I -- FURNISHED BY AEROPOSTALE VENDOR INSTALLED BY G.G. S A 3' -O" X - I' -0" H .M. H.M. 4 MIEN. EL FURNICI LED 4 INSTALLED BY G.G. 1 A 3' -0" X T -0" H.M. N.M. G MI EL FURNISHED I INSTALLED BY G.C. 10 A 3' - 0" X 7' H.M. H.M. -- FURNISHED $ INSTALLED BY G.G. II A 3' -O" X T -0" H.M. H.M. -- FURNISHED 4 INSTALLED BY G.G. 12 G 3' -0" X T H.M. H.M. 45 MIN. "G" LABEL FURNISHED 4 INSTALLED BY G.G. NOTE REMOVED. " SEE ADDITIONAL SPECIFICATIONS FOR ENTRANCE DOORS ON THIS SHEET. A FINISH SCHEDULE MARK MANUFACTURER TYPE/COLOR NOTES P -I BENJAMIN MOORE SUPER WHITE FIELD; SALES FLOOR, STOCK AREA, CORRIDOR 4 RESTROOME P -2 BENJAMIN MOORE #2060 -40 TORONTO BLUE SALES FLOOR LIGHT COVE; EGGSHELL FINISH P -3 SIGN MANUFACTURER - -- MATCH PM5 COLOR #187, LOW LUSTRE FINISH MT -I AEROPOSTALE VENDOR CUSTOM ANTIQUE PEWTER; AMERICAN PRODUCTS, INC. MT--2 AEROPOSTALE VENDOR CUSTOM WHITE YV/ GRAPHIC; AMERICAN PRODUCTS, INC. GL -I GLASS 3/4° CLEAR TEMPERED BUTT JOINTS WITH POLISHED EDGES SL -2 MIRROR - -- 1/4" MIRRORED GLASS W/ MACHINE POLISHED EDGES GL -3 AEROPOSTALE VENDOR ELECTRIFIED LIQUID CRYSTAL GLASS; FITTING ROOM DOORS • .7.e., 4 . rr- - AEROPOSTALE 4" •R 4b,J - r - _ L -5 P -I ` VENDOR 1/2° CLEAR TEMPERED BUTT JOINTS WITH POLICI LCD EDGES AS APPLICABL • "TWO' T I r 1 IPO' • -I: A : I S • I1 LIPO 6' x • PL -I VGT -I AEROPOSTALE VENDOR ARMSTRONG CUSTOM PLASTIC LAMINATE ON MDF PANELS; FINISHED TO MATCH PF -I #51111 CLASSIC WHITE 12" X 12" TILES; STOCK ROOM AND EXIT CORRIDOR B -I AEROPOSTALE VENDOR PREMISE-ED TO MATCH MT -I 3 -I/2" HIGH WOOD BASE B-2 ROPPE 115 - SLATE 4" HIGH COVE RUBBER BASE WG -I AEROPOSTALE VENDOR - -- WALL PAPER WITH CUSTOM GRAPHICS T -2 DALTILE VITRESTONE SELECT 8x8 COLOR: NHITESTONE V501 S" x S" TILES W/ MATCHING BULLNOSE P -4881 8x8, GROUT: CUSTOM BUILDING PRODUCTS #382 BONE; SEE NOTE #I6 AGP -I U56 - RADAR WHITE 2' X 4' PANEL $ GRID - SEE FINISH NOTE # 17 VENDOR CONTACT LIST: G.G. TO GONTAGT AEROPOSTALE PRIOR TO START OF CONSTRUCTION TO CONFIRM ALL VENDOR INSTALLATION $ SCHEDULE. MUSIC SYSTEM: BOB GREENFIELD EGI PHONE - 108- 412 -g500 SECURITY SYSTEM: MIKE GI05A SENSORMATIC / ADT PHONE - 215 - -SI1S GLASS TYPE - 3 SPECIFICATIONS INTERIOR STOREFRONT/ FITTING ROOMS: JORGE GOMEZ AMERICAN PRODUCTS, INC. PHONE - SI3 -125 -0144 EXT. 203 PERFORMANCE SPECIFICATION FOR CONTROL MECHANISMS OF GLASS TYPE GL -3 IN FITTING ROOM DOOR ASSEMBLY: I. WHEN NO ONE 15 IN THE FITTING ROOM, THE DOOR GLASS SHOULD RECEIVE AN ELECTRICAL CURRENT WHICH MAKES THE DOOR GLASS CLEAR. 2. WHEN SOMEONE ENTERS THE FITTING ROOM AND CLOSES THE DOOR, THE ELECTRICAL CONNECTION TO THE DOOR GLASS 15 BROKEN VIA THE FOLLOWING TWO MECHANISMS: A. A PROXIMITY SWITCH INSTALLED IN THE RECEIVER POCKET OF THUMBTURN DEADBOLT CUTS POWER TO THE DOOR GLASS. (NO DELAY) B. A MOTION DETECTOR IN THE CEILING OF THE DRESSING ROOM SENSES MOVEMENT. POWER 15 GUT TO THE POOR GLASS VIA A TIME DELAY RELAY. CONTRACTOR TO COOPINATE DELAY TIMES WITH THE OWNER. THE MOTION DETECTOR SHOULD BE OF A TYPE THAT LIMITS ITS SENSITIVITY RANGE TO THE FOOTPRINT OF THE FITTING ROOM. THE ELECTRICAL CURRENT TO THE DOOR GLASS CANNOT BE RE- ESTABLISHED UNTIL THE DOOR 15 OPENED. 3. Fl FGTRIGAL POWER IS RECONNECTED TO THE DOOR GLASS BY OPENING THE DOOR. THIS 15 THE ONLY WAY ELECTRICAL POWER GAN BE RESTORED TO THE DOOR GLASS. A PROXIMITY SWITCH ON THE DOOR FRAME SENSES THAT THE DOOR HAS BEEN OPENED. VIA A TIME DELAY SWITCH, THE GLASS ON THE DOOR 15 RE- GENERIZED (MAKING IT CLEAR). CONTRACTOR TO COORDINATE DELAY TIMES WITH THE OWNER CONTRACTOR TO COORDINATE INTEGRATION OF MOTION DETECTOR, JAMB MOUNTED PROXIMITY SWITCH, THUMBTURN PROXIMITY SWITCH, TIME DELAY RELAYS AND GLASS TYPE GL -3 WITH OWNER. SPEC FOR ENTRY DOOR - DOOR #1: r tv \ GLASS: A. FURNISH TEMPERED SAFETY GLASS. GLEA TO BE FLAT POLISHED. 6 / EQUAL EQUAL J 0 ENTRY DOOR HARDWARE, EXCEPT AS NOTED BELOW, SIDE LITE FRAMING, AND GLAZING CHANNELS TO BE FURNISHED BY AEROPOSTALE'S VENDOR AND INSTALLED BY THE G.G. BASED ON THE FOLLOWING SPECIFICATIONS. GLASS 15 FURNISHED AND INSTALLED BY THE G.G. G.G. 15 TO FURNISH A FULL AND COMPLETE INSTALLATION OF ALL COMPONENTS. IGK, MEETING ANSI Zg7.1 REGULATIONS. EDGES DOOR FITTINGS: A. DOOR STYLE TO BE TYPE B/P. I. FULL WIDTH EXTRUDED ALUMINUM DOOR RAIL AT BOTTOM 2, SMALL PIVOT PATCH FITTINGS AT TOP CORNERS. 3. FINISH TO BE CUSTOM POWDER GOAT FINISH TO MATCH AEROPOSTALE MT -I FINISH. HARDWARE: A. FURNISH (4) DUST PROOF FLOOR STRIKES TO HOLD DOOR IN OPEN POSITION. B. FURNISH PUSH/PULL HARDWARE AS FOLLOWS: I. I" DIAMETER METAL BARS 2.12" BACK TO BACK CONFIGURATION 3. FINISH TO BE CUSTOM POWDER COATED TO MATCH AEROPOSTALE MT -I FINISH. G. FURNISH LOCKING DEVICES AS FOLLOWS: I. BOTTOM RAIL LOCK IN BOTTOM DOOR RAIL. 2. CYLINDER TO BE BEST MORTISE CYLINDER 1E14 - I -1/2" 626 (BY G.G) 3. INTERIOR TO HAVE BEST MORTISE THUMB CYLINDER 626 (BY G.C.) D. FURNISH TRANSOM STOP AS FOLLOWS: I. TRANSOM STOP PATCH FITTING 2. FINISH TO BE CUSTOM POWDER COATED TO MATCH AEROPOSTALE MT -I FINISH. E. FURNISH TRANSOM SIDE -LITE LINK WITH PIVOT AS FOLLOWS: I. TRANSOM STOP PATCH FITTING 2. FINISH TO BE CUSTOM POWDER COATED TO MATCH AEROPOSTALE MT -I FINISH. GLAZING CHANNEL: A. G.G. TO INSTALL GLAZING CHANNEL TO TOP OF SIDE -LITES AND GLASS TRANSOM. GLAZING CHANNEL TO BE FURNISHED BY AEROPOSTALE VENDOR TO MATCH AEROPOSTALE STANDARD GLAZING CHANNEL. FINISH TO SE AEROPOSTALE MT -I FINISH. FINISH NOTES I. ALL INTERIOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH CURRENT STATE AND LOCAL BUILDING GODES. THE G.G. SHALL PROVIDE ALL FLAME SPREAD AND SMOKE DENSITY RATINGS FOR FINISH MATERIALS TO THE BUILDING DEPT. AS REQUIRED. 2. ALL INTERIOR WALL AND CEILING FINISHES SHALL MEET THE FOLLOWING SPECIFICATIONS: MALL SIDE WALLS 4 CEILINGS A. GLASS 'B' FLAME 26 TO 15 MAX. SPREAD INDEX B. SMOKE DENSITY 300 MAX. RATING TENANT SIDE A. CLASS 'C' FLAME SPREAD INDEX B. SMOKE DENSITY RATING WALLS $ CEILINGS 76 TO 200 MAX. 450 MAX. 3. ALL WOOD MUST BE CLASS 'A' FIRE RATED NON - COMBUSTIBLE MATERIAL. 4. ALL WOOD MILLWORK MUST BE CLASS 'A' STAMPED OR FURNISH MANUFACTURER'S CERTIFICATION. 5. ALL PAINTED SURFACES TO RECEIVE ONE (I) PRIME GOAT AND TWO (2) FINISH GOATS. G. PAINT FINISH TYPES AND LOCATIONS: FLAT FINISH - ALL INTERIOR GYP. BD. CEILINGS IN SALES AREA AND FITTING ROOMS. EGGSHELL FINISH - ALL INTERIOR GYP. BD. WALLS IN SALES AREA AND FITTING ROOMS. LOW LUSTRE FINISH - ALL INTERIOR WOOD SURFACES AND DOORS. SEMI -GLOSS FINISH - ALL INTERIOR GYP. BD. WALLS IN TOILET ROOMS. 7. ALL DOORS AND FRAMES TO BE PAINTED TO MATCH ADJACENT SURFACES. 8. G.G. TO FURNISH AND INSTALL 4" HIGH DOVE BASE IN STOCK ROOM AND EXIT CORRIDOR. COLOR AS SELECTED IN SCHEDULE. 1. CUSTOM WALL PAPER ON GRAPHIC PANELS ALONG PERIMETER WALLS. SUPPLIED BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. G.G. TO COORDINATE WITH AEROPOSTALE. 10. RESTROOM SHEET VINYL FLOORING TO BE A SEAMLESS APPLICATION AND WILL CONTINUE UP WALLS FOR A 6" HIGH BASE. G.G. TO FURNISH AND INSTALL FLOORING AND ADHESIVE. USE HEAT WELD ROD COLOR 542354. G.G. TO FOLLOW MANUFACTURER'S INSTALLATION REQUIREMENTS. II. ALL MATERIALS INSTALLED SHALL BE A MINIMUM OF GLASS II. 12. ALL MATERIALS INSTALLED ON THE STOREFRONT SHALL BE A MINIMUM OF CLASS III. I3. MATERIALS NOT MEETING THE CLASS MINIMUMS IN NOTE #II 8 NOTE #12, SHALL BE COVERED WITH A COATING OF NOT LESS THAN I/25" THICK THAT 15 RATED FOR THE REQUIRED CLASSIFICATION. 14. AFTER INSTALLATION OF ALL MILLWORK; G.G. TO TOUGH UP ANY SURFACES THAT MAY BE DAMAGED. 15. G.G. SHALL PAINT ALL NON -SALES AREA PARTITIONS 4 GYP. BD. CEILINGS P -I. IF NO CEILING 15 SPECIFIED IN THE NON -SALES AREA, G.G. TO LEAVE PECK 8 STRUCTURE ABOVE UNPAINTED. 16. CERAMIC TILE FURNISHED AND INSTALLED BY G.G. GROUT COLOR TO BE "GUS BUILDING PRODUCTS #382 BONE." 17. ACOUSTICAL CEILING PANELS IN THE STOCK AREAS, WHERE APPLICABLE, SHALL BE 9U56' RADAR SERIES #2310 OR EQUAL. 2' X 4' TILES WITH A STRAIGHT EDGE. ONE HOUR RATED TILES REQUIRED. DOOR /FRAME TYPES/a\ MALL SIGNAGE, COORDINATE W/ FACILITIES DIRECTOR PEEP HOLE NOTES: - FIRE RATED DOOR ASSEMBLY - PAINTED PER THE CENTER'S SPECIFICATIONS -DOOR CLOSER TENANT SIDE OF DOOR a5 0 * 2" HIGH DIE CUT VANDAL PROOF WHITE HELVETICA BLOCK STYLE LEI I i-RS ON A RED BACKGROUND CENTERED AT 5' -0" AFF. DATE: 11/23/01 JOB NO: 011'53 DRAWN: CHECKED: 711 N. FIELDER RD, ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 EVISION 2 EVISION S EVISION 4 REVISIONS REVISION SCHMDL.1ES AND vNCOR LIST SHEET NUMBER 1 00 co 0) 12/27/07 01/23/08 02/20/08 03/17/08 2626 SOUTHCENTER 011 c13-Acilcf-REV 4-031105.cl Fig PRI NT DATE 4 TI ME DRAW I NG NAME: EXISTING NEUTRAL PIER TO REMAIN 3 /4" CLEAR ANODIZED ALUMINUM REVEAL; FURNISHED 4 INSTALLED BY G.G. n — N - ? 4'; • A,. OF NEUTRAL PIER MT INSTALLED BY 1/4" CLEAR TEMPERED GL �^ / GLASS, FURNIV W -...„ • BRAKE METAL PIER, SEE 4/A 1. 3/4" CLEAR TEMPERED PLATE GLASS W/ POLISHED EDGES $ BUTT JOINTS GL 10 1/4" HIGH GLAZING BASE, PRE - FINISHED MT -I 4 EXST. STOREFRONT ELEVATION Scale: 1 /2" = 1' -0" 1 II II II I I 1 1 1 I 1 - 7 1 HOL METAL REVEAL OF NEUTRAL PIER Scale: 1 /2" = 1' -0 " LINE OF COVE ABOVE - SEE DETAIL 3/A4 DGE OF RAISED 2" TRIM TOP $ PLATFORM. BOTTOM n • BRAKE METAL W/ VINYL.__ � GRAPHIC, FURNISHED 5Y 7-GRAPHIC, VENDOR,-- -- GLASS SEAM ENLARGED STOREFRONT PLAN PRE - FINISHED STOREFRONT FRAMING SYSTEM, MT -I LINE OF MALL FINISHED FLOOR EXISTING STRUCTURAL COLUMN; STUDS 4 GYP. BD. BY G.G. ENTRY BULKHEAD WRAPPED BRAKE METAL; MT -I. SEE DETAIL I /A7 O.H. II I fb H 10" '�!�OLD/ HOL 4 GL U II "# • 1 16" HIGH INTERNALLY ILLUMINATED *EL LETTERS WITH ACRYLIC FACES. - FABRICATED SIGN ASSEMBLY BY �I I� SIGN CONTRACTOR. SEE SHEET 561 AEKIPOSTLE LINE OF SEAM IN PRE - FINISHED BRAKE METAL PANELS, MT -I SWINGING GLASS DOORS, SEE 151. ENTRY COLUMNS WRAPPED IN BRAKE METAL, FINISH MT -I. SEE PLAN DETAILS ON THIS SHEET FOR MORE INFORMATION 10' -0" 36' -44 EXTENT OF STOREFRONT ST -5" LEASE LINE OPENING 36 EXTENT OF STOREFRONT 37'-5" LEASE LIMITS Y NE (I) SURFACE MOUNTE FLIP FRAME GRAPHIC, ANEL EACH SIDE (SEE 4/A6 4 I /Al), TYP. qi OF STORE 2" MT -I TRIM AT CEILING HEIGHT, TERMINATE IN CORNERS AT STOREFRONT. SEE SECTIONS 4 INTERIOR ELEVATIONS. —IN 0 HOL 10" HOLD' _JI NOTE; LEASE LINE IS CURVED. TENANT STOREFRONT 15 STRAIGHT. G.G. TO CONSTRUCT STOREFRONT ON STRAIGHT LINE BETWEEN TWO DATUM POINTS. SEE 2/A6. *1 EXISTING MALL BULKHEAD / TO REMAIN. BRAKE METAL W/ VINYL GRAPHIC, FURNISHED BYE_ ----- AEROPOSTALE VENDOR, ■_INSTALLED E3Y G.G. � 2 1/4" CLEAR TEMPERED% �/ � GLASS, FURNISHED $ �� 7 , --�NSTALI ; ED BY G.G. GLASS SEAM --1- PRE- FINISHED STOREFRONT FRAMING SYSTEM, MT -I GL 10 1/4" HIGH GLAZING BASE, PRE - FINISHED MT -I EDGE OF RAISED PLATFORM. 3/4" CLEAR TEMPERED PLATE GLASS W/ POLISHED EDGES 4 BUTT JOINTS LINE OF COVE ABOVE - SEE DETAIL 5/A4 ' -I I" NOTE; * DENOTES THAT THE STOREFRONT BASE DIMENSIONS ARE TO THE OUTSIDE FACE OF THE BOTTOM GLAZING CHANNEL, BRAKE METAL PIER, SEE 5/A6. I I I \ I I I I I I I I I I I I I I I I I I I I I I 3 /4" CLEAR ANODIZED ALUMINUM REVEALS FURNIGIIED 4 INSTALLED BY G.G. ID OLD • " 0 0 N EXISTING NEUTRAL PIER TO REMAIN L 3 /4" CLEAR ANODIZED ALUMINUM REVEAL FURNISHED $ INSTALLED BY G.G. . OF NEUTRAL PIER 3 /4" CLEAR ANODIZED ALUMINUM REVEALS; FURNISHED $ INSTALLED BY G.G. SIGNAGE ABOVE- SEE SHEET 561 10' -0" 4 " METAL REVEAL 6 3.. 4 EXST. ¢. OF NEUTRAL PIER O in EXISTING MALL NEUTRAL PIER TO REMAIN Y2" CLEAR TEMPERED PLATE GLASS -GL -5 FOR STOREFRONT DOORS ONLY. LINE OF RAISED PLATFORM VERTIGAL MULLION. SHOP PRE - FINISHED MT -I. FACE OF DEMISING PARTITION. BRAKE METAL FINISH, MT -I, WITH 2" TRIM TOP $ BOTTOM. TERMINATE BRAKE METAL IN CORNER. %" FLAME RETARDANT PLYWOOD OVER 20 GAUGE 2V" METAL STUDS TO BULKHEAD ABOVE FURNISHED $ INSTALLED BY G.G. BRAKE METAL PIER (MT -I) APPLIED TO PLYWOOD FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.G. r_. FACE OF FURR OUT PARTITION, PAINT P -I SEE Al FOR WALL TYPE. 3 /4" REVEAL BY G.G. FACE OF NEW GYP. BD. PAINT P -I ALL SIDES RIGHT STOREFRONT DETAIL Scale: 1 1 /2" = 1' -0" A STOREFRONT GENERAL NOTES: A. G.G. TO REPAIR ANY DAMAGES TO THE LANDLORD'S EXISTING FINISHES. DAMAGE CAUSED BY THE G.G. 15 TO BE REPAIRED AT THE G.G.'S EXPENSE. B. G.G. TO INSTALL ALL NEW STOREFRONT ITEMS EXCEPT THE SECURITY SYSTEM AND SIGN. G.G. TO COORDINATE INSTALLATION WITH SECURITY VENDOR. SEE 151 FOR CONTACT INFORMATION. C. ALL STOREFRONT FRAMING (GLAZING BASE, TOP GLAZING CHANNEL, FRAMING MEMBERS) FURNISHED BY AEROPOSTALE VENDOR AND INSTALLED BY G.G. D. BRAKE METAL TO BE SHOP PRE - FINISHED MT -I BY AEROPOSTALE VENDOR 4 INSTALLED BY G.C. E. RESIN COMPOSITE PANELS (R -I) FURNISHED BY AEROPOSTALE VENDOR 6 INSTALLED BY G.C. F. REFER TO 561 FOR SIGN DETAILS. PRE - FABRICATED SIGN ASSEMBLY FURNISHED 4 INSTALLED BY SIGN CONTRACTOR. G.G. TO PRE -DRILL HOLES 4 INSTALL ATTACHMENT PLATE. G. SURFACE MOUNTED FLIP FRAME GRAPHIC PANELS AT STOREFRONT ARE FURNISHED BY AEROPOSTALE VENDOR 4 INSTALLED BY G.G. 3 /4" CLEAR TEMPERED PLATE GLASS SET IN BOTTOM GLAZING BASE. D P FRAME, FINISH MT -I; SEE SECTION I /Al. GLASS DOORS, SEE 151. 18 GAUGE, 8" METAL STUDS TO STRUCTURE ABOVE. SEE SHEET 561 FOR DETAILS CURVING LEASE LINE 6J Scale: 1 1 /2" = 1' -0" CURVING LEASE LINE MALL FLOORING TO GLAZING BASE, TYP. 3/4" CLEAR TEMPERED PLATE GLASS SET IN 2 "x10 1/4" BOTTOM GLAZING BASE. G.G. SHALL CAP WITH BRAKE METAL (MT -I) BRAKE METAL ENTRY COLUMN (MT -I) APPLIED TO PLYWOOD; FURNISHED BY AEROPOSTALE VENDOR, INSTALLED BY G.C. SIGN ABOVE - SEE SHEET 561 4 ENTRY COLUMN DETAIL SEE SHEET Al FOR WALL TYPE EXISTING MALL — NEUTRAL PIER TO REMAIN %" FLAME RETARDANT PLYWOOD OVER 20 GAUGE 2!'2' METAL STUDS TO BULKHEAD ABOVE FURNISHED $ INSTALLED BY G.G. LINE OF RAISED PLATFORM - SEE DETAIL 3/A/ 5/4" CLEAR TEMPERED PLATE GLASS W/ POLISHED EDGES, SET IN 2" X 10 1/4" BOTTOM GLAZING BASE, G.G. SHALL CAP WITH BRAKE METAL (MT -I). FCEVIEWE CODE COMPLIANCE APP x MAR 2 0 ?On City Of Tukwila BUILDI ` G DIVISION CUSTOM VERTICAL MULLION; G.G. SHALL CAP WITH BRAKE METAL (MT -I) CITY C " - - ED • �, 1 b PERai/i 1 L t N I E /1.108 DATE: 11/23/01 JOB NO: 01193 DRAWN: CHECKED: U ai 0 L 0 W I 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ism c� REVISION I REVISION S REVISION 4 N C)E7,4 11TS 00 0o 12/27/07 02/20/08 1 O 03/17/08 } r-- m r O REVISIONS eT OR PRO I LEV,A,T ION 4 s L SHEET NUMBER E