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Home My WebLink AboutPermit D07-209 - WESTFIELD SOUTHCENTER MALL - GAME STOP - TENANT IMPROVEMENTGAMESTOP 2616 SOUTHCENTER MALL D07 -209 Design Occupant Load: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2003 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D07 -209 Occupant /Tenant: GAME STOP Building Address: 2616 SOUTHCENTER MALL 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 40 BUILDING OFFICIAL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 2616 SOUTHCENTER MALL TVKW Suite No: Tenant: Name: GAME STOP Address: 2616 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: Contact Person: Name: ROB HUMPHREY Address: 833 SE MAIN ST #242 , PORTLAND OR 97214 Phone: 503 -320 -5030 Contractor: Name: LAKEVIEW CONSTRUCTION INC Address: PO BOX 308 , PLEASANT PRAIRIE, WI 53158 Phone: 414 -857 -3336 Contractor License No: LAKEVCI072KC DESCRIPTION OF WORK: TENANT IMPROVEMENT OF NEW MALL SPACE DEVELOPMENT PERMIT 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 City►f Tukwila Value of Construction: $68,000.00 Fees Collected: $1,578.96 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: II-B Occupancy per IBC: 0019 doc: IBC /06 * *continued on next page ** Permit Number: D07 -209 Issue Date: 02/01/2008 Permit Expires On: 07/30/2008 Expiration Date: 01/13/2009 D07 -209 Printed: 02 -01 -2008 Public Works Activities: Channeliization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City as/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 Number: D07 - 209 Issue Date: 02/01/2008 Permit Expires On: 07/30/2008 Permit Center Authorized Signature: L V 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 the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: //75 Print Name: at/`✓'LG l✓ 404.4— This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC-10/06 D07 -209 Printed: 02 -01 -2008 Parcel No.: 6364200010 Address: 2616 SOUTECENTER MALL TUKW Suite No: Tenant: GAME STOP 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 14: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D07 - 209 Status: ISSUED Applied Date: 06/08/2007 Issue Date: 02/01/2008 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: 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. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 13: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the D07 - 209 Printed: 02 -01 -2008 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us following concerns: 16: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 17: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 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) 18: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 19: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 20: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4 -4) 21: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 22: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (IFC 1003.6) 23: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 24: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 27: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire D07 -209 Printed: 02 -01 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 28: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 29: Emergency egress lighting shall meet the following requirements: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 30: An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #2050) 31: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IF'C 901.4) 32: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 33: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 34: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 35: 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) 36: 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) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 39: 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. 40: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 41: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) doc: Cond -10/06 D07 -209 Printed: 02 -01 -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: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes such condition or violation. 43: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila (206)575 -4407. * *continued on next page ** doc: Cond -10/06 D07 -209 does not imply approval of Fire Prevention Bureau at Printed: 02 -01 -2008 Signature: Print Name: 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. doc: Cond -10/06 D07 -209 Date: Z ` / /08 ordinances governing or local laws regulating Printed: 02 -01 -2008 Site Address: Tenant Name: C-Rr€ ST Property Owners Name: ell Co?. Mailing Address: 60 s t LS rh 0 It )1 0 o ho to we contact when your, permit is ready,to be;iss Name: 1Zv3 lAufAr to-- - Firs c `» ' T S Fs3) se M4tp' $ r 4 2 1 2 - " Q. -, Mailing Address: E -Mail Address: ' I I I Vr r VA VI Community Developmer, 'epartment Public Works Department...✓ Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwatukwila.wa.us 01 GENERAL;CONTRACTOR,INFORMATIO (Contractor Information' for Mechanical (pg 4) for Plumbing and Gas Piping (pg Company Name: ' O 11 Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Company Name: Mailing Address: Company Name: Mailing Address: 3vo r too AAA . (3 it,/( Zip Fit, city State Contact Person: e 0 D-1 LK- � F' L IA- Day Telephone: 3 l V — (s-- 2. (101.2 E -Mail Address: -All p • be wet stamp by Engineer o ]teen Contact Person: E -Mail Address: ILA u.4_ S 6 6-LA A n So C1At Si e Q:\Applications \Forms- Application On Linel3-2006 - Permit Application.doc Revised: 9 -2006 bh 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 ** Sau rH C€X4E4-- J" l4 t_L. King Co Assessor's Tax No.: Suite Number: 2, 1 0 S Floor: New Tenant: .... Yes L5 4. Let C4- - � too Z� City State Zip Day Telephone: 103 -3 ' S0 O POP-; 144,4 d vl 9 7 zt y City State tp Fax Number: S " Zg' _ 63 City Day Telephone: Fax Number: Expiration Date: State Fax Number: 71 `I' - / l S " 23 " State Zip City Day Telephone: Fax Number: Zip Page 1 of 6 Valuation of Project (contractor's bid pr $ ( $ t 8oO Scope of Work (please provide detailed information): _ 2 -s T 7 _ n - - /pi N !sic/ , S) S70 t ' Z_D6 M / 1 F(et5 / (�11-77-1e-Dui " • VtA,.r, Will there be new rack storage? ❑.... Yes din I`a eJ i ttt >Sr 'Foo ■f 4- !1 - (3 ( PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) N 1k For an Accessory dwelling, provide the following: Lot Area (sq fl): 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: Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Existinglding Valuation: $ o If yes, a separate permit and plan submittal will be required. Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Page 2 of 6 Value of Construction — In all cases, a value construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: a `r (fit- C y - Piroc ?et M I ?1 Day Telephone: Mailing Address: F ST M4,A) Jr- 0- ?O(2.-T t-A"49 City Date Application Accepted: Q:\Applications\Forms- Applications On Linen -2006 - Permit Application.doe Revised: 9 -2006 bh Date: to — 8 — 0 / State Staff Initials: Zip Date Application Exp tt // a Page 6 of 6 PLUMBING AND GAS PIPING COhll1CACTOR INFORMATION "0 tJ Company Name: i Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing wor contractor's bid price): $ Valuation of Gas Piping work ntractor's bid price): $ Scope of Work (please provide de'. ' ed information): Building Use (per Int'l Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Fiklu Tit/1J.i1 lt1 1J LTL11r7 I If I1' Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Building sewer or trailer park sewer Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors x rure Floor drain Lavato �rL' ICl' Q:\Applications\Porms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Food -waste grind commercial Drinking fountain or w - r cooler (per head) Shower, s le head trap R. ; water system — per (inside building) epair or alteration of water piping and/or water treating equipment rU1tiV1A hUD 4.1 Sinks Urinals Sewer: re Type h fountain Water Closet Water heater and/o vent Repair or alteration of drainage or vent piping ty ?I{ Indicate type of plumbing fixtures and/or gas piping outlets b installed and the quantity below: State EX y Gas piping outlets Rece t • r, indirect waste Additional medical gas inlets/outlets — six or more Medical gas piping system serving one to five inlets/outlets for specific gas Zip J / 7.0( I_ Qi Page 5 of 6 Parcel No.: 6364200010 Permit Number: D07 -209 Address: 2616 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 06/08/2007 Applicant: GAME STOP Issue Date: Receipt No.: R08 -00285 Initials: WER Payment Date: 02/01/2008 03:16 PM User ID: 1655 Balance: $0.00 Payee: DARREN WILLIAMS TRANSACTION LIST: Type Method Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Amount Payment Check 6321 958.72 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 954.22 000/386.904 4.50 Total: $958.72 Payment Amount: $958.72 8014 02/04 4710 TOTAL 958.72 don: Receiot -06 Printed: 02 -01 -2008 Payee: PRECISION PERMIT SERVICE doc: Receiot -06 PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 4578 620.24 ACCOUNT ITEM LIST: Description Account Code Current Pmts 000/345.830 620.24 Total: $620.24 Parcel No.: Permit Number: D07 -209 Address: 1004 SOUTRCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 06/08/2007 Applicant: GAMESTOP Issue Date: Receipt No.: R07 -01084 Payment Amount: $620.24 Initials: WER Payment Date: 06/08/2007 03:49 PM User ID: 1655 Balance: $958.72 9219 06/11 9716 TOTAL 759.98 Printed: 06 -08 -2007 COMMENTS: 1- S-t.tse i. ED CEILtt G - 4p- pr�1Je `. - �-- t�JSZA (.4--1- i t)- — Q �.� �a/-P� Date Called: D.4 Special Instructions: y c._ L f1Ztn» -- A ppe ^i ' - ' a .m. ir ca . " . r AA %ills k- .11 Nil aeCZtn.rsJ <</ 0PPRV (i Phone No: Project: n � S -ro n r 1" Type of Ir -1 i J A L � 1 `. Addr ss: � 1 to m ,; + ( Date Called: ,r--- Special Instructions: Date Wanted: � 7 —Z5— L —C m< a .m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 4- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. Corrections required prior to approval. 0 REINSPECTION FEE REQUIRtD. Prior to inspection, fee must be ifl at 6300 Southcenter BBlvd., Suite 100. Call to schedule reinspection. 'Date: Project 4/11F SAD/ 0 Type of Inspection: //li / Address: / l0/4 #// - Date Called: Special Instructions: Date Wanted: —/ oe Requester: Phone No: cR62-(7"/ -CJo INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: Qk fia S'oekk/ cArP 0 lr INSPECTION RECORD Retain a copy with permit z)o - 7,2o; PERMIT NO. 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: Proje "PP>e .. STOP Type of Inspection: 77 6,_ii Address: 4/4 hi,77/ Date Called: Special Instructions: Date Waa'nted: (; r — ° CS Requester: Phone No ,,? 2-/s V 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 it (206)431 -3670 El Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: I.144,_ 5A le5 0-11 'Receipt No.: 'Date: $6 .0 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pa at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: e t Type of Inspection: Address: * • V Date Called: Special Instructions: Date Wanted:! / / &/4/O a.m P.m. Requester: Phone No: .)lo2-. 91 i60q INSPECTION RECORD J� Retain a copy with permit 1)67"q INSPECTION NO. PERM NO. CITY OF TUKWILA BUILDING DIVISION IIQ-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Rj Approved per applicable codes. - ❑ Corrections required prior to approval. COMMENTS:0 (c 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: - cue _:. ._ ,... �. .idn' y:�;d.,.y � ss's:.; Proje�c C 94mf 5771P Type of Inspection: FA. 1 9'1 DVS Address: � mill/ a%' Date Called: Special Instructions: Date Wanted: a, Requester: Phone No: 46Z q /y_ 2Ot/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Inspecto INSPECTION RECORD Retain a copy with permit EI Corrections required prior to approval. COMMENTS: 47 /) , ( 4 /mo t /p/ r Date: 4 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: Date: Do PERMIT NO. Prpp##egct: Urt S TOP F2.- Type of Inspection: rm►tQlp v Address: ■fet 4..0 m N t ( Date Called: Special Instructions: Date Wanted: .. 2-9- C Requester: Pho C14 ...v soy y INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ,- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3E7 D Approved per applicable codes. RI Corrections required prior to approval. COMMENTS: F1, 542 J) %Glll1 i ,e fl d o; 74CP Inspector: Date: 6 $58 fElNSPECTION FEE REQUIRED. Prior to inspection. fee must be pai at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit T. 57 PERMIT NO. Project: ,e1 CL� e .S� v� Type of Inspection: � & � Address: 2 6 /� Date Called: Special Instructions: Date Wanted: T/ p.m. Requester: Phone No: 2 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: F / ✓Lt G Teff Wel-0 / Si ,9 /4/0" y 'Inspector: INSPECTION RECORD Retain a copy with permit p.02-20q1 PERMIT NO. Date: f,Ao S58. INSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project* (;9/r -576 f .' Type of Inspection: T QJ /7?„� Ad ress: Date Called: Special Instructions: Date Wanted: j /9 " �U- p.m. Requester: Phone N9: Co - si6 --616 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: 2/ 11‘,/./44 0 Ej $58.O INSPECTION FEE REQUIRED. Prior to inspection, fee must be pai 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: te- ProjesL. V4/ ¶7 P Type Inspec ' n: /+ /t" 7 Address: Date Called: Special Instructions:. f Date Wanted: 1- " rd m - /-3 � rn r . Reque3t"er: Phone No: t0/5s/6 — O/65 l 067-247 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Q 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 M Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: -:s Project: �\ 6 --- )TV C� Type of Inspection: c, i - e c■f..) rq., Address: , 6/‘ Suite #: or s_e h'1, L Contact Person: Special Instructions: Monitor: Phone No.: Needs Shift Inspection: y' Sprinklers: Y Fire Alarm: y Hood & Duct: Gv Monitor: (i)t'— Pre - Fire: Permits: iu Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. COMMENTS: a-t r �J W l, — v << INSPECTION RECORD Retain a copy with permit Inspector: Date: o Hrs.. . kf , / $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 be 7 a oq PERMIT NUMBERS Corrections required prior to approval. T.F.D. Form F.P. 113 Project: � Type of Insp ion: - ;t,Az s' r N L 1 i L Address: ( , ! ( „ , Suite #: 5,c.- . / v i 4 - 1 - L Contact Pers n: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: — Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER .,Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Word /Inspection Record Form.Doc 1/13/06 o 33 / 1 - /24 o"1 - S . D7.1 PERMIT NUMBERS ri Corrections required prior to approval. COMMENTS: rtea. -- nr< Si Efre SS 1,' Ii "^r Inspector: Date: - 7/46 Hrs.: (Fri $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: G awl t ,„ y o e Ty� of Inspection: Fire Alarm: Address: Z(0 I to 6 i C'. /yl Suite #: Contact Person: Cto i Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct:- Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 4 7 1 — Approved per applicable codes. $80.00 REINSPECTION FEE REQ e City of Tukwila Finance Department. Ca Word/Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT "Do - Z-ol 0'4 -S- /17-- PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 1/13/06 n Corrections required prior to approval. COMMENTS: 1010 - raw 1-2 serPott a: 77,0 5 t e toot N �� ob 79 QS 1 �d 1ZcU Co>>t'Y1 = O AS- U:VS r ..:,t vc Inspector: pat S z Date: 5 / Z g r0 Hrs.: 7i UIRED. You will receive an invoice from II to schedule a reinspection. T.F.D. Form F.P. 113 Project: 5-de Type �pecti n: Address: o9 6316 Suite #: S. C . ✓vtA2 L Contact Person: Cgpvr) Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit n Corrections required prior to approval. COMMENTS: Inspector: 9--/y Date: 5/ / H rs.. 80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS T.F.D. Form F.P. 113 Location (floor/room no.) - Fbdure Description Number of Mures Watts/ Fbcture Watts Proposed •A■ - 2x2 34 69.0 2346.0 •c• - 214 3 114.0 342.0 •D• - 124 17 71.0 1207.0 •s■ - Do,mz.x mT 5 90.0 450.0 ■s■ - aaszrtoat Wale 1 75.0 75.0 Location (Iloodroom no.) Occupancy Description Allowed Watts per fi Area In ft Mowed x Area UTXL 1.50 1486.0 2229.0 AZTA=L =spur - FOOTNOTE 110 1.50 - 1486.0 2229.0 Location Fixture Description Number of Fbctures Watts! Facture Watts Proposed 2004 Washington State Nonresidential Energy Code Compliance Form Lighting Summary LTG -SUM 2004 Washington able Noreesidential Energy Cods Compliance Fame Project Info Project Address Gameatop 1004 sODTEC20II U NSLL TOEVILL, ,u 55150 Applicant Name: Applicant Address: Applicant Phone: Project Description Date 6/22/2007 For Buildeioartment Use FIELr /. copy ratra . No. ❑ New Building ❑ Addition P Alteration ❑ Plans Included Refer to WSEC Section 1513 for con(nols and commissioning requirements. (Compliance Option Q Pf esc O Lighting Power 0 Systems Analysts (See Check/1st (over). Indicate Prescriptive & LPA spaces dearly on pkns.) I Alteration Exceptions (dhedc 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 AUG 1 7 W r� � bUIW1N Maximum Allowed Lighting Wattage (Interior) Revised May 2005 •' From Table 15.1 (over) - document all exceptions on form LTG -LPA Total Mowed Watts 4458.0 Notes: 1. Use manufacturer's listed mardmum input wattage. For hard -wired ballasts only, the default table In the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. Proposed Lighting Wattage ( Interior) 3. List all fixtures. For exempt lighting, not exception and leave Watts/Fbdure blank. Total Proposes Watts may not exceed Total Allowed Watts for Interior CORRECTION Tx LTR # _L— Total Proposed Watts 4420.0 Maximum Allowed Covered Parking (standard paint) Covered Parking (reflective paint) Open Parking Outdoor Areas Bldg. (by facade)' ArcritilvEr AUG 2 7 20 7 Ci Of Tukwila Allowed Watts per ft or per If 0.2 w/lte 0.3 w/tt 02 Wif 02 Wife 0.25 W/ft 7.5WN Area In ft (or If for perimeter) Allowed Watts I xft (or xIf) Bldg. (by pertm) ........r.....,, . 1. Choose either the facade area or the perimeter method. but not both) T otal Mowed Wattsi Use mtgr acted maximum Input wattage. tar tbdures with martl�Yblreo masts oruy, I Proposed Lighting Wattage (Exterior) the default table In the NREC Technical Reference Manual may also be used. omissio .4' CITY O TUKW,LA AUG 14 2007 PERMIT CENTER -octw Lighting Permit Plans Checklist LTG -CHK 2004 Washington emu Nonresidential Energy Cods Cmplano= Ferns Revised May 2005 ProlectAddress oamostop rate 6/22/2007 The Hollowing information is necessary to check a lighting permit application for compliance with the kitting requirements in the 2004 Washington State Nonresidental Energy Code. Applicability (yes, no. n.a.) Code i Section 'Component 'Information Required I Location on Plans I Building Department Notes UGHTING CONTROLS (Section 1513) ris 1513.1 Local conbdNaccess Schedule with type, Indicate locations ay yes 15132 Area controls Maximum limit per switch >u n. a. 1513.3 Daylight zone control Schedule with type and features, indicate locations n. a. vertical glazing Indicate vertical glazing on plans n. a. overhead glazing indicate overhead glazing on plans n. a. 1513.4 Dlsptay/ehdnib/spedal indicate separate controls 1513.5 Exterior shut-off Schedule with type and features, Indicate location n. a. (a) timerw/badump indicate location n. a. (b) photocell. Indicate location 1513.6 Inter. auto shutoff 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 (backup, override capability); Indicate size of zone on plans a. a. 1513.7 Commissioning Indicate requirements for lighting controls commissioning n.a. Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, fasts, watts per fixture _ a.a. I 1437 IEtec motor eftidency'MECW -MOT or Equipment Schedule with hp, rpm, efficiency I I 2004 Washington State Nonresidential Energy Code Compliance Form If no is circled for any question, provide explanation: 01 -08 -2008 ROB HUMPHREY 833 SE MAIN ST #242 PORTLAND OR 97214 RE: Permit Application No. D07 -209 2616 SOUTHCENTER MALL TUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 06/08/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 02/01/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 02/01/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: er Marshall it Technician Permit File No. D07 -209 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 11 -06 -2007 ROB HUMPHREY 833 SE MAIN ST #242 PORTLAND OE 97214 RE: Permit Application No. D07 - 209 Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 06/08/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Building Code and/or the International Mechanical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 12/05/2007 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 12/05/2007. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: ifer Marshall 't Technician Permit File No. D07 -209 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 July 26, 2007 Rob Humphrey 833 SE Main St, #242 Portland OR 97214 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #1 Development Permit Application Number D07 -209 Gamestop —1004 Southcenter Py Dear Mr. Humphrey, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3760. Sincerely, r arshall hnician encl File No. D07 -209 P:\Permit Center\Correction Letters\2007\D07 -209 Correction Ltr #1.DOC Jcm 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: June 20, 2007 Project Name: GAMESTOP Permit #: D07 -209 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide a Lighting Summary, WSEC compliance sheet. 2. Provide suspended ceiling framing details referencing ASCE Standard 9.6.2.6 for Suspended Ceilings with seismic bracing details and wall enclosure angle specifications. (ASCE 9.6.2.6.2.2) Should there be questions concerning the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. 11.13.07 Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 Tenant improvement permit for Gamestop, Tukwila Permit No. D07 -209 is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy 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 Divisio This condition is hereby acknowledged by: Print N Thie Construction Managerr 'FOR. C-4A111 `5rO P Tenant Name: Gamestop Acknowledgement to be signed by the responsible officer of the tenant PERMIT COORD COPY �. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -209 DATE: 08 -14 -07 PROJECT NAME: GAMESTOP SITE ADDRESS: Original Plan Submittal X Response to Correction Letter # 1 SOUTHCENTER MALL Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: a 14-.01 Bumf ing i 'vision Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: Fire Prevention Structural TUES/THURS ROU 'ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions 1' Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 DUE DATE: 08-16-07 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required DATE: DUE DATE: 09-1 3-07 Not Approved (attach comments) n DATE: Planning Division Permit Coordinator n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -209 DATE: 06 -08 -07 PROJECT NAME: GAMESTOP SITE ADDRESS: 1004 SOUTHCENTER MALL X Original Plan Submittal _ Response to Correction Letter #_ Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Bull g LAW Ptrai Norks NA_ A - 0 Complete TUES/THURS ROUTING: Please Route PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 Structural Review Required 5 1 1 Fire revention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural ❑ Permit Coordinator Permit Center Use Only CORRECTION LETTER MAILED: t'k1t a Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Planning Division DUE DATE: 06.12 -07 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:_ ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 07 -10 0 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: 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: �() l I o 7 Plan ChecWPermit Number: 07 -- 2 ° 1 ❑ Response to Incomplete Letter # Response to Correction Letter # l ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: r\-M ESTo P Project Address• ` I II Contact Person: 43 !4v f/4 R car Phone Number: S 0 3 —3 2 .0 --SO 3 a Summary of Revision: 1) L 1 6 (+T /NJ (,- C on , P L 5 f 7 A-7 Pr C14- C'10 [R Pv if c N o , 31-1-E S A tow /,dc wog - 11'1 1 3 CL OW) s 7 '7 i1-t eb'4 TIZ/ Sheet Number(s): A ( T I 4 19--/ —14-3 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by:/ Entered in Permits Plus on \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: S RECEIVED CITY OF Tukwu AUG 14 2001 PERr > ` ; ;GIV I E Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Water closet, tank or valve, 1.6 GPF 6 3 ` (0 Water closet, tank or valve, >1.6 GPF 8 4 Non - Residential Sewer Use Certification (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28.84, all sewer customers who establish a new 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. new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for (Please print or type) t p Owner's Name N M tkL COO (Last, First, Middle Initial) Subdivision Name Sa.,111N CO PY Mai _ Lot # o.1 il' Party's Mailing Address: Subdiv. # Block # iDaS WeS- rr t- Building Name (if applicable) C11 Irre ttait C =X - 41 3 t rat "')'� '1 Jt l Property Street Address I EX: I J City, State, ZIP *Pk qt1W6 Owner's Phone Number ( at) ) 2413- Owner's Mailing Address (if different from above) ikt,LO\ W■Wnlro \top Los TkPb cry- RocQS- A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units 1ncn (Ray 1 /M1 20 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ • 4 RCE Coun Ps White — King County L► Department of Natural Resources and Parks King County Property Tax ID # Party to be Billed (if different from owner) do . City or Sewer District -`ri)V..�,i. ?k \ 0. Date of Connection Side Sewer Permit # or Property Contact Phone # () Demolition of pre- existing building? D Yes 0 No 1ti1�� Type of building demolished Sewer disconnect date B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: ac ,' 1 ‘KICk to v er 1e, Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gaVday) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B r RCE RCE 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 'f2Uk Print Name of Owner / Representative Date (0— �i - Q - 7 Yellow — Local Sewer Agency Pink — Sewer Customer bib + - ekvt.t S License Information License LAKEVCI072KC Licensee Name LAKEVIEW CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601447862 Ind. Ins. Account Id 86508200 Business Type CORPORATION Address 1 10505 CORPORATE DR, #200 Address 2 City PLEASANT PRAIRIE County OUT OF STATE State WI Zip 53158 Phone 4146574222 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/3/1993 Expiration Date 1/13/2009 Suspend Date Separation Date Parent Company Previous License STATECC113B3 Next License Associated License Business Owner Information Name Role Effective Date Expiration Date SUNDAY, EUGENE R PRES 01/01/1980 MOON, KENT A VP 01/01/1980 SUNDAY, EUGENE R SECRETARY 01/01/1980 MOON, KENT A TREASURER 01/01/1980 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= LAKEVCI072KC 02/01/2008 DRAWING INDEX REv DA TE T1 COVER SHEET A 06/15/07 ASP1 ARCHITECTURAL SPECIFICATIONS NOM NS NOT APPLICABLE) ASP2 ARCHITECTURAL SPECIFICATIONS Al FLOOR PLAN / NOTES A 06/15/07 A2 FIXTURE PLAN , NOTES n 06/15/07 A3 REFLECTED CEILING PLAN / NOTES n 06/15/07 A4 INTERIOR ELEVATIONS n 06/15/07 A5 STOREFRONT PLAN / ELEV. / DETAILS A 06/15/07 STOREFRONT SECTIONS / DETAILS n 06/15/07 r _66 El POWER PLAN / NOTES • • E2 LIGHTING PLAN / SCHED'S / NOTES E3 ELEC. SPEC'S / DETAILS / PANELS s M1 MECHANICAL PLAN / NOTES M2 MECHANICAL SPECIFICATIONS P1 PLUMBING PLAN 4. TEMPORARY ELECTRICAL awdo • • 5. GLEAN UP • • !L a Permit No. ! Plan review � pprovai is subject to errors and omission. • ayetdIVVcu t.1 L . • -u LLUC ; Documents does not authoriz the vioiatien ci' c -7 c :c_ ~. :1 code or ordinance. Remit* 'Li apprcvcJ Fi _: _i C., ,P z • J ctnciitions is ecrnol vvledged: 1. JOB PHONE by ∎.L'0 '� • Date: - / City of Tukwila WILDING 17.11/12° 1 _ �_ -- '}?1;= ilTF1 PC`fP I CODE COMPLIANCE I 2 PETALS I APPROVED I I AUG 2 7 2007 ) . I r 1 A° 1 '- y Of I uk vllc I Ftl ITl fTl (Z T�TVTSTfN • • STUDS ONLY - G.G. TO FINISH I HOUR RATED WALL a INTERIOR PARTITIONS 1, mann Iiiiiiii LL OA 121. NOM NS NOT APPLICABLE) I. 6J313RAL REGIIIRIlaiS FER LANDLORD CRITERIA I. PERMIT5 AND FS • • 2. INSFEGTTOWCOORDINATION • • 3. DEMOLITION s 4. TEMPORARY ELECTRICAL • • 5. GLEAN UP • • 6. INSURANCE • • 1. JOB PHONE • • 2 PETALS I. METAL STUDS A. TENANT DEMISING WALLS • • STUDS ONLY - G.G. TO FINISH I HOUR RATED WALL a INTERIOR PARTITIONS • • SEE SHEET A -I G. FURRING • • D. STOCK/SALES PARTITION • • E. TOILET ROOM PARTITION e • F. SEG. STORASE PARTITION • • 2. ROOF TOP FRAMING FOR HVAG • 3. C.MENTRr I. BLOCKING • • 2. PLYWOOD • • 3. FURRING • • 4 DOi0R6 I. STOREFRONT ROLLING GRILLE • • INSTALLED BY METRO DOOR BLOCKING BY GL. 2. STOCKROOM DOOR • • 3. TOILET ROOM DOOR • • 4. SEG. STORAGE DOOR • • 5. HARDWARE • • I. GYPSUM BOARD • • 2. FINISH FLOORING A. CARPETING • • I. TRANSITION STRIP • • 5. VINYL COMPOSITION T1LE • • I. TRANSITION STRIP • • 3. PAINTING A. SALES AREA • • 5. STOCK/OFFICE ROOM • • G. TOILET ROOM • • 4. BASE A. SALES AREA • • 5. STOCK/OFFICE ROOM • • G. TOILET ROOM • • 5. CEILING A. SALES AREA • • 5. STOCK ROOM • • C. TOILET ROOM • • P. SECURE STORAC E ROOM • • 6. BSIJIPMENr I. 5TOREFRONT 5I6N5 • • 2. FIRE EXTINGUISHER • • AS PER LOCAL CODE 4 FIRE DEPARTMENT Y. PURN151411165 I. GASH WRAP • • 2. STOCK ROOM FIXTURES • • 3. SALES AREA FIXTURES • • b. !WAWA I. HVAC A. UNIT • • B. DUGTWORK/DIFF SEERS • • 2. TEMPERATURE CONTROLS • • 3. EXHAUST FANS • • 4. PLUMBIN5 A. WATER • • B. WASTE • • G. VENT • • 5. PLUhBINb FIXTURES • • 6. WATER HEATER • • 1. WATER METER • • . q. mow& I. DISTRIBUTION • • 2. PANELS • • 3. TRANSFORMER • • 4. LIGHT SWITCHES • • 5. LIGHT FIXTURES A. FLUORESCENT I. SALES • • 2. STOCKROOM • • B. RECESSED INCANDESCENT • • G. EXIT • • 6. TOILET UNIT FIXTURE • • 1. EMERGENCY LIGHTING • • S. TELEPHONE • • cl. BUZZER • 10. ALARM SYSTEM • • II. 24 HOUR TIME GLoGK • • 12. CHEGKPK OINT SECURITY SYSTEM • 15. GASHWRAP OUTLETS • • RESPONSIBILITY OF WORK CONTRACTOR NOTE WRITTEN DIMENSIONS HOLD PREHERENGE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. CONTRACTOR'S MUST VISIT JOB SITE TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE SUBMITTING BIDS. REPORT ANY DISCREPANCIES OF ANY CONDITIONS WHICH MAY INTERFERE WITH ThE PROPER EXECUTION OF WORK, TO TENANT REPRESENTATIVE. REPORT DISCREPANCIES DURING BIDDING PROCESS AND BEFORE START OF CONSTRUCTION. EXTRAS WILL NOT BE ALLOWED FOR JOB OR CODE COMPLIANCE CONDITIONS AFTER COMMENCEMENT OF CONSTRUCTION. DETAIL NUMBER SHEET WHERE DETAIL IS SHOWN SECTION CUT BUILDING CROSS SECTION ELEVATION ROOM NUMBER KEY NOTE WINDOW NUMBER PARTITION TYPE DOOR NUMBER FINISH ITEMS EQUIP. NUMBER ELEVATION BENCHMARK REVISION NUMBER CODES: BUILDING: PLUMBING: MECHANICAL FIRE: ELECTRICAL ENERGY: GRAPHIC SYMBOLS n BUILDING MERCANTILE TENANT MERCANTILE I CI ( CODE REVIEW CONSTRUCTION TYPE: Il -B USE GROUP CLASSIFICATION: MERCANTILE OCCUPANCY CLASSIFICATION: x mir.rwoca iirf/riri LEASE LINE EXISTING DEMISING PARTITION NEW DEMISING PARTITION EXISTING PARTITION NEW PARTITIONS TO CEILING NEW A PRIAL HE PARTITIONS l STOPS SH O CEILING INTERNATIONAL BUILDING CODE NIFORM PLUMBING CODE NTERNATIONAL MECHANICAL CODE NTERNATIONAL FIRE CODE 2005 NATIONAL ELECTRICAL CODE WASHINGTON STATE ENERGY CODE OCCUPANCY LOADS: SALES FLOOR 1,161 SQ. FT. DIVIDED BY 30 = 39 STOCK ROOM 325 SQ. FT. DIVIDED BY 300 = 1 TOTAL 40 OCCUPANTS NO. OF EMPLOYEES sci 2 EARTH GRANULAR FILL POURED CONCRETE CONCRETE BLOCK FACE BRICK STEEL ROUGH WOOD FINISHED WOOD PLYWOOD RIGID INSULATION BATT INSULATION GYPSUM BOARD METAL CERAMIC TILE ASPHAULT PAVING PARTITION OR MATERIAL TO BE REMOVED SQUARE FOOTAGE: SALES FLOOR 1 ,161 SQ. FT. STOCK ROOM 207 SQ. FT. TOILET ROOM 58 SQ. Fr. SEC. STORAGE 60 SQ. FT. TOTAL 1,486 SQ. FT. FIRE SUPPRESSION SYSTEM: NEW BY TENANT G.C. YES ® NO 0 SIGNAGE UNDER SEPARATE PERMIT APPLICATION SPRINKLER DRAWINGS UNDER SEPARATE COVER. I s , i 1D" ; Z r:0 RarA fqb •D Di-209 out entr all 10 4 outh C - nter Mall Tukwila, W.shin.ton 9818 S• ac - #2105 - tore #1190 52 cl SITE LOCATION PLAN I. let St SW 34th St tS Mil-40e Blvd L pia n d Mill rld f'rilsr�I ; SEPARATE PERMIT AND APPROVAL REQUIRED RETS!CMC No changes shall be made to the scope of work without prior approval of Tukwila Building Division, NOTE: Revisions will require a new plan submittal and may include additional plan review fees. LOCATION MAP 2ND LEVEL - SPACE #2105 `ri'° RECEiVED CITY OF TUKWI AUG 1 4 2007 PEHMIT CEN I ER r GEFARAI E FERivii i REQUIRED FOR: • r ethanical Et Gas Piping City of Tukwila BUILDING DIVISION RETAIL M5 L MINI ANCHOR CORRECTION LTR# 1 CO CO CTO �3 H O I CS - 1 N 0 -1 1 1 03 cn Q C U L O d' Cf) co i r�+ C N U L 7 O ■ f„„114 WESTFIELQ CORPO . TION 11601: WI SHIRE BLVD; - TE 1 LOS ANG JO PROJECT 3 0 893 -4761 LE cALIFOINIA 9 H KIMMEL CODER INATOR 0 00 BUILDING E RT. MENT CITY OF TUKINILA UILO. DEPT. } 6300 i C NT ; R LVD. - UI E 100 TUKWILA, WA HI lGTON 9818 ,ATTN: 'DAVE (AR EN pµ BU LDI G OF ICIAL 2.6 43'1 -3 GA ESTOP 62 E GRAP f IN A N: FDA DI - TORT 817 f vr�.,w rJ PO PAI KWAY mm , TEXAS :76051 ID TOIVIAINO a 0 CONSTRUCTION 424 -2176 IIL C CARE S IAR` fi NCARB, 19 CRAIG ROAD, S 300 PH. 314.415 `2400 FAX (314) St LOUIS, MO 1 5 -2300 , I wwu .arc °.co :r lv rt FRR DER ; K 1 GOG $.T. „D.. ,k,5 1P3G GIS RA11ON SEAL I hereby certify that these plans and specifications were prepared by me or under my direct supervision and to the best of my knowledge, comply with all applicable codes. I am a duly registered architect under the laws of the state of WASHINGTON as signified by my hand and seal. PROJECT NO: 07M34 DRAWN BY: JDM CHECKED BY: JDM ISSUE DATE: 5/21/07 TITLE SHEET EVI DATE ` DESCRIPTION 06/15/ LANDLORD COMMENTS 1111111111111111111111111111111111111111111111111111111111111111111111/ %// // %/� /%/ // %// // %/ VINYL COMP. TILE IN STOCKROOM (YGT -I) 12'X12' CERAMIC TILE (CT --I) TOP OF STRIP TO BE FLUSH WITH TOP OF BOTH FLOOR FINISHES. FEATHER CARPET AS REQUIRED CONT. SGHLUTE R #M -SOD BRUSHED ALUM. "L" TRANSITION STRIP SUPPLIED 4 INSTALLED BY G.G. CARPET (C-I) CARPET /V.C.T. DETAIL SCALE: NITS. : IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII I IIIIIII` - CERAMIC /MALL TILE DETAIL SCALE: N.TAL 11 -0II TOP OF STRIP TO BE FLUSH WITH TOP OF BOTH FLOOR FINISHES. FEATHER CARPET AS REQUIRED CONTINUOUS JOHNSONITE #CTA -XX -A, I /4" TO I /8" RUBBER TRANSITION STRIP (#20 CHARCOAL) SUPPLIED AND INSTALLED BY G.G. GARPET (G-I) MALL TILE LEASE LINE BRUSHED ALUM. "T' TRANSITION STRIP. l SUPPLIED INSTALLED BY G.C. l CLOSURE LINE 4 ENLARGED TOILET PLAN SCALE: ur4< 1 FINISH LEGEND KEY MATERIAL CERAMIC TILE RUBBER BASE PAINT CERAMIC EXPRESSIONS ROPPE - STRAIGHT BASE "BENJAMIN MOORE" PAINT 'BENJAMIN MOORE" ALPOLIC PANELS MITSUBISHI CORPORATION SLATWALL SUPPLIED BY GAMESTOP CT -I CERAMIC TILE CT-2 C-I CARPET TILE VGT -I VINYL COMP. TILE ARMSTRONG CERAMIC EXPRESSIONS FIANDRE ORIGINS ASH - 3 °X12' - UNPOLISHED NORTHERN LIGHTS SATIN BLACK - I2'XI2" - UNPOLISHED B-I P -I P -2 MP -I TYPE 0 TYPE I SLATWALL TYPE 2 CUBEWALL ACT -I CEILING TILE CEILING GRID ACT-2 CEILING TILE CEILING GRID NO. 101 IO2 103 104 I05 ROOM ENTRY SALES AREA STOCKROOM TOILET SEC. STORAGE MANIPAGTUREt SPECIFICATIONS INTERFACE MEETS OR EXCEEDS THE REQUIREMENTS FOR NFPA CLASS I EXCELON #51910 CLASSIC BLACK I2 "x12" x I /S" THICK 4" HIGH 'BLACK" SUPPLIED BY GAMESTOP SUPPLIED BY bAMESTOP ARMSTRONG ARMSTRONG ARMSTRONG ARMSTRONG 24'x48'x5/8', FISSURED #815, WHITE 24'x48 ", 15/16" PRUDE EXPOSED TEE GRID, WHITE ROOM FINISH SCHEDULE FLOOR P -I C CSGT-1 YGT -I YGT BASE B-1 &I PRIMARY PAINT: #20I -0O PRIMER FINISH PAINT: READY MIX COLOR - DECORATOR'S WHITE, SATIN FLAT #2120 -20 STEEL. WOOL, SATIN FINISH - WALLS (LATEX SATIN) - METAL (OIL BASE SATIN) #M0608 - SPECIAL SOFTWARE BLACK - 10% SLOSS 4x8 SHEETS, T -SLOTS 0 3' O.G. UNFINISHED MDF 4x8 SHEETS, T -SLOTS ® 3" D.G., W/ CORNFLOWER BLUE FINISH 4x8 SHEETS, T -SLOT5 0 6" O.G., Hi CORNFLOWER BLUE FINISH 24 ", FISSURED #105, TEGULAR, REVEAL, WHITE 24'x24',15/16° PRELUDE EXPOSED TEE GRID, WHITE MALL TYPE 2 TYPE I, TYPE 2 TYPE 0 P -I TYPE 0 MATERIAL GUNS FINISH n RDIPRKS TYPE "X" GYP. BD. AGT-1 TYPE "X" GYP. BD. P -I DARKS TENANT TO FURNISH; &C. TO INSTALL CARPET IN °CI-ECKERBOARD" PATTERN SUPPLIED AND INSTALLED BY TENANT G.G. SUPPLIED AND INSTALLED BY TENANT G.G. G.G. TO FURNISH BASE SUPPLIED AND INSTALLED BY TENANT G.C. TENANT TO SUPPLY SLATINALL TENANT TO SUPPLY SLAT NALL TENANT TO SUPPLY CUBEWALL IN SALES AREA IN STOCKROOM -0' 6-0 PAINT ENTIRE TOILET ROOM (P -I) 11'-0" ALL 9N 196 MST CONFORM TO FLAME SPREAD RATIN% PER L. M.. GODS DOOR TYPES 0 T- DOOR HARDWARE REFER TO TIE RE5PON51BILITY OF Pl0WC ON SHEET 11 weir Gyur I ALL Q T TO C FM CYLINDERS GROUP DESCRIPTION LOCKSET CLOSER STOP KICKPLATES SILENCER EXIT DEVICES CLOSER 2 3 I 7�PINTCYLII� HANDLE K1DI4G5TK626 #8501BF (® FULL SIDE) FLOOR STOP #438 1O °H x 34'W WITH BEVELED EDGES - 3 SIDES. (ON BOTH SIDES OF DOOR) #20 DOOR SILENCER (3 PER DOOR) Dar - NOT MED EGL 230 EXIT RIM ICE W/ALARM PANIC. HARDWARE NOM LOCK T ACCEPT 'BEST" GORE WITH 1 PINS) (0 PULL SIDE) SATIN CHROME PLATED U526D 261) BRUSHED STAINLESS BEST GLOSERPLUS IVE'S ROCKWOOD IVES - DETF_X 411.152610 CLOSERPLUS DES GLASS DOORS TOP PATCH FITTING BOTTOM PATCH FITTING PIVOT PATCH FITTING 2 MODEL. &ASS MIRY DOORS 5ISSFT TYPE F HD522 1-10516 VD504 • MANUFACTURER VISTA WALL VISTA WALL VISTA WALL VISTA WALL I I� ' MODEL SALIM AREA TO STOCKROOM t4 SILENCER PEEPHOLE 3 #20 DOOR SILENCER (3 PER DOOR) - I 1kJ6916 X 05260 (MOUNT ® 56" AF.F,) - IVES IVES DOOR SCHEDULE NO. ROOM DOOR DOOR DOOR DOOR DOOR FRPME WAD JAMB SILL Flew. NOTES 1 1 . IV. 1714 l , J�` ; I• 0 GLASS DOORS S' -011 X 1O' -0" H A GLASS PATCH FITTINGS BRUSHED ALUMINUM 3 A, 5, F 2 SALES/STOCK 0 TOILET 0 STOP KICKPLATES FLOOR STOP #438 #U526D 2 10 1 H W x 34' WITH BEVELED EDGES - STAINLESS 3 5IDES. (ON BOTH SIDES OF DOOR) 3' -0 "11 x 3' -011 x 1' -01H SEG. STORAGE 3' -011 x 1'-0"H B B B H.M. H.M. MANUFACTUIIrR IVES ROGKWOOD P -2 P -2 H.M. P -2 LOCKSET CLOSER STOP KICKPLATES SILENCER H.M. H.M. H.M. 2 3 P -2 P -2 P -2 'BEST" LEVER HANDLE 'L" FUNCTION, 1 -PIN CYLINDER # 13K1DI4G5TK626 #850113F (® PULL SIDE) FLOOR STOP #43S 1O "H x 34 °11 WITH BEVELED EDGES - 3 SIDES. (ON BOTH SIDES OF DOOR) #20 DOOR SILENCER (3 PER DOOR) 4 CHROME PLATED #US26D 4U526D BRUSHED STAINLESS A, F, 5, J A, F, G,I, BEST CLOSERPLUS IVES ROCKWOOD IVES A, F, 5, J DOOR NOTES A. Rai TO REEPCNSBILITY ON Sr FF.E T-I G. UNDERCUT DOOR I' FOR 143411LATION B. &C. SHALL BE RESPONSIBLE FOR D. GLr TO GLEAN, WAR AS MOD AIL A> MALL �RM E. PAINT PER LL. 5PEGS. THAT TIE GRILLE I5 OF>BRA11NS PROPERLY. F. INSTALL NEW HARDWARE 6. PANT T POWS AS ATIVE, H. DOOR SHALL BE I FR. RATED I. 5Ef 41AI FOR WC SI6NME J. INSTALL A M4 .D NAMABLE DOOR PRAM Plat %MULE n 12' -I0 " (LEASELINE DIMENSION) (V.LF.) FLOOR PLAN SCALE verta D 1 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 7 2007 City Of Tukwila BUILDING DIVISION jf ECEiVED CAT` OF TUKNILA G 1 4 2007 PEHMIT CEN I ER A CO w Q CC 0 0 LL Al 3 , - / / / / 1 Q ' 1 D z 3' -0" - a 5E 11 4 .. / 6" I 3'-6" 1111111111111111111111111111111111111111111111111111111111111111111111/ %// // %/� /%/ // %// // %/ VINYL COMP. TILE IN STOCKROOM (YGT -I) 12'X12' CERAMIC TILE (CT --I) TOP OF STRIP TO BE FLUSH WITH TOP OF BOTH FLOOR FINISHES. FEATHER CARPET AS REQUIRED CONT. SGHLUTE R #M -SOD BRUSHED ALUM. "L" TRANSITION STRIP SUPPLIED 4 INSTALLED BY G.G. CARPET (C-I) CARPET /V.C.T. DETAIL SCALE: NITS. : IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII I IIIIIII` - CERAMIC /MALL TILE DETAIL SCALE: N.TAL 11 -0II TOP OF STRIP TO BE FLUSH WITH TOP OF BOTH FLOOR FINISHES. FEATHER CARPET AS REQUIRED CONTINUOUS JOHNSONITE #CTA -XX -A, I /4" TO I /8" RUBBER TRANSITION STRIP (#20 CHARCOAL) SUPPLIED AND INSTALLED BY G.G. GARPET (G-I) MALL TILE LEASE LINE BRUSHED ALUM. "T' TRANSITION STRIP. l SUPPLIED INSTALLED BY G.C. l CLOSURE LINE 4 ENLARGED TOILET PLAN SCALE: ur4< 1 FINISH LEGEND KEY MATERIAL CERAMIC TILE RUBBER BASE PAINT CERAMIC EXPRESSIONS ROPPE - STRAIGHT BASE "BENJAMIN MOORE" PAINT 'BENJAMIN MOORE" ALPOLIC PANELS MITSUBISHI CORPORATION SLATWALL SUPPLIED BY GAMESTOP CT -I CERAMIC TILE CT-2 C-I CARPET TILE VGT -I VINYL COMP. TILE ARMSTRONG CERAMIC EXPRESSIONS FIANDRE ORIGINS ASH - 3 °X12' - UNPOLISHED NORTHERN LIGHTS SATIN BLACK - I2'XI2" - UNPOLISHED B-I P -I P -2 MP -I TYPE 0 TYPE I SLATWALL TYPE 2 CUBEWALL ACT -I CEILING TILE CEILING GRID ACT-2 CEILING TILE CEILING GRID NO. 101 IO2 103 104 I05 ROOM ENTRY SALES AREA STOCKROOM TOILET SEC. STORAGE MANIPAGTUREt SPECIFICATIONS INTERFACE MEETS OR EXCEEDS THE REQUIREMENTS FOR NFPA CLASS I EXCELON #51910 CLASSIC BLACK I2 "x12" x I /S" THICK 4" HIGH 'BLACK" SUPPLIED BY GAMESTOP SUPPLIED BY bAMESTOP ARMSTRONG ARMSTRONG ARMSTRONG ARMSTRONG 24'x48'x5/8', FISSURED #815, WHITE 24'x48 ", 15/16" PRUDE EXPOSED TEE GRID, WHITE ROOM FINISH SCHEDULE FLOOR P -I C CSGT-1 YGT -I YGT BASE B-1 &I PRIMARY PAINT: #20I -0O PRIMER FINISH PAINT: READY MIX COLOR - DECORATOR'S WHITE, SATIN FLAT #2120 -20 STEEL. WOOL, SATIN FINISH - WALLS (LATEX SATIN) - METAL (OIL BASE SATIN) #M0608 - SPECIAL SOFTWARE BLACK - 10% SLOSS 4x8 SHEETS, T -SLOTS 0 3' O.G. UNFINISHED MDF 4x8 SHEETS, T -SLOTS ® 3" D.G., W/ CORNFLOWER BLUE FINISH 4x8 SHEETS, T -SLOT5 0 6" O.G., Hi CORNFLOWER BLUE FINISH 24 ", FISSURED #105, TEGULAR, REVEAL, WHITE 24'x24',15/16° PRELUDE EXPOSED TEE GRID, WHITE MALL TYPE 2 TYPE I, TYPE 2 TYPE 0 P -I TYPE 0 MATERIAL GUNS FINISH n RDIPRKS TYPE "X" GYP. BD. AGT-1 TYPE "X" GYP. BD. P -I DARKS TENANT TO FURNISH; &C. TO INSTALL CARPET IN °CI-ECKERBOARD" PATTERN SUPPLIED AND INSTALLED BY TENANT G.G. SUPPLIED AND INSTALLED BY TENANT G.G. G.G. TO FURNISH BASE SUPPLIED AND INSTALLED BY TENANT G.C. TENANT TO SUPPLY SLATINALL TENANT TO SUPPLY SLAT NALL TENANT TO SUPPLY CUBEWALL IN SALES AREA IN STOCKROOM -0' 6-0 PAINT ENTIRE TOILET ROOM (P -I) 11'-0" ALL 9N 196 MST CONFORM TO FLAME SPREAD RATIN% PER L. M.. GODS DOOR TYPES 0 T- DOOR HARDWARE REFER TO TIE RE5PON51BILITY OF Pl0WC ON SHEET 11 weir Gyur I ALL Q T TO C FM CYLINDERS GROUP DESCRIPTION LOCKSET CLOSER STOP KICKPLATES SILENCER EXIT DEVICES CLOSER 2 3 I 7�PINTCYLII� HANDLE K1DI4G5TK626 #8501BF (® FULL SIDE) FLOOR STOP #438 1O °H x 34'W WITH BEVELED EDGES - 3 SIDES. (ON BOTH SIDES OF DOOR) #20 DOOR SILENCER (3 PER DOOR) Dar - NOT MED EGL 230 EXIT RIM ICE W/ALARM PANIC. HARDWARE NOM LOCK T ACCEPT 'BEST" GORE WITH 1 PINS) (0 PULL SIDE) SATIN CHROME PLATED U526D 261) BRUSHED STAINLESS BEST GLOSERPLUS IVE'S ROCKWOOD IVES - DETF_X 411.152610 CLOSERPLUS DES GLASS DOORS TOP PATCH FITTING BOTTOM PATCH FITTING PIVOT PATCH FITTING 2 MODEL. &ASS MIRY DOORS 5ISSFT TYPE F HD522 1-10516 VD504 • MANUFACTURER VISTA WALL VISTA WALL VISTA WALL VISTA WALL I I� ' MODEL SALIM AREA TO STOCKROOM t4 SILENCER PEEPHOLE 3 #20 DOOR SILENCER (3 PER DOOR) - I 1kJ6916 X 05260 (MOUNT ® 56" AF.F,) - IVES IVES DOOR SCHEDULE NO. ROOM DOOR DOOR DOOR DOOR DOOR FRPME WAD JAMB SILL Flew. NOTES 1 1 . IV. 1714 l , J�` ; I• 0 GLASS DOORS S' -011 X 1O' -0" H A GLASS PATCH FITTINGS BRUSHED ALUMINUM 3 A, 5, F 2 SALES/STOCK 0 TOILET 0 STOP KICKPLATES FLOOR STOP #438 #U526D 2 10 1 H W x 34' WITH BEVELED EDGES - STAINLESS 3 5IDES. (ON BOTH SIDES OF DOOR) 3' -0 "11 x 3' -011 x 1' -01H SEG. STORAGE 3' -011 x 1'-0"H B B B H.M. H.M. MANUFACTUIIrR IVES ROGKWOOD P -2 P -2 H.M. P -2 LOCKSET CLOSER STOP KICKPLATES SILENCER H.M. H.M. H.M. 2 3 P -2 P -2 P -2 'BEST" LEVER HANDLE 'L" FUNCTION, 1 -PIN CYLINDER # 13K1DI4G5TK626 #850113F (® PULL SIDE) FLOOR STOP #43S 1O "H x 34 °11 WITH BEVELED EDGES - 3 SIDES. (ON BOTH SIDES OF DOOR) #20 DOOR SILENCER (3 PER DOOR) 4 CHROME PLATED #US26D 4U526D BRUSHED STAINLESS A, F, 5, J A, F, G,I, BEST CLOSERPLUS IVES ROCKWOOD IVES A, F, 5, J DOOR NOTES A. Rai TO REEPCNSBILITY ON Sr FF.E T-I G. UNDERCUT DOOR I' FOR 143411LATION B. &C. SHALL BE RESPONSIBLE FOR D. GLr TO GLEAN, WAR AS MOD AIL A> MALL �RM E. PAINT PER LL. 5PEGS. THAT TIE GRILLE I5 OF>BRA11NS PROPERLY. F. INSTALL NEW HARDWARE 6. PANT T POWS AS ATIVE, H. DOOR SHALL BE I FR. RATED I. 5Ef 41AI FOR WC SI6NME J. INSTALL A M4 .D NAMABLE DOOR PRAM Plat %MULE n 12' -I0 " (LEASELINE DIMENSION) (V.LF.) FLOOR PLAN SCALE verta D 1 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 7 2007 City Of Tukwila BUILDING DIVISION jf ECEiVED CAT` OF TUKNILA G 1 4 2007 PEHMIT CEN I ER A CO w Q CC 0 0 LL Al FIXTURE LECND NAM DESCRIP110N VEtVGR INSTALLED I3T' B REGEIVING TABLE - 24'D x 48 "L SAMESTOP G.G. 6 6 3/4" X I I/2" X S'-O" RED GORNIGE SAMESTOP 6.0. H 6" X I" X 8' -0' BLACK SIGN CORNICE 6AMESTOP G.G. J REGISTER UNIT 6AME5TOP G.G. L WORK UNIT 6AMESTOP G.G. M HANDICAP ACCESSIBLE FIXTURE (ADA TOP o 34" A.FP) GAME G.G. N CORNER UNIT 6AMESTOP S.C. 0 VGR $ DOT MATRIX LOCATION SAMESTOP G.G. GB GAMEBOY DISPLAY FIXTURE SAMESTOP G.G. FF FEATURE FIXTURE GAMESTOP G.G. TV VIDEO MONITOR FRAME SAMESTOP G.G. WF FREE STANDING WIRE FRAME GAMESTOP G.G. UB USED BIN SAMESTOP G.G. V-53 BAGKWALL CABINET (48 1 x 132'H x 22 °D) SAMESTOP G.G. NEW A.G.T. G ILING (ACT -2 ) NEW A.G.T. CEILING (ACT -I) 0 m I © NEW STOCK/SALES „0 -,or �€ ;du3 �y� �i� ` II I I I I I I WALL TO BE35 /S" METAL 511)D5 20 GA. ® 16' O.G. TO 5T1JJGTURE ABOVE WITH 5/8" TYPE 'X' GYP. BD. ON BOTH 510E5 TO RUN 6' -ABOVE CEILING TILES. WA o SLATLL (TYPE O) STOCK 1 I : I I 1 I I I I SLATWALL (TYPE I) Q 5 ALS ROOM AREA 4" HIGH BASE (B-I) (ALL 3 -5/8" METAL TRACK, 20 SA. WITH HILTI DX TYPE NK FASTENERS o 5IDE5) FINISHED FLOOR 18' Q.G. TYP. PER IGBO EVALUATION REPORT #23SS TIP. FINISHED FLOOR (C-I) SLATWALL (TYPE 0) TOP ® -0" A.F.F. LEASE LINE NEW ELECTRICAL PANELS 4 EQUIP. BY TENANT G.G. 071-ER5 (TYP.) ADJACENT TENANT OR NEW PLUMBING FIXTURES BY T.G.G. 1111111111111111111111111111111111,, 1111111.1 METAL STUD DRYWALL BY TENANT 6.G. ATTACH HANG WIRES TO STRUCTURE ABOVE NEW A.G.T. GEILING (ACT -2) EXISTING 6" METAL STUDS, 20 GA. ® 24° O.G. BY LANDLORD UNFINISHED MDF SLATWALL (TYPE 0) I) LAYER OF 5 /S" FR. GYP. BD. WITH FIRE RATED SEALANT AT FLOOR AND STRUCTURE ABOVE ON BOTH SIDES OF WALL BY TENANT G.G. 4 STOCK AREA 4" HIGH BASE (B-I) FINISHED FLOOR VGT -I D PARTITION TYPES SCALE ur - NEW TOILET CEILING SIM. k it PAINT (P -I) TOILET FINISHED FLOOR (VGT -I) STRUCTURE ABOVE 3 5/8' 20 GA. METAL SLIP TRACK SEE DETAIL 3/A2 (TYP) NEW A.G.T. CEILING (ACT -2) NEW TOILET WALL BY TENANT 6.G UNFINISHED MDF SLATNIALL (TYPE 0) NEW WALL TO BE 3 5 /S" METAL STUDS 20 GA. 16° 0.0. TO STRUCTURE ABOVE WITH 5 /8" SW. BD. ON BOTH SI0E5 TO RUN 6" ABOVE GEILING TILES. STOCK AREA 4" HIGH BASE (I -I) 4 FIN151-1W FLOOR (VG T-1) 0 \ �\ 3 5 /S' METAL TRACK, IS SA. WITH HILTI DX TYPE NK FASTBNERS o 18° 0.0. TYP. PER IGBO EVALUATION REPORT #2388 TYP. PEW STOCK/TOLEr WALL STRUCTURE ABOVE 3 5 /S' 20 GA. METAL SLIP TRACK SEE DETAIL 3/A2 (TYP.) NEW ACT CEILING (ACT -2) SECURE STORAGE FIXTURE PLAN SCALE v. - w NEW A.C.T. CEILING (ACT -2) \ UNFINISHED MDF SLAWIALL (TYPE 0) NEW WALL TO BE 3 5/8" METAL STUDS 20 GA. I6° O.G. TO STRUCTURE ABOVE WITH 5/8" TYPE Q °X° GYP. BD. ON BOTH SIDES TO RUN 6" ABOVE CEILING TILES. STOCK AREA 4' HIGH BASE (13-1) / FINISHED FLOOR (VGT -I) \ 3 5/8' METAL TRACK, 18 GA. WITH HILTI DX TYPE NK FASTENERS @ 18' 0.G. TYP. PER IGBO EVALUATION REPORT #2558 TYP. IEW STOCK/ E STORAGE WALL CEILING DECK ABOVE 3 5 /S' 20 SA. METAL SLIP TRACK SEE DETAIL 3/A2 GM* DECK ABOVE 0 •f� 011110/011111 1.1/1.1.11111111. ATTACH HANG WIRES TO STRUCTURE ABOVE KEW STOCK /SALES WALL NEW A.G.T. CEILING (ACT -I) - RED CORNICE BAND - BLACK SIGN BAND SLATWALL (TYPE I) TO S' -0° A.F.F. (TYP) EXISTING 6" METAL STUDS, 20 6A. ® 24' 0.G. BY LANDLORD ( I) LAYER OF 5/8° FR. GYP. BD. WITH FIRE RATED SEALANT AT FLOOR AND STRUCTURE ABOVE ON BOTH SIDES OF WALL BY TENANT 6.C. 4' H15H BASE (B-I) FINISHED FLOOR (G-I) GYP. BD. 13Y—.-- OTFER5 (TYP) ADJACENT TENANT D O 1ZO9 CUBEWALL (TYPE 2) GUBEWALL (TYPE 2) CONTROL ZONE 5' - " LEASE LINE NEUTRAL PIER NEW I/2° TEMPERED GLASS BY TENANT 6.G. MALL FLOORING TO CLOSURE LINE MALL FLOORING TO CLOSURE LINE NEW 1/2' TEMPERED GLASS BY TENANT G.C. NEUTRAL PIER METAL STUD DRYWALL BY TENANT 6.G. ATTACH HANS WIRES TO STRUCTURE ABOVE 3 5/8' 20 5 SLIP TRACK SCREW 3 5/8' 511.117 TRACK TO SLIP TRACK USING #10 SCREWS @ IS° 0.0. NEV GYP. BD. CEILING PAINT (P -2) EXISTING 6' METAL STUDS, 20 GA. ti 24' O.G. BY LANDLORD (I) LAYER OF 5/8' FR. SW. BD. WITH FIRE RATED SEALANT AT FLOOR AND STRUCTURE ABOVE ON BOTH 510E5 OF WALL BY TENANT 6.C. GUBEWALL (TYPE 2) FLOOR TO CEILING AREA f EXISTING DECK f 4' HIGH BASE (13-1) FINISHED FLOOR (G-I) CI WALL FLOOR TO CELFIG ATTACHMENT DETAIL SCALES NOT TO SCALE REVIEWED FOR oTRACK 2 a %i ��DE COMPLIANCE APPROVED AUG 2 7 2007 City Of Tukwila STUD 5/8" 20 METAL ILDIN DIVISION 3 5/8° METAL STUDS 20 GA. ®16' 0.0. WI1N 5/8' TYPE 'X" SYP. BD. RUN 6' ABOVE CEILING TILES RECEIVED CITY OF TUK mlLA AUG 1 4 2007 PEF1MI7 CNN I ER A2 REFLECTED OILING PLAN LEGEND TOTAL FIXTURES 34 NEW 2X2 PARABOLIC LIGHT FIXTURES SUPPLIED BY GAMESTOP AND INSTALLED BY TENANT G.G. I 1 U � NEW IX4 WALL WASHERS SUPPLIED BY GAMESTOP AND INSTALLED BY TENANT G.G. NEW S' DOWN LIGHTS SUPPLIED BY GAMESTOP AND INSTALLED SY TENANT G.C. 3 3 NEW 2X4 PRISMATIC LIGHTING BY TENANT G.G. I jd NEW LIGHT /EXHAUST FAN COMBO BY TENANT G.G. ® NEW EXIT 516N5 BY TENANT G.G. 2 NEW SPRINKLERS BY TENANT G.G. - G.G. TO SUBMIT SHOP 0 DWG'S 4 HYDRAULIC GALG'S TO BLDG. DEPT. FOR ALL REVIEWS, APPROVALS, 4 PERMITS (TYP) I Ci N EV X HVAG SUPPLY AIR DIFFUSERS BY TENANT G.G ( 2 N EW HVAG RETURN AIR DIFFUSERS BY TENANT G.G MEE ■■■ ■■■ ■ ■ , MEIN ■■■ ■■■ ■■■ ■■■ M■■ ■■■ ■■■ ■■E ENE ■■■ ■■■ ■ ■■ ■■■ ■EM ■.. ■■E ICI HEN GYP. BD. CEILING, LIGHT, EXHAUST FAN TO BE AT S' -0" AF.F. NEW A.C.T. CEILING 4 LIGHTS TO B)= INSTALLED AT 11' -0' A.F.F. (A.G.T. -2) MAIN RUNNER @ 4' -0" O.G. SEISMIC LOGKING PIN GROSS RUNNER NEW A.C.T. CEILING 4 LIGHTS TO BE INSTALLED AT II' -0' A.F.F. (A.G.T.-2) LOCK. I NO GL IF TO FASTEN GROSS RUNNER TO MAIN RUNNER 1/4" ch ALL THREAD ROD SUSPENDED FROM STRUCTURE TYP 45° SECURE STORAGE ICI SPLICE %." SPLIG 45° ILO" HANGER WIRE TYP. SPLAY BRAG INS DETAIL HANGER ALLOWABLE WIRE TENSION 12 I0 MAIN RUNNER 45° SPLAY WIRE BRAGING IN PLANE OF MAIN RUNNER, ALL WIRES ATTAGHED TO MAIN RUNNER (4 DIRECTIONS) F = ��Gp o x we\S Ale re CV area l , �� #min GROSS RUNNER a 2-0" 0.G. 110# 225# 300# HANGER WIRES REFLECTED CEILING PLAN SCALE 1/4 - ra MAIN RUNNER PANEL WALL TRIM (2" MIN HORIZONTAL LEG CONT. HORIZ. STRUT TO ON PERIMETER ANGLE) PREVENT SPREADING OR RUNNERS LATERAL FORGE BRACING (THREADED RODS) NOT TO EXCEED 12' O.G. EACH WAY. THE FIRST POINT WITHIN 4' FROM EACH WALL. SUSPENDED LAY—IN GE I L I NCB DETAIL @ NALL HANGER WIRES MAX. Y BRAG 5/8" GYP. BD. GEILING ON DWG --25 FURRING CHANNELS @ 16 "0.G. SECURRED TO I -1/2" COLD ROLLED CHANNELS @ 4' -0" O.G. LATERAL FORGE BRACING (THREADED RODS) NOT TO EXCEED 12' O.G. EACH WAY. THE FIRST POINT WITHIN 4' FROM EACH WALL. SUSPENDED SYP. 5D. GE I L INS DETAIL @ 1'MALL SEISMIC B RAgNG AT SUSPENDED CEILING SCALE NO SCALE 2 "(MIN) NOTE: METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND FOR LAY -IN PANEL CEILINGS SHALL BE INSTALLED IN ACCORDANCE WITH "UNIFORM BUILDING CODE" CHAPTER 25 4 U.B.G. STANDARD 25-2. HANGERS FOR SUSPENDED CEILING SHALL SE NOT LESS THAN THE SIZES SET FORTH IN TABLE NO. 25 -A, FASTENED TO OR EMBEDDED IN THE STRUCTURAL FRAMING, MASONRY OR CONCRETE. HANGERS SHALL BE SADDLE -TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL STRENGTH OF THE HANGERS. LOWER ENDS OF FLAT HANGERS SHALL BE BOLTED IN/ I/8" BOLTS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND RUNNERS AND BOLTED TO THE MAIN PART OF THE HANGER SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP RIVETS, SCREWS, PINS, PLATES W/ BENT TABS, OR OTHER APPROVED CONNECTORS. DESIGN CONNECTORS FOR 2 TIMES DESIGN LOAD OR ULTIMATE AXIAL TENSION OR COMPRESSION (MIN. 60 LBS) OR, GRO55- FURRING SHALL BE SECURELY ATTACHED TO THE MAIN RUNNER BY SADDLE -TYING WITH NOT LESS THAN ONE STRAND OF NO. 16 OR TWO STRANDS OF NO. IS U.S. GUAGE TIE WIRE OR APPROVED EQUIVALENT ATTACHMENTS. THE MAIN RUNNER AND GROSS- FURRING SHALL NOT BE LESS THAN THE SIZES SET FORTH IN TABLE NO.25-A, EXCEPT THAT OTHER STEEL SECTIONS OF EQUIVALENT STRENGTH MAY BE SUBSTITUTED FOR THOSE SET FORTH IN THE TABLE. 5' NEW SW. BD. SOFFIT BOTTOM TO BE ® II'-O" AFF. NEN SW. BD. SOFFIT LIGHT TO BE ® 14' -O A.F.F. INEW GYP. BD. SOFFIT LIGHTS TO BE ® IO' -O A.F.F. INTERNALLY ILLUMINATED SIGN SUPPLIED E INSTAI I FD BY SIGN MANUFACTURER NEW GYP. BD. SOFFIT 4 LIGHT TO BE ® 14' -0' AF.F. NEW GYP. BD. SOFFIT BOTTOM TO BE 0 II' -0° A.F.F. REFLECTED CEILING PLAN GENERAL NOTES 2. 3. 4. 5. 6. 1. S. a. SEE ELECTRICAL SHEETS FOR EXACT L ENSTH, MODEL NUMBER AND CIRCUITING INFORMATION FOR EACH OF THE LIGHT FIXTURE SEE MECHANICAL SETS FOR EXACT LOCATIONS OF DIFFUSERS, RETURN AIR GRILLES, ETC. 11115 BUILDING CONTAINS A COMPLETE SPRINKLER SYSTEM. REVISE THE EXISTING SYSTEM AS REQUIRED BY THIS N0'1 CONSTRUCTION. GENERAL CONTRACTOR SHALL EMPLOY A SPRINKLER SUBCONTRACTOR, LICENSED WITHIN THE GOVERNING .JURISDICTION. THE SPRINKLER SUB- CONTRACTOR SHALL PRODUCE REQUIRED SPRINKLER PLANS, SUBMIT THEM TO THE LANDLORD FOR REVIEW AND APPROVAL, THEN SUBMIT THEM TO THE LOCAL BUILDING DEPARTMENT FOR REVIEW, APPROVAL AND PERMIT. CEILING HEIGHTS ARE AS NOTED ON PLAN. GENERAL CONTRACTOR SHALL NOTIFY THE TENANT IMMEDIATELY OF ANY DISGREPANGIES WITH THE ELMS IN RELATION TO THE EXISTING FIELD CONDITIONS. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY HARDWARE FOR PROPER INSTALLATION OF LIGHT FIXTURE, FANS, AND CEILING DIFFUSERS. TENANT'S G.C. SHALL COORDINATE SPRINKLER INSTALLATION WITH SPRINKLER CONTRACTOR. METAL SUSPENSION SYSTEM FOR ACOUSTICAL TILE AND LAY -IN PANEL CEILINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM 6635 -57 FOR INTERMEDIATE DUTY SYSTEMS. INSTALLATION OF METAL CEILING SUSPENSION SYSTEM FOR ACOUSTICAL TILE AND LAY -IN PANELS SHALL CONFORM TO THE REQUIREMENT OF ASTM 0636 -86. MAIN RUNNERS 0 2' -0'/4' -0' 0.0., CRO5% RR1 NER5 A 2'-O" O.G.. 0. VERTICAL HANGERS TO BE MAX S" FROM WALL. I. ALL SPRINKLER HEADS AT CEILING SHALL BE SEMI - RECESSED. (SEE MECH. DWGS) 2. G.G. TO USE LASER FOR LEVELING OF ALL SOFFITS, CEILINGS AND SUSPENDED GRIDS. 3. ALL EQUIPMENT SHALL BEAR UL LABELS. 4. DIFFUSERS TO HAVE HANG WIRES ON ALL FOUR CORNERS. 5. LIGHTS TO HAVE HANG WIRES ON ALL FOUR CORNERS. b. ALL FIRE DAMPERS MUST BE IDENITFIED BY A STICKER INSTALLED ON THE CEILING BELOW. 7. PLENUM CANNOT CONTAIN ANY COMBUSTIBLES. 5. G.G. TO INSTALL ACCESS DOORS AS NECESSARY. REVIEWED FOR CODE COMPLIAINCL: APPROVED AUG 2 7 2007 City Of Tukwila B ILDIN .. DIVISION J RECEIVED CITY OF TUKWILA AUG 14 2007 PERMIT CENTER • 2 Z 0 D "0 "0 v O 33 co O II 0 I' b ISSUE DATE: z a CO 0 PROJECT NO: 07M343 DRAWN BY: JDM CHECKED BY: JDM rn T O cu \ I I US s / / 4' -0" MIN / WATERPROOF / 33" TO 36" /q X "IM]N / 21'' 2 MIN A ,,. / 2c1" MIN / 34 MAX � / 40" MAX 4' -0" MIN WATERPROOF 'B_LI t D D 62 MAX 5/21/07 INTERIOR ELEVATIONS 6' -S" MIN T 1 f N 3 4'-O" MIN WATERPROOF n A 0 r 10' -0" 12' -O" (TO BOTTOM OF CEILING) R 0 m O a f N 14 n A 0 rn r O z 12' -0" (TO BOTTOM OF GEILING) (SLATWALL -TYPE I) j 1 1 1 I 11 I 1 14' -0" 4' -O" (TYPE 2) 4 ,Y // 3 -7 / rn� :1 R EV _DATE DESCRIPT[ON I NAME_ PAc #2105 - TRE #1190 RE; -OS ERE GLI GTO •NOCFH ,1217 1 N Z \ k .l1-- r%l►7r4 -L. 1■1•1 L.rtI SYSTEM (TYPE I) (TYP) , TENANT G.G. TO INSTALL PLASTIC STRIPS IN THE GROOVES TO MATCH SLATWALL AS REQUIRED r. 1 W1411 LVI ILLS 1JLVL _I GUBEINALLTO GEILING (TYPE 2) (r( R) S' -0" 4" 4-O" (SLATWALL -TYPE I) / (TYPE 2) 12' -O" • 2 Z 0 D "0 "0 v O 33 co O II 0 I' b ISSUE DATE: z a CO 0 PROJECT NO: 07M343 DRAWN BY: JDM CHECKED BY: JDM rn T O cu \ I I US s / / 4' -0" MIN / WATERPROOF / 33" TO 36" /q X "IM]N / 21'' 2 MIN A ,,. / 2c1" MIN / 34 MAX � / 40" MAX 4' -0" MIN WATERPROOF 'B_LI t D D 62 MAX 5/21/07 INTERIOR ELEVATIONS 6' -S" MIN T 1 f N 3 4'-O" MIN WATERPROOF n A 0 r 10' -0" 12' -O" (TO BOTTOM OF CEILING) R 0 m O a f N 14 n A 0 rn r O z 12' -0" (TO BOTTOM OF GEILING) (SLATWALL -TYPE I) j 1 1 1 I 11 I 1 14' -0" 4' -O" (TYPE 2) 4 ,Y // 3 -7 / rn� :1 R EV _DATE DESCRIPT[ON I NAME_ PAc #2105 - TRE #1190 RE; -OS ERE GLI GTO •NOCFH ,1217 n A r gLgi g s E ° CONTROL ZONE a i; 0 4 0 m 0 m 0 r z 4 r n t 4 LI U II • F] 15-0” cS / II -O° 4' -0" / i A 5-0" I' -O" ti to R gill 911421219 „Mx,ZI A5 REV DATE DESCRIPTION NAME _ PROJECT No: 47M343 S S UTH C NTER Z • 1O 5 U � ENTER 4 TU WI LA A' Hl u AL 2 M A L T ' N 818 ' ° ,,,.. L m =_ = n �Q7 H ... A„F A..J� I CRAIG P H. X 314) 4 15 -;2 u ...ur » �..0 _ ..... , L .� �o 4° � , ,,,m,::,,b: s� n R Rwf,9, FAX l / `�� :71 I D .,wm, w.V ,. ... w�.,,, - � o � fs o (314) 5 2300 arcv.co u. ... REGI5TRATjoN 1 EEE i � fi w ...0 _ � .. L a _. ..,,, ..,,,,.:::,_r , , 1� " ... � � �,, � S ' 3{ x ..- .: •- _ _ H . ...w .,,w ». "" u ,M 9 1 i f ° 3 l = r .wren ... rxm., ... i R . ..m �� ., �.�� , y S5 << . GO. . r w �r „ . ,- . t I �_:.,.., w�. 621 EM CMM . . . ...�iwv v.Yrrrro -rro -ate... ..... .... .. . . .:....:.:. CHECKED BY: „�,,, �_.w...:: ,m. . �w~„ w~,. �,,,,, mt,.....k...... �w wH.�.........,..�w......,www:� .�.�,w,,,,k JDM � . ......... � . mm,,,,.....w„ ,, �w r..,.. w ... s � . ISSUE DATA 5/21/07 n .w w n, � w ,., k.k .. L � STORE � SPAC - #21055 S #119 , ,, ,r „k �.� ,�kk,,,,,, w .. x w n-1 w ,.w.. _ .... _ \..,m . _ w �_.e - PLAN /ELEVIDETAILS „ _.._ m,.,., w.._. w_ ,m.�,,, ,,,,,,,,.... .n ,,, ,,,�,,,,�. .0 ...b.,,, > ,_wm m,. m . . ,r ,,.�„ :,::: ,»_,. . L ... ,,,,,,,, ...,,,,...� ., w.. .� , ..w § �. „,.. , , ...........�..� ,r ,,.. „ ,r ..., _ „�........ n A r gLgi g s E ° CONTROL ZONE a i; 0 4 0 m 0 m 0 r z 4 r n t 4 LI U II • F] 15-0” cS / II -O° 4' -0" / i A 5-0" I' -O" ti to R gill 911421219 „Mx,ZI J NB^4 5/8° TYPE "X' GYP. BD. BY G.G. PAINT (P -2). ATTACH TO STRUCTURE ABOVE AS REQUI T.G.G. TO APPLY LATERAL BRACING AS REID WITH 3-5/8° 20 GA. METAL STUDS AT 48" D.G. 3-5/8', 20ga. METAL STUDS I6" o G. (TYP,) 5/8" TYPE 'X' GYP BD RUN TO 6" ABOVE TILES ACT CEILING (ACT -I) NEW 5 /8" TYPE 'X' GYP. BD., PAINT (P -I) GUBBNALL (TYPE -2) (BEYOND) RED CORNICE BAND (BEYOND) BLACK SIGN CORNICE (BEYOND) SLATWAI L (TYPE-1) (BEYOND) 4" BASE (-I) (BEYOND) aar • 4... mill Mk ii u„„._„............„ iWdiii Ai‘l " 4' -0" 5' -0" 3° BRJSHED ALUM. CHANNEL CENTER LINE OF GLASS NEW 1/2' TEMPERED GLASS BLACK ALPOLIC PANELS (MP -I) ON 5/8° BACKER BD. ON I/2" FIRE TREATED PLYWOOD ON 3 5/8 °, 20ga. MTL. STUDS I'- it MALL BULKHEAD EXISTING LIGHT DOVE TO REMAIN INTERNALLY ILLUMINATED SIGN INSTALLED BY 516N MANUFACTURER. 6', ISga. METAL STUDS W/ 3 5 /S" METAL STUDS BOTH ENDS SEE DETAIL 5/A6 (TYP.) NEW 5/8' TYPE 'X' GYP. BD. PAINT (P -I) NEW GLASS DOORS LEASE LINE 12" X IT CERAMIC TILE (CT-2) FINISHED FLOOR : (T T T STOREFRONT SECTION • ROLLING GRILLE SCALE 1/T 1 DETAIL DETAIL SCALE 3'4-0' STOREFRONT SECTION • SHOW WINDOW NEW 5 /S" TYPE 'X' GYP. BD. PAINT (P -I) IT X IT CERAMIC TILE (CT-2) FINISHED FLOOR 0 w U- T-• ATTACH TO STRUCTURE ABOVE AS REQUIRED T.G.G. TO APPLY LATERAL BRACING AS REM? WITH 3-5/8' 20 GA. METAL STUDS AT 48° D.G. ACT CEILING (ACT-1) - ---��9 3 -5/8', 20ga. METAL STUDS ®I6° 0.C. (TYP,) W/ 5/8" TYPE "X" GYP BD RUN TO 6° ABOVE TILES NEW 5 /S" TYPE 'X' GYP. BD., PAINT (P -I) CUBEWALL (TYPE -2) (BEYOND) RED CORNICE BAND (BEYOND) BLACK SIGN CORNICE (BEYOND) SLATWALL (TYPE -I) (BEYOND) 4' BASE (B-I) (BEYOND) 3625162 -54 EXISTING LIGHT COVE TO REMAIN MALL BULKHEAD NOTE: ALL MEMBERS SHALL BE WITHOUT "FUNCHOUTS.° STOREFRONT HEADER TO BE BRACED BACK TO LANDLORD STRUCTURE ABOVE W/ IS GA. FRAMING AT MIDDLE AND ENDS. NOTE ALL LIGHTWEIGHT STRUCTURAL FRAMING COMPONENTS AND ACCESSORIES SHALL BE OF THE TYPE, SIZE, AND SPACING SHOWN ON THE DRAWINGS, AND BE MANUFACTURED BY UNIMAST INCORPORATED (OR EQUAL,). UNIMAST 5191 FRAMING PRODUCT IDENTIFICATION NOMENCLATURE: EXAMPLE: 12005162 -54 1200 SIZE © STYLE 162-54 6' TALL. BOX HEADER (2) 600T200 -54 AND (2) 6005162 -54 FASTENED IN/ #12 SCREWS 4' O.G. TOP AND BOTTOM 362TI25 -54 3625162 -54 362TI25 -54 BASEPLATE FASTENED TO CONCRETE WITH (4) HILTI SDF 22P8T FASTENERS. GAUGE HEADER t COLUMN DETAILS SCALE r-r-r REVIEWE5T •O 71 CODE COMPLIANCE APPROVED a 1 AUG 2 7 2307 City Of . 1 B I OI . RECEIVED CITY OF TUK\AIILA AUG 1 4 2007 PERMIT CENTER 1 A6 MOO -- HOLLOW METAL DOORS AND FRAMES DOORS: FLUSH DESIGN DOORS, I -3/4" THICK, SEAMLESS HOLLOW METAL CONSTRUGTION, WITH SMOOTH SURFACES WITHOUT VISIBLE JOINTS OR SEAMS ON EXPOSED SURFACES OR STILE EDGES, EXGEFr AROUND GLAZED INSERTS. FADE SHEETS: 18 GAUGE, COW ROLLED FEE-. INTERNAL REINFORCING: CHANNEL SHAPED SECTIONS OR CONTINUOUS TRU55 FORM LINER CORE REINFORCEMENT WELDED TO BOTH FACE SHEETS. REINFORCE TOPS, SIDES AND BOTTOM5 OF DOORS WITH 1/8° CHANNELS. SOUND DEADENER: NON-COMBUSTIBLE. FRAMES: RILL-WELDED UNIT CONSTRUCTION, WITH CORNERS MITERED, REINFORCED, AND CONTINUOUSLY WELDED FULL D15 1N AND WIDTH OF FRAME. ALL WELDS SHALL GROUND SMOOTH AND FLUSH. KNOCK DOWN TYPE FRAMES ARE ACCEPTABLE. ALL GUT -OUTS SHALL BE PROTECTED WITH METAL DUST COVERS, WELDED TO FRAME, AT BACK OF FINISH HARDWARE CUTOUTS. GAUGE: 16. FLOOR ANCHORS: SECURELY WELDED INSIDE EACH JAMB. ANCHORS SHALL BE PROPERLY PUNCHED FOR ANCHORING TO FLOOR JAMB ANCHORS: PROVIDE MINIMUM OF 4 DOUBLE STUD ANCHORS PER J,At'IB FOR USE WITH STEEL STUD WALLS AND PARTITIONS. ANCHORS SHALL BE STANDARD TYPE USED BY FRAME MANUFACTURER FOR THE PARTICULAR TYPE OF WALL AND PARTITION CONSTRUCTION WHERE FIRE RATED ASSEMBLIES ARE INDICATED, PROVIDE ANCHORS REQUIRED TO MEET UL RATING. MORTISE, REINFORCE, DRILL, AND TAP AS REQUIRED TO ACCOMMODATE ALL MORTISED TEMPLATE HARDWARE. HARDWARE REINFORCEMENT: NOT LESS THAN I /8" THICK AT HINGES AND STRIKE PLATE CLIPS. SPREADE=R BARS: PROVIDE REMOVABLE SPREADER BARS ACROSS BOTTO OF FRAMES, TACK WELDED TO JAMBS. STOPS AND MOLDINGS: FORM FIXED STOPS INTEGRAL WITH FRAMES. PROVIDE REMOVABLE STOPS AROUND GLAZED PANELS; SECURE WITH MACHINE SCRS/5 SPACED UNIFOR ELY NOT MORE THAN 17 D.G. FINISHES: MANUFACTURERS STANDARD RUST INHIBITIVE PRIMER. 08305 - ACCESS DOORS AND PANELS FLUSH PANEL DOORS NOT LESS THAN 14 GAUGE SHEET STEEL WITH CONGEALED SPRING HINGES OR CONTINUOUS PIANO HINGE SET TO OPEN 115 DEGREES, MP I INCH WIDE, 16 GAUGE FRAMES AROUND PERIMETER, EXCEPT FOR NON -RATED UNITS INSTALLED IN DRYWALL. FOR NON -RATED DRYWALL APPLICATIONS, FURNISH FRAMES WITH GALVANIZED METAL DRYWALL BADS WELDED TO PERIMETER OF FRAME. FOR RATED UNITS, PROVIDE MANIFACTURER'S STANDARD INSULATED FLUSH/PANEL DOORS, WITH CONTINUOUS PIANO HINGE AND SELF - CLOSING MECHANISM. LOCKING DEVICE FLUSH SCR IEJRIVER- OPERATED GAM LOCKS. PROVIDE NUMBER OF LOCKS AS REQUIRED TO HOW DOOR IN FLUSH, SMOOTH PLANE WHEN CLOSED. FINISH: MANUFACTURER'S STANDARD FACTORY APPLIED PRIME PAINT ON ALL SURFACES. 08710 - FINISH HARDWARE GENERAL: REFER TO DRAWINGS FOR HARDWARE GROWS. 08800 - GLASS AND .AZNO CLEAR TEMPERED GLASS: ASTM G 1048, CONDITION A (UNCOATED SURFACES), TYPE I (TRANSPARENT GLASS, FLAT), CLASS I (CLEAR), QUALITY 03 (GLAZING SELECT), KIND AND THICKNESS INDICATED BELOW: KIND: FT GULLY TEMPERED). THICKNESSES. AS INDICATED. GLASS EDGES: EDGES NOT CONGEALED BY STOPS OR MOLDINGS SHALL BE GROUND AND POLISHED FLAT, WITH EDGES SLIGHTLY EASED. GLAZING SEALANTS: PROVIDE GLAZING SEALANTS AND PREFORMED GLAZING TAPES SELECTED FOR COMPATIBILITY WITH SURFAC CONTACTED IN THE INSTALLATION. SETTING BLOCKS: SILICONE OR EPDM, 10-40 DUROMETER HARDNESS, WITH PROVE'( COMPATIBILITY WITH GLAZING SEALANTS USED. SPACERS: SILICONE OR EPDM, 40-50 DUROMETER HARDNESS, WITH PROVEN COMPATIBILITY WITH GLAZING SEALANTS USED. FRAMING SYSTEM FOR I/2' GLASS: FABRICATE FROM 16 GAUGE 302/304 STAINLESS STEEL TO PROFILE INDICATED, WITH NO. E MIRROR FINISH. SIZE SHALL BE 3-5/8' HIGH X 1-314° WIDE FORM FRAMES IN MAXIMUM LENGTHS AND KEEP JOINTS TO A MINIMUM. WHENEVER POSSIBLE, COMPLETE FABRICATION, ASSEMBLY, AND OTHER WORK BEFORE SHIPMENT TO PROJECT SITE. DISASSEMBLE COMPONENTS ONLY AS NECESSARY FOR SHIPMENT AND INSTALLATION. 09250 - GYPSUM DRYWALL SYSTEMS GYPSUM BOARD: PROVIDE GYPSUM BOARD OF TYPES INDICATED IN MAXIMUM LENGTHS AVAILABLE TO MINIMIZE END- TO-END JOINTS. COMPLY WITH ASTM G 36. THICKNESS: 5/8 ", UNLESS INDICATED OTHERWISE. EDGES SHALL BE TAPERED. GYPSUM BOARD USED IN GON.UNGTION 111Th FIRE RATED WALLS AND PARTITIONS SHALL BE TYPE "X ". PROVIDE 5/8" THICK WATER RESISTANT GYPSUM COMPLYING 111Th ASTM C 630 AT LOCATIONS INDICATED. STUDS AND RUNNERS: SCREW TYPE, ROLL FORMED, CHANNEL SHAPED SECTIONS, ASTM G 645, 111Th FLANGE EDGES OF STUDS BENT BACK q0 DEGREES AND DOUBLED OVER TO FORM 3/16° MINIMUM LIP (RETURN), 20 GAUGE GALVANIZED STEEL 111Th CUTOUTS FOR UTILITY RUNS. INCLUDE 25 GAUGE TOP AND BOTTOM RUNNERS AND ALL ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION AS RECOMMENDED BY THE MANUFACTURER ALL ACCESSORIES SHALL HAVE A GALVANIZED COATING. TOP RUNNER TRACK FOR PARTITIONS EXTENDING TO STRUCTURE ABOVE SHALL BE DEEP LEG TYPE. FURRING CHANNELS: i/8° DEEP, 25 GAUGE ROLL FORMED GALVANIZED HAT SHAPED SECTIONS. CARRYING CHANNELS (MAIN RUNNERS): GOLD ROLLED, I-I/2° STEEL CHANNELS NEIGHING 415 LB5. PER M LIN.FT., AND COATED WITH RUST INHIBITIVE PAINT FINISH. GOLD ROLLED FURRING CHANNELS: 3/4' STEEL CHANNELS WEIGHING 300 LBS. PER LIN.FT.AND COATED 11T14 RUST INHIBITIVE PRIMER. DIRECT HUNG SUSPENSION SYSTELIS. ASTM 6645 - DIRECT HUNG GRID SUSPENSION SYSTEM CONSISTING OF MAIN BEAMS AND CROWING MEMBERS THAT MECHANICALLY INTERLOCK TO FORM A MODULAR SUPPORTING NE=TWORK. FASTENERS: SELF- DRILLING, SELF- TAPPING SCREWS COMPLYING WITH ASTM GI002. HANGER WIRES: 4 GAUGE GALVANIZED ANNEALED WIRE. TIE WIRES: 16 GAUGE GALVANIZED ANNEALED WIRE FURRING CHANNEL CLIPS: HEAVY GAUGE GALVANIZED WIRE CLIPS BY THE MANUFACTURER OF THE FURRING CHANNELS USED. METAL TRIM AND REINFORCEMENT: CORNER BEADS: UNITED STATES GYPSUM CO. "DUR- A- BEAD°, OR OTHER APPROVED. CASING BEADS: UNITED STATES GYPSUM GO. 'NO. 200A", OR OTHER APPROVED. REVEAL TRIM: EXTRUDED ALUMINUM TRIM OF SIZES AND SHAPES INDICATED. INSULATION: SEMI -RIGID MINERAL FIBER WITHOUT MEMBRANE, UNLESS OTHERWISE INDICATED; UNITED STATES GYPSUM CO. 11-ERMAFIBER SOUND ATTENUATION BLANKETS ", FRICTION FIT (SELF- 5UI:FORTING). JOINT TREATMENT: UNITED STATES GYPSUM CO. 'PEIRF -A- TAPE" JOINT SYSTEM OR OTHER APPROVED. JOINT COMPOUND: READY -MIXED VINYL TYPE FOR INTERIOR WORK. ACOUSTICAL SEALANT (FOR USE WITH SOUND RATED WALLS AND PARTITIONS): PROVIDE NON - DRYING, NON - SHRINKING SEALANT RECOMMENDED BY THE DRYWALL MANUFACTURER. PROVIDE SEALANT WHICH 15 PAINTABLE WHERE EXPOSED TO VIEW. 09300 - CERAMIC TLE TILE REFER ER TO "FINISH LEGEND" FOR TYPE, SIZE, COLOR AND MANUFACTURER GROUT: PROPRIETARY PRE - BLENDED COMPOUND COMPOSED OF PORTLAND CEMENT AND ADDITIVES FOR FLOOR FILE, AND DRY SET GROUT JNLSANDED) FOR WALL TILE. COLOR AS SELECTED BY THE ARCHITECT FROM MANUFACTURER'S STANDARD COLORS. SETTING BEDS: THIN SET PORTLAND CEMENT MORTAR WITH LATEX ADDITIVE, ANSI AII8.4, FOR APPLICATION OF TILE TO CEMENTITIOUS SUBSTRATES. WATER RESISTANT ORGANIC ADHESIVE, ANSI AI36.I, FOR APPLICATION OF TILE TO GYPSUM DIRYWALL. SEALANT: MILDE1- RESISTANT SILICONE SEALANT COMPLYING WITH THE REQUIREMENTS OF A5TM Gg20, TYPE 5, GRADE N5, CLASS 25. USE ONE OF THE FOLLOWING: DOW CORNING 186 - MILDEW RESISTANT SILICONE SEALANT ". GENERA)- ELECTRIC "SC5 1100 SANITARY SILICONE SEALANT'. 09511- ACOUSTICAL LAY-IN CELNGS ACOUSTICAL PANELS: REFER TO 'FINISH LEGEND° FOR TYPE, SIZE, PATTERN AND MANUFACTURER SUSPENSION SYSTEM: REFER TO 'FINISH LEGEND' FOR TYPE AND MANUFACTURER SYSTEM SHALL COMPLY WITH UBG 41 -IS METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANEL CEILINGS, Ig88; MD ASTM E 580 -III STANDARD PRACTICE FOR APPLICATION OF CEILING SUSPENSION SYSTEM FOR ACOUSTICAL TILE AND LAY -IN PANELS IN AREAS REQUIRING SEISMIC RESTRAINT, IqS 1. (OMIT UBG 47 -I8 WHEN SEISMIC DETAIL 15 NOT REQUIRED) CLASSIFICATION: ASTM C 635, INTERMEDIATE DUTY. FINISH: PAINTED WHITE TO MATCH CEILING PANELS. EDGE MOLDINGS: METAL OF TYPE AND PROFILE INDICATED, WITH FINISH MATCHING GRID SYSTEM, AND HEMMED E7GE55. PROVIDE WITH MATCHING INSIDE AND OUTSIDE CORNER TRIM. HANGER WIRES: MINIMUM 12 GAUGE, GALVANIZED, SOFT ANNEALED, MILD STEEL WIRE. ACCESSORIES: PROVIDE SPLICES, HOLD DOWN GLIPSND OTHER ACCESSORIES REQUIRED AND DESIGNED) FOR SUSPENDED SYSTEM USED. 0e551 - caAENrtrcus uNoERLnYMENr DESCRIPTION OF SYSTEM: I. REPAIR AND LEVEL LARGE AREA OR ENTIRE EXISTING FLOORS TO WITHIN ACCEPTABLE TOLERANCES (IF REQUIRED). ADVISE OWNER AND ARCHITECT IF CONDITIONS WARRANT EXTENSIVE LEVELING. 2. LEVEL AREA UNDER ROLLING SHELVING TO MANUFACTURER'S TOLERANCES. COORDINATE 111Th ROLLING SHELVING OVER CONCRETE: I. NON - ASPHALTIC, RESISTANT TO INDENTATION; TIGHTLY ADHERING, NON - INJURIOUS TO ADHESIVES. INSTALLATION: MIX AND APPLY IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. I. BRING TO PERFECTLY TRUE, LEVEL, AND SMOOTH SURFACES. 2. NO HUMPS OR DEPRESSIONS. 3. ACCEPTABLE TOLERANCES: ( +1) 1/4" OVER ENTIRE LENGTH AND WIDTH OF ROOM WITH ( +/) I /S' IN ANY 20-0' SPAN. 4. ALLOW TO CURE IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUGTIONS. MOO - BEMENT F LOOF8N0 RESILIENT TILE: REFER TO 'FINISH LEGEND' FOR TYPE, PATTERN, COLOR AND MANUFACTURER ADHESIVE: AS RECOMMENDED BY TILE MANUFACTURER FOR USE WITH 1415 PRODUCT AND SUBSTRATE TO WHICH IT 15 APPLIED. EDGE STRIPS: I/8" THICK VINYL WITH TAPERED OR EEIULLHOSE EDGE. PROVIDE WHERE TILE EDGES ARE EXPOSED IN THE FINISHED WORK LEVE -LNG AND PATCHING COMPOUNDS: LATEX TYPE AS RECOMMENDED BY FLOORING MANUFACTURER- 09875 - SNIT BASE BASE: VINYL BASE, 0.125' GAUGE BY HEIGHT AS SCHEDULED. STYLE SHALL BE COVED. COLORS: AS SCHEDULED. ADHESIVE: AS RECOMMENDED BY THE RESILIENT BASE MANUFACTURER. 09880 - CAF9'ETING CARPETING: CARPETING SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. REDUCER STRIPS: CARPET TO VCT: #64,TILE AND CARPET JOINER BY FLEXGO OR OTHER APPROVED. COLOR SHALL BE BLACK. MISCELLANEOUS MATERIALS: PROVIDE THE TYPE OF ACCESSORY ITEMS RECOMMENDED FOR THE GONDITIONS OF INSTALLATION AND USE, WITHOUT FAILURE DURING 11-E LIFE OF THE CARPET. 09900 - PAINTING G AND MEMO COLORS: AS SCHEDULED. COLORS SHALL NOT BE LIMITED TO MANIJFACTURE3R'S STANDARD COLORS. ALL PAINTS, VARNISHES, STAINS, PASTE FILLERS, THINNERS, COLORS AND SIMILAR MATERIALS SHALL BE DELIVERED IN ORIGINAL CONTAINERS WITH SEALS UNBROKEN AND LAPELS INTACT. PAINTS, ENAMELS AND STAINS: PROVIDE THE BEST QUALITY PRODUCTS OF FOLLOWING MANUFACTURERS: DEVOE, BENJAMIN MOORE, GLIDDEN, PORTER, PRATT AND LAMBERT Nu, SHERWIN- WILLIAMS ALL MATERIALS SUCH AS THINNERS, DRYERS, ETC., SHALL BE OF SAME BRAND AS THAT OF PAINTING MATERIALS OR OF BRAND RECOMMENDED BY THE MANUFACTURER OF THE BRAND OF PAINTING MATERIALS USED. ALL MATERIALS SHALL BE USED AS DELIVERED, FROM THE CANS, WITHOUT THINNING OR ADULTERATION, WHEFEVER POSSIBLE TO DO 50. ALL PRIMERS AND UNDERCOATS OF PAINT SHALL BE TINTED SLIGHTLY LIGHTER THAN SHADE OF FINISH COAT. INTERIOR PAINTING: EXISTING PAINTED METAL SURFACES: TWO (2) COATS PAL "PRO-HIDE PLUS OIL BASE SATIN'. SPOT PRIME DAMAGED AREAS OF EXISTING FERROUS METAL SURFACES WITH P$L 'INTERIOR TRIM PRIMER'. WOOD (PAINTED): ONE (I) P$L INTERIOR TRIM PRIMER AND 1140 (2) GOATS P$L 'PRO -HIDE PLUS LATEX SATIN'. SATIN FINISH ON ALL WALL SURFACES: ONE (I) COAT PAL "PRO-HIDE PLUS PVA PRIMER/SEALER,' AND TWO (2) COATS P$L WO-HIDE PLUS LATEX SATIN.' EXISTING PAINTED WALLS AND CEILINGS: SPOT PRIME REPAIRED AREAS, AND APPLY FINISH SYSTEMS OF THE TYPES MD N)MI3ER OF GOATS SPECIFIED FOR DRYWALL SURFACE. NATURAL FINISHED WOOD: ONE 0) COAT P$L "SANDING SEALER', MD (2) GOATS P$L "38 CLEAR FINISH SATIN'. SAND LIGHTCLY BETWEEN COATS. 10430- SIGNS STOREFRONT SIGN(5) SHALL BE FURNISHED AND INSTALLED BY OWNER UNDER SEPARATE CONTRACT, ELECTRICAL GONNEGTION(5) SHALL BE MADE BY FI FGTRCAL CONTRACTOR AFTER SIGN 15 INSTALLED GENERAL CONTRACTOR TO ARRANGE FOR SIGN INSTALLATION rE SCHEDULING. (SEE ALSO NOTES ON DRAWINGS) - F$IE EXTNOI FIRE EXTINGUISHERS: MULTI - PURPOSE DRY CHEMICAL TYPE, UL RATED 4A:4013:C,10 LB. NOMINAL CAPACITY, IN ENAMELED STEEL CONTAINER, FOR GLASS A, B, AND C FIRES. WAIL MOUNTING BRACKETS: FIRE EXTINGUISHER MANUFACTURERS STANDARD. '10900 - MRS BY OWNER, I►18TALLED BY QC. ITEMS LISTED UNDER THE COLUMN "ITEMS FURNISHED BY TENANT" ON THE COVER SHEET OF THESE DRAWINGS, AND ANY OTHER ITEMS SO NOTED THROUGHOUT THE VARIOUS DETAILS AND NOTES IN THESE DRAWINGS, SHALL BE FURNISHED BY TENANT (OWMMER/ AND INSTALLED BY THE TENANT GENERAL CONTRACTOR (T.G.G.). THE T.G.G. SHALL RECEIVE SAME WHEN SHIPPED BY TENANT, PROTECTING ALL SUCH ITEMS IN ACCORDANCE WITH REQUIREMENTS OF SECTION ?? OF THIESE SPECIFICATIONS, AND PLACE AT THE PROPER POSITION IN THE WORK AT THE PROPER TIME. SURFACES TO RECEIVE ITEMS FURNISHED BY THE TENANT AND INSTALLED BY THE CONTRACTOR SHALL BE PREPARED SUCH THAT THEY WILL ACCEPT THE ITEMS TO BE INSTALLED IN THE SAME MANNER AS IF THEY WERE TO RECEIVE ITEMS FURNISHED BY T.G.G.. ONCE DELIVERED TO THE JOBSITE AND ACCEPTED BY THE CONTRACTOR ALL ITEMS FURNISHED BY THE TENANT FOR INSTALLATION BY THE CONTRACTOR SHALL BE COVERED BY CONTRACTOR'S INSURANCE TINE SAME AS MATERIALS FURNISHED) BY THE CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO MATERIALS FURNISHED BY THE TENANT FOR CONTRACTOR INSTALLATION AFTER CONTACTOR ACCEPTS DELIVERY OF SAME, AND CONTRACTOR SHALL PROVIDE ANY NECESSARY REPAIRS AND FINISH TOUGH -UPS AS REQUIRE) TO LEAVE THE INSTALLED MATERIALS IN NEW AND FIRST CLASS CONDITION. CONTRACTOR SHALL INSPECT ALL MATERIALS RECEIVED FROM THE TENANT UPON RECEIPT. ANY MATERIALS RECEIVED IN DAMAGED OR UNACCEPTABLE CONDITION SHALL BE REPORTED TO THE TENANT REPORTED WITHIN THREE (3) DAYS AFTER RECEIPT SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR AS PERTAINS TO NECESSARY REPAIRS. SOLE IMMEDIATELY. DAMAGED ITEMS NOT PART 3 - EXECII! 1IMI I4STAL ATION COMPLY 111Th EACH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDA- TIONS FOR THE INSTALLATION OF THE VARIOUS WORK UNDER THIS SECTION. SET ALL WORK PLUMB, LEVEL, TRUE TO LINE, AND IN CORRECT RELATIONSHIP TO ADJACENT WORK. SECURELY ANCHOR ALL WORK IN PLACE. ENSURE THAT OPERATING PARTS WORK FREELY AND FIT NEATLY. ADJUST HARDWARE AND CATCHES AS REQUIRED. REPAIR OR REPLACE DAMAGED MATERIALS, AS ACCEPTABLE TO THE OWNER; COORDINATE AND COOPERATE WITH OTHER TRADES FOR PROPER LOCATION OF ROUGHING -IN SERVICES AND SERVICE CONNECTIONS REQUIRED FOR EQUIPMENT AND FIXTURES. SUBFLOORS: PRIOR TO START OF LAYING THE FINISH FLOORING, BROOM GLEAN AND VACUUM ALL SURFACES TO BE COVERED AND INSPECT THE SUBFLOOR FINISHING FLOORING CONTRACTOR FOR EACH FLOOR MATERIAL SHALL INSPECT AND GIVE ACCEPTANCE/APPROVAL NOTIFICA- TION OF SUBFLOOR PRIOR TO INSTALLATION OF FINISH FLOOR MATERIAL. USE LATEX TYPE LEVELING COMPOUND FOR FILLING CRACKS, DEPRESSIONS AND SURFACE IRREGULARITIES IN SUBFLOORS TO RECEIVE RESILIENT FLOORING, SHEET FLOORING, AND CARPETING. REMOVE COATINGS AND ADHESIVES FROM EUBFLOORS THAT WOULD PREVENT ADHESIVE BOND, OR TELEGRAPH THROUGH THE NBA FINISHED FLOOR SYSTEMS. REPAIR DAMAGED AREAS IN NEW AND EXISTING DRYWALL SURFACES PRIOR TO APPLICATION OF FINISHES. APPLY TEXTURE ON REPAIRED AREAS AS REQUIRED TO MATCH EXISTING ADJACENT SURFACES. PLASTIC LAMNATIB ALL FINISH MATERIALS SHALL BE BROUGHT INTO INSTALLATION AREA AND ALLOWED TO PRECONDITION FOR 48 HOURS OR MORE HIGH PRESSURE PLASTIC LAMINATE TO BE TRIMMED WITH ROUTER EQUIPPED WITH EDGE TRIMMER. PALLWORC /CASEINOFK: GENERAL: COMPLY WITH THE "PREMIUM GRADE" REQUIREMENTS OF MI 1700 - 'INSTALLATION OF ARCHITECTURAL WOODWORK INTERIOR' AS A MINIMUM LEVEL OF QUALITY FOR THE INSTALLATION OF MILLWORK AND CASEWORK. CONDITION FINISH CARPENTRY AND MILLWORK TO AVERAGE PREVAILING HUMIDITY CONDITIONS IN INSTALLATION AREAS PRIOR TO INSTALLING. INSTALL THE WORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SCRIBE AND CUT WORK TO FIT ADJOINING WORK, AND REFINISH CUT SURFACES OR REPAIR DAMAGE TO FINISH AT CUTS. HARDWOOD SLATS (AT LID): INSTALL WITH MINIMUM NUMBER OF JOINTS PRACTICAL, USING FULL- LENGTH PIECES FROM MAXIMUM LENGTHS OF WOOD AVAILABLE. STAGGER JOINTS IN ADJACENT ROWS. USE SCARF JOINTS ( MITERED) FOR END- TO-END JOINTS. DRILL PILOT HOLES IN HARDWOOD PRIOR TO NAILING TO PREVENT SPLITTING. FASTEN TO PREVENT MOVEMENT OR WARPING. SINK NAIL HEADS ON EXPOSED WORK AND FILL HOLES. REPAIR DAMAGED AND DEFECTIVE ITEMS TO ELIMINATE DEFECTS FUNCTIONALLY AND VISUALLY; WHERE NOT POSSIBLE TO REPAIR PROPERLY, REPLACE ITEMS. AD JOINERY FOR UNIFORM APPEARANCE. CLEAN FINISH MILLWORK ON EXPOSED SURFACES. SLAT WALL: INSTALL HALL SYSTEM IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. HOLLOW (METAL DOORS AND FRAMES PLACING' FRAMES: SET FRAME ACCURATELY IN POSITION, PLUMBED, ALIGNED, AND BRACED SECURELY UNTIL PERMANENT ANCHORS ARE SET. AFTER WALL CONSTRUCTION 15 COMPLETE, REMOVE TEMPORARY BRACES AND SPREADERS LEAVING SURFACES SMOOTH AND UNDAMAGED. FI18H HAFDWAFE INSTALL EACH HARDWARE ITEM IN STRICT COMPLIANCE WITH THE MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. 111.1REVER GUTTING AND FITTING 15 REQUIRED TO INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR FINISHED IN ANY OTHER WAY, INSTALL EACH ITEM COMPLETELY AND THEN REMOVE AND STORE IN A SECURE PLAGE DURING THE FINISH APPLICATION. AFTER COMPLETION OF THE FINISHES, RE- INSTALL EACH ITEM. DO NOT INSTALL SURFACE MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON THE SUBSTRATE. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ALL MORTISES SHALL BE SMOOTH AND TIGHT. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR, PRIOR TO ACCEPTANCE OR OCCUPANCY OF AREA, TO INSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. LUBRICATE MOVING PARTS WITH TYPE LUBRICATION RECOMMENDED BY THE HARDWARE MANUFACTURERS (GRAPHITE -TYPE IF ANOTHER NOT RECOMMENDED). G1 988 AND CLAZINCP GENERAL: COMPLY WITH COMBINED RECOMMENDATIONS AND TECHNICAL REPORTS BY MANUFACTURERS OF GLASS AND GLAZING PRODUCTS AS USED IN EACH GLAZING APPLICATION, AND WITH RECOMMENDATIONS OF FLAT GLASS MARKETING ASSOCIATION 'GLAZING MANUAL'. SET 6LA55 PLUMB, LEVEL, TRUE TO LINE AND IN CORRECT RELATIONSHIP TO ADJACENT WORK UNIFY APPEARANCE OF EACH SERIES OF GLASS LITES BY SETTING EACH PIECE TO MATCH OTHERS AS NEARLY AS POSSIBLE. INSTALL SETTING BLOCKS OF PROPER SIZE N GLAZING RABBETS, LOCATED I /4TH OF GLASS WIDTH FROM EACH CORNER REMOVE AND REPLACE 6LA55 PHIGH 15 BROKEN, CHIPPED, CRACKED, ABRADED OR DAMAGED IN OTHER WAYS DURING CONSTRUCTION PERIOD. WASH AND POLISH GLASS UPON COMPLETION OF INSTALLATION. DRYWALL WOFIG GENERAL: THE INSTALLATION REQUIRED FOR THE VARIOUS DRYWALL SYSTEMS SHALL BE IN ACCORDANCE 111Th U56 'SYSTEMS FOLDER 5A/4123- Iggo', ASTM C154 FOR METAL SUPPORT INSTALLATION, AND ASTM C 840 FOR GYPSUM BOARD APPLICATION AND FINISHING. PARTITION FRAMING: ERECT FRAMING PLUMB AND TRUE WITHIN I /8' IN I2' -0'. ALL PARTITIONS SHALL BE ALIGNED ACCURATELY ACCORDING TO PARTITION LAYOUT. FLOOR AND CEILING RUNNERS SHALL BE ATTACHED 16' D.G. STUDS SHALL BE POSITIONED VERTICALLY IN THE RUNNERS, SPACED NO GREATER THAN 16" O.G. OR AS OTHERWISE NOTED. ANCHOR ALL STUDS LOCATED ADJACENT TO DOOR FRAMES, PARTITION INTERSECTIONS AND CORNERS TO RUNNER FLANGES WITH SCREWS OR OTHER POSITIVE ENGAGEMENT THROUGH EACH STUD FLANGE AND RUNNER FLANGE. USE FULL LENGTH STUDS BETYEEN FLOOR AND CEILING RUNNERS, SPLICING OF STUDS SHALL NOT BE PERMITTED. ISOLATE STUD SYSTEM FROM TRANSFER OF STRUCTURAL LOADING TO SYSTEM BY USE OF DEEP LEG TOP RUNNERS. ALL DOOR OPENINGS SHALL BE DOUBLE STUDDED TO COMPLY WITH 'GYPSUM CONSTRUCTION HANDBOOK' PUBLISHED BY U55. DOUBLE STUDS SHALL BE SECURELY ANCHORED TO 1IE JAMB AND HEAD ANCHOR CLIPS OF EACH DOOR FRAME BY SCREW ATTACHMENT. INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING FOR SUPPORT AND ATTACHMENT OF WALL MOUNTED CABINETS, FIMURES, EQUIPMENT, AND SIMILAR WORK. COORDINATE THE LOCATION OF FRAMING, BLOCKING AND BRACING IN WALL AND PARTITIONS FOR WALL MOUNTED EQUIPMENT AND FURNITURE FURNISHED BY TENANT. GYPSUM BOARD APPLICATION AND FINISHING: COMPLY WITH U56 SYSTEMS FOLDER SA/g23" AND ASTM 0840. INSTALL EXPOSED GYPSUM BOARD WITH FADE SIDE OUT. DO NOT INSTALL IMPERFECT, DAMAGED OR DAMP BOARDS. LOCATE EITHER EDGE OR END JOINTS ON 9.1PPORTS. POSITION BOARDS 50 THAT LIKE EDGES ABUT, TAPERE=D EDGES AGAINST TAPERED EDGES AND MILL-GUT OR FIELD CUT ENDS AGAINST MILL-GUT OR FIELD GUT ENDS. DO NOT PLAGE TAPERED EDGES AGAINST GUT EDGES OR ENDS. STAGGER VERTICAL JOINTS OVER DIFFERENT STUDS ON OPPOSITE SIDES OF PARTITIONS. SCREW ATTACH GYPSUM BOARD TO SUPPORT1N6 MEMBERS. SPADE FASTENERS IN GYPSUM BOARDS IN ACCORDANCE WITH REFERENCED STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. FINISHING: ALL JOINTS TO BE TAPED AND SPACKLED ALL FASTENERS AND METAL TRIM SHALL BE SPACKLED APPLY JOINT COMPOUND IN 3 COATS (NOT INCLUDING FRFFILL OF OPENINGS IN BASE), AND SAND B ETPEEN LAST TWO GOATS AND AFTER LAST COAT. CASING BEADS: PROVIDED ON ALL EXPOSED EDGES OF DRYWALL, AND WHERE DRYWALL MEETS DISSIMILAR MATERIAL. CORNER BEADS: PROVIDED AT ALL EXPOSED CORNERS. SOUND INSULATION: FILL ALL VOIDS IN PARTITIONS AND WALLS INDICATED USING BATT OR BLANKETS IN AS LONG OF LENGTHS AS POSSIBLE. ALL INSULATION SHALL BE SECURELY HELD IN PLACE BY FRICTION, OR BY TYING TO PREVENT SAGGING AND EVENTUAL GAPS. GUT MD PACK INSULATION CAREFULLY AROUND ALL OBSTRUCTIONS TO PROVIDE COMPLETE AND CONTINUOUS SEAL. ACOUSTICAL CEILINGS GENERAL: INSTALL MATERIALS IN ACCORDANCE 111TH MANUFACTURER'S PRINTED INSTRUCTIONS, AND TO COMPLY WITH GOVERNING REGULATIONS, INDUSTRY STANDARDS APPLICABLE TO THE WORK AND TO RESIST SEISMIC LOADING AS SET FORTH BY LOCAL BUILDING CODES. PROVIDE REINFORCING OR SUPPORTS REQUIRED TO MAKE THE CEILING GRID SYSTEM SUFFICIENTLY STRONG TO 5UPPORT ANY ADDITIONAL LOADS IMPOSED BY MECHANICAL AND Fl F(TRICAL ITEMS INSTALLED IN THE CEILING. WHERE CEILINGS CANNOT BE SUSPENDED FROM STRUCTURE DUE TO MECHANICAL DUCTS, ETC). FURNISH AND INSTALL ALL NECESSARY SUPPORTS AND TRAPEZE SUPPORTS. DO NOT SUPPORT FROM METAL ROOF DECK. SUSPENSION SYSTEMS SHALL BE SUPPORTED FROM THE EXISTING STRUCTURE IN SOLID AND PERMANENT MANNER FULLY CAPABLE OF CARRYING ALL IMPOSED LOADS. DEFLECTION SHALL NOT BE IN EXCESS OF 1/360 OF THE SPAN OF ANY MEMBER HANGERS SHALL BE LOCATED NOT LESS THAN 6' FROM EACH END AND AT 4' -0" O.G. ALONG MAIN TEES AND AT CORNERS OF LIGHT FIXTURES. A HANGER SHALL AL50 BE INSTALLED AT END OF INTERRUPTED TEES. ALL SPLICES SHALL BE STAGGERED IN SUCH A MANNER THAT IN NO CASE WILL A SPLICE OCCUR DIRECTLY ADJACENT TO ANOTHER. DO NOT KINK OR BEND SUSPENSION SYSTEM HANGERS AS A MEANS OF LEVELING. ALL MEMBERS SHALL BE LEVEL TO A TOLERANCE OF NOT MORE THAN I /8' IN 12 FT. MOLDINGS SHALL BE INSTALLED WHERE CEILINGS MEET WALLS, PARTITIONS OR VERTICAL SURFACE. ALL CORNERS: MITERED. INSTALL ACOUSTICAL PANELS IN COORDINATION WITH SUSPENSION SYSTEM, AND WITH EDGES CONCEALED BY SUPPORT OF SUSPENSION MEMBERS. SCRIBE AND GUT PANELS TO FIT ACCURATELY AT BORDERS AND AT PENETRATIONS. PROVIDE ALL CUT OUTS AND PERFORM ALL FITTING REQUIRED FOR INSTALLATION OF ITEMS WHICH PIERCE THE PLANE OF THE CEILING. CLEAN EXPOSED SURFACES OF ACOUSTICAL CEILINGS, INGLdUDING TRIM, EDGE MOLDINGS, AND SUSPENSION ME1B13R COMPLY WITH MANUFACTURER'S INSTRUCTIONS FOR GLEANING AND TOUGH -UP OF MINOR FINISH DAMAGE. REMOVE AND REPLACE WORK WHICH CANNOT BE SUCCESSFULLY CLEANED AND REPAIRED TO PERMANENTLY ELIMINATE EVIDENCE OF DAMAGE. FLOORING AND BASE MATCH TILE FOR COLOR AND PATTERN BY USING TILE FROM CARTONS IN THE SAME SEQUENCE AS MANUFACTURED AND PACKAGED. CUT TILE NEATLY TO AND AROUND ALL FIXTURES. BROKEN, CRACKED, CHIPPED OR DEFORMED TILE ARE NOT ACCEPTABLE. TIGHTLY ADHERE TILE TO SUBFLOOR WITHOUT OPEN CRACKS, VOIDS, RAISING AND PUCKERING AT JOINTS, 'TELEGRAPHING OF ADHESIVE SPREADER MARKS THROUGH TILE, OR OTHER SURFACE IMPERFECTIONS. LAY TILE IN GRID PATTERN WITH GRAIN IN ALL TILE RUNNING IN THE SAME DIRECTION. CONSULT WITH OWNER'S REPRESENTATIVE TO DETERMINE DIRECTION PRIOR TO BEGINNING INSTALLATION. AVOID USE OF CUT WIDTHS LE55 THAN 1/2 TILE AT ROOM PERIMETER. PLACE RESILIENT EDGE STRIPS TIGHU.Y BUTTED TO TILE AND SECURE WITH ADHESIVE. PROVIDE EDGING STRIPS AT ALL UNPROTECTED EDGES OF TILE. BASE: INSTALL IN AS LONG LENGTHS AS PRACTICABLE. TIGHTLY BOND BASE TO BACKING THROUGHOUT THE LENGTH OF EACH PIECE 11T14 CONTINUOUS CONTACT AT HORIZONTAL AND VERTICAL SURFACES. REMOVE ANY EXCESS ADHESIVE OR OTHER SURFACE BLEMISHES FROM TILE AND BASE, USING NEUTRAL TYPE CLEANERS AS RECOMMENDED BY THE MANUFACTURER PROTECT INSTALLED WORK FROM DAMAGE UNTIL FINAL ACCEPTANCE BY THE OWNER/TENANT. CAFFETNC APPIJCATIONN FIT SECTIONS OF CARPET INTO EACH SPACE PRIOR TO APPLICATION OF ADHESIVE. APPLY ADHESIVE UNIFORMLY TO SUBSTRATE IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. BUTT CARPET EDGES TIGHTLY TOGETHER TO FORM SEAMS WITHOUT GAPS. ROLL LIGHTLY TO ELIMINATE AIR POCKETS AND ENSURE UNIFORM BOND. REMOVE ADHESIVE PROMPTLY FROM FACE OF CARPET. ALL FOOT AND CART TRAFFIC SHALL BE OFF LIMITS FOR A TEN (10) HOUR PERIOD. REMOVE DEBRIS, SORTING PIECE) TO BE SAVED FROM SCRAPS TO BE DISPOSED OF. VACUUM CARPET USING COMMERCIAL MACHINE WITH FACE - BEATER ELEMENT. REMOVE SPOTS AND STAINS, AND REPLACE CARPET WHERE SPOTS AND STAINS CANNOT BE REMOVED. PAINTING AND FNSHN PFECAUTION S AGAIN FEE + PERSONAL UAW: PAINTER AND PERSONS PERFORMING WORK UNDER THI5 SPECIFICATION SHALL EXERCISE EVERY PRECAUTION AGAINST FIRE AND AGAINST POSSIBLE INJURY FROM FUMES AND VOLATILE ORGANIC COMPOUNDS AND /OR DAMAGE RESULTING THEREFROM. FAINT, STAIN, OIL RA65, GANS, BRUSHES, ROLLERS, ETC., SHALL BE DISPOSED OF IN COVERED METAL RECEPTACLES IMMEDIATELY AFTER USE AND REMOVED FROM JOB SITE AT CLOSE OF EACH WORKING DAY. STORAGB FINISHING MATERIALS AND EQUIPMENT SHALL BE STORED IN A SINGLE PLACE DESIGNATED BY THE CONTRACTOR. STORAGE AREA MUST BE KEPT CLEAN, NEAT AND FREE FROM FIRE HAZARDS AND ALL HARMFUL VAPORS DUE TO IMPROPERLY STORED MATERIALS, TOOLS, RAGS, ETC. DAMAGE CAUSED BY PAINTER TO SURFACES WITHIN STORAGE AREA SHALL BE MADE GOOD AT PAINTERS EXPENSE COMMON OF SUFFACE9 REMOVE ALL LOOSE DIRT, OIL, GREASE, RUST, DUST, PAINT AND OTHER FOREIGN MATERIAL BEFORE BEGINNING PAINTING AND FINISHING. REMOVE HARDWARE, HARDWARE ACCESSORIES, MACHINED SURFACES, PLATES, LIGHTING FIXTURES, AND SIMILAR ITEMS IN PLACE AND NOT TO BE PAINTED, OR PROVIDE SURFACE PROTECTION PRIOR TO SURFACE PREPARATION AND PAINTING OPERATIONS. FOLLOWING COMPLETION OF PAINTING OF EACH SPACE OR AREA, REINSTALL REMOVED ITEMS. REPAIR DEFECTS TO NEW AND EXISTING SURFACES TO AVOID FINISH FAILURES OR THE RECURRENCES OF PREVIOUS FAILURES. GUT our SCRATCHES, CRACKS AND ABRASIONS IN NEW AND EXISTING SURFACES, FILL 111Th APPROVED MATERIAL, BRING FLUSH WITH ADJOINING SURFACE AND FINISH TO MATCH ADJACENT SURFACE TEXTURE. PATCHED AREAS SHALL NOT BE VISIBLE IN THE FINISHED WORK SEAL BEFORE APPLICATION OF PRIME COAT. EXISTING PAINTED SURFACES: REMOVE ALL LOOSE AND SCALING PAINT. MAKE CERTAIN THAT ALL PAINT REMAINING IS ADHERED WELL TO THE SURFACE RBIOVE ALL GREASE, OIL, AND OTHER SURFACE CONTAMINATES WHICH WOULD AFFECT ADHESION OF THE NEW PAINT FINISH. SAND SURFACES FOR PROPER PAINT ADHESION, AND TO REMOVE GLOSSY AREAS IN THE EXISTING PAINT FINISH. SAND ROUGH EDGES OF BARE AREAS TO FEATHER EDGE AT ADJACENT SOUND PAINT. FAINTING AND FINISHING OF PATCHED OR DAMAGED SURFACES OCCURRING OUTSIDE THE CONTRACT LIMIT AREA, SHALL BE CONTAINED TO THE NEAREST CHANGE IN PLANE OR INTERRUPTION OF SURFACE. IMATERIALS PREPARATION MIX AND PREPARE PAINTING MATERIALS IN ACCORDANCE 111Th MANUFACTURER'S DIRECTIONS. STIR MATERIALS BEFORE AND DURING APPLICATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY. DO NOT STIR SURFACE FILM INTO MATERIAL. APPLICATION APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. APPLY ADDITIONAL COATS WHEN UNDERCOATS, STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF PAINT, UNTIL PAINT FILM 15 A UNIFORM FINISH, COLOR AND APPEARANCE. PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE SAME AS SIMILAR EXPOSED SURFACE SAND LIGHTLY BETPEEN EACH SUGG ®INS ENAMEL GOAT. ALLOW SUFFICIENT TIME BETWEEN SUCCESSIVE COATINGS TO PERMIT PROPER DRYING. REGOAT PRIMED AND SEALED SURFACES WHERE THERE 15 EVIDENCE OF SUCTION SPOTS OR UNSEALED AREAS IN FIRST GOAT, TO ASSURE A FINISH GOAT WITH NO BJRN-TFRAISH OR OTHER SURFACE DEFECTS DUE TO INSUFFICIENT PRIMING OR SEALING. COMPLETED WORK: MATCH APPROVED SAMPLES FOR COLOR, TEXTURE AND COVERAGE CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSH MARKS, RUNS, SAGS, ROPINESS OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. REMOVE, REFINISH, OR REPAINT WORK NOT IN COMPLIANCE WITH SPECIFIED REQUIREMENTS. AND PROTECTION: DURING PROGRESS OF WORK REMOVE FROM SITE DISCARDED PAINT MATERIALS, RUBBISH, CANS AND RAGS AT END OF EACH WORK DAY. UPON COMPLETION OF PAINTING WORK, GLEAN WINDOW GLASS AND OTHER PAINT - SPATTERED SURFACES. PROTECT WORK OF OTHER TRADES, 11 TO BE PAINTED OR NOT, AGAINST DAMAGE BY PAINTING AND FINISHING WORK. CORRECT ANY DAMAGE AS ACCEPTABLE TO OWNER PROVIDE 'WET PAINT" SIGNS AS REQUIRED TO PROTECT NEWLY- PAINTED FINISHES. AT COMPLETION OF WORK OF OTHER TRADES, TOUCH UP AND RESTORE ALL DAMAGED OR DEFACED PAINTED SURFACES. END OF MATERIALS GENERAL Do1 2I)9 RECEIVED JUN - 8 2001 PERMIT CENTS SYMBOL LEGEND -eiQ*4411i ►eaDen®®b UNIPLEX RECEPTACLE (SINGLE) DUPLEX RECEPTACLE DUPLEX ISOLATED GROUND QUADPLEX RECEPTACLE QUADPLEX ISOLATED GROUND TELEPHONE OUTLET JUNCTION BOX DATA OUTLET DOORBELL PUSHBUTTON DOORBELL DOORBELL LOW—VOLT TRANS LOW— VOLTAGE TRANSFORMER DISCONNECT SWITCH TELEPHONE BOARD ELECTRICAL PANEL KVA TRANSFORMER T/c 24HR 7 DAY —TIME CLOCK $ WALL SWITCH If 3 #12, 3/4 "C (2 CKT WIRES, 1 NEUTRAL, 1 GROUND) -- CIRCUIT HOME RUN — — CONDUIT THRU /BELOW FLOOR CONDUIT STUBBED UP /DOWN N.L NIGHT LIGHT VIA TIC TIMECLOCK CONTROLED CIRCUIT CONDUIT RUNS IN CABINET BASE FROM WALL TO ELEC PANEL I] DUPLEX MTD 48" A.F.F. —QUAD RECEPT COAX OUTLET TELEPHONE JACKS ISOLATED QUAD RECEPT QUAD RECEPT 1 CASHWRAP ELEVATION SCALE ve • ra GYP. FRAMING SINGLE PLUG RECEPTACLE HUBBELL #5261 IVORY. JUNCTION BOX WITH SINGLE COAXIAL OUTLET. — LUCASEY SUSPENDED MONITOR FRAME TO CASH /WRAP UNISTRUT GYP. CEILING MONITOR'S DEVICE DETAIL SCALE - .o NOTE: OUTLET COVERS TO MATCH CEILING COLOR. POWER PLAN SCALE yr • ro ® LP-2 ® PHONE LINE CASHWRAP POWER SCALE us - ra DUPLEX MTD HORIZONTAL EQ. EQ. LP -6 CASHWRAP ELEVATION SCALE Yf - t-o' 1)07 POWER KEYED NOTES E.C. SHALL INSTALL DISCONNECT SWITCH FOR SIGNAGE CIRCUIT(S) AS REQUIRED BY N.E.C. 600. REFER TO PLANS FOR NUMBER OF CIRCUITS REQUIRED. THE CIRCUITS USED TO POWER THE ELECTRONIC CASH REGISTERS SHALL NOT BE USED FOR ANY OTHER PURPOSE. CIRCUITS SHALL NOT SHARE NEUTRAL OR GROUND WITH OTHER EQUIPMENT. SEPARATE POWER, NEUTRAL, AND INSULATED GROUND WIRES, MINIMUM SIZE #12 AWG SHALL BE RUN TO THE CIRCUIT BREAKER PANEL BOARD WHERE GROUND WIRE SHALL BE TIED TO THE GROUND TERMINAL ISOLATED FROM NEUTRAL DO NOT USE CONDUIT FOR GROUNDING AS THIS MAY NOT BE CONTINUOUS. CASH REGISTER CIRCUIT SHALL BE RUN IN SEPARATE CONDUIT. RECEPTACLES SHALL BE HUBBELL #IG -5362. PROVIDE CONDUIT AND WIRE FOR POWER TO P.O.S. AND GENERAL RECEPTACLES AND TELEPHONE AND COAX OUTLETS TO BE LOCATED AT CABINET BOTTOM. ROUTE CONDUITS AS SHOWN ON PLAN DOWN WALL OR COLUMN AND LEAVE A (12) TWELVE FOOT FLEX WHIP FOR EACH POWER CIRCUIT CONDUIT REQUIRED. STUB CONDUIT INTO CABINET BASE AND RUN THROUGH CABINET BASE TO EACH RECEPTACLE. COORDINATE EXACT CONFIGURATION WITH TENANT REP. AND LOCATION WITH FIXTURE INSTALLER. E.C. SHALL PROVIDE 3/4" CONDUIT WITH PULLWIRE FROM CASH /WRAP TO TELEPHONE BACKBOARD IN STOCKROOM E.C. SHALL FIELD VERIFY EXACT REQUIREMENTS FOR SMOKE /FIRE ALARM SYSTEM. REUSE ANY EXISTING DETECTION SYSTEM. REPLACE ANY DEFECTIVE DEVICES. IF THERE IS NOT AN EXISTING SYSTEM, E.C. SHALL SUPPLY AND INSTALL ALL NECESSARY EQUIPMENT (SMOKE DETECTORS, AUDIO/VISUAL ALARMS, FIRE ALARM PANEL, CONDUIT, WIRE, ETC.) FOR A NEW SYSTEM AS MAY BE REQUIRED BY LANDLORD AND /OR LOCAL FIRE MARSHALL. INSTALL SMOKE DETECTORS IN SUPPLY OR RETURN DUCTWORK AS REQUIRED BY LOCAL AUTHORITY. FIELD VERIFY AND COORDINATE. ® DUPLEX RECEPTACLE FLUSH MOUNTED IN CEILING PER N.E.C. 210 -62. DUPLEX RECEPTACLE FLUSH MOUNTED VERTICAL IN WALL AT 15" A.F.F. 7 (18" A.F.F. IN CALIFORNIA) FOR GENERAL USE. ® UNIPLEX RECEPTACLE FLUSH MOUNTED IN CEILING FOR MONITORS. REFER TO DETAIL THIS SHEET. ® COAX OUTLET FLUSH MOUNTED IN CEILING FOR MONITORS. ROUTE 3/4" CONDUIT WITH RG59U COAX CABLE FROM MONITOR LOCATIONS BACK TO CASH /WRAP CABINET "Q" FOR VCR. REFER TO DETAIL THIS SHEET. 10 DUPLEX RECEPTACLE FLUSH MOUNTED VERTICAL IN WALL AT 100" A.F.F. 11 DUPLEX RECEPTACLE FLUSH MOUNTED VERTICAL IN WALL AT 108" A.F.F. FOR SECURITY SYSTEM. 12 QUADPLEX RECEPTACLE MOUNTED IN WALL AT 48" A.F.F. (476 DUPLEX RECEPTACLE AND PHONE OUTLET MOUNTED AT 42" A.F.F. FOR - MANAGERS DESK. 14 G.F.C.I. DUPLEX RECEPTACLE FLUSH MOUNTED AT 42" A.F.F. 5 G.F.C.I. RECEPTACLE MOUNTED BELOW LAV. FOR INSTANTANEOUS TYPE WATER HEATER. 16 RECEPTACLE AND SWITCHED LIGHT PROVIDED BY E.C. TO BE INSTALLED PER N.E.C. 210 -63 AND 210 -70c O 17 FIELD VERIFY EXACT LOCATION OF LANDLORD TELEPHONE SERVICE STUB —IN AND EXTEND AS REQUIRED FOR CONNECTION TO TENANT TELEPHONE EQUIPMENT. PROVIDE 3/4" PLYWOOD BACKBOARD FOR MOUNTING OF NEW ELECTRICAL AND TELEPHONE EQUIPMENT. SIZE AND SECURE AS REQUIRED. PROVIDE ISOLATED GROUND DUPLEX RECEPTACLE FOR POWER TO TELEPHONE EQUIPMENT. PANEL "LP ". REFER TO PANEL SCHEDULE. PANEL "MP ". REFER TO PANEL SCHEDULE. TRANSFORMER. REFER TO ONE —UNE DIAGRAM RECEIVED JUN - 8 2007 PERMIT CENTEF GENERAL ELECTRICAL NOTES 1. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND SHALL IMMEDIATELY NOTIFY THE OWNER'S PROJECT MANAGER OF ANY DISCREPANCIES. 2. ALL CONDUITS ARE TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. CONDUITS IN EXPOSED CEILING AREAS SHALL EXIT WALLS AS CLOSE TO ROOF /FLOOR STRUCTURAL DECK AS POSSIBLE. 3. ANY EXISTING MATERIALS OR EQUIPMENT NOT TO BE REUSED MUST BE COMPLETELY REMOVED AND DISPOSED OF PROPERLY THROUGH THE LANDLORD'S DESIGNATED AND APPROVED HAULER. NO EQUIPMENT OR COMPONENTS MAY BE ABANDONED WITHOUT WRITTEN PERMISSION OF THE LANDLORD. 4. ANY PENETRATIONS THROUGH FIRE RATED WALLS NEED TO BE APPROPRIATE L 4 FIRE STOPPED TO RETAIN THE WALL'S RATING. F h 4Pp . 5. CONTRACTOR SHALL ENSURE LOADS BETWEEN PHASES ON PANEL BOARDS " I ARE BALANCED WITHIN 107. 6. ALL LOW VOLTAGE WIRING IN CEILING PLENUM (INCLUDING TELEPHONE. DATA, ALARM AND TEMP. CONTROL WIRING) SHALL BE UL LISTED TEFLON PLENUM CABLE. . . 11 11 11 11 11 11 ii 11 Il it B e ® e 1=1 11 36 31 B e e B a CONDUIT RUNS IN CABINET BASE FROM WALL TO ELEC PANEL I] DUPLEX MTD 48" A.F.F. —QUAD RECEPT COAX OUTLET TELEPHONE JACKS ISOLATED QUAD RECEPT QUAD RECEPT 1 CASHWRAP ELEVATION SCALE ve • ra GYP. FRAMING SINGLE PLUG RECEPTACLE HUBBELL #5261 IVORY. JUNCTION BOX WITH SINGLE COAXIAL OUTLET. — LUCASEY SUSPENDED MONITOR FRAME TO CASH /WRAP UNISTRUT GYP. CEILING MONITOR'S DEVICE DETAIL SCALE - .o NOTE: OUTLET COVERS TO MATCH CEILING COLOR. POWER PLAN SCALE yr • ro ® LP-2 ® PHONE LINE CASHWRAP POWER SCALE us - ra DUPLEX MTD HORIZONTAL EQ. EQ. LP -6 CASHWRAP ELEVATION SCALE Yf - t-o' 1)07 POWER KEYED NOTES E.C. SHALL INSTALL DISCONNECT SWITCH FOR SIGNAGE CIRCUIT(S) AS REQUIRED BY N.E.C. 600. REFER TO PLANS FOR NUMBER OF CIRCUITS REQUIRED. THE CIRCUITS USED TO POWER THE ELECTRONIC CASH REGISTERS SHALL NOT BE USED FOR ANY OTHER PURPOSE. CIRCUITS SHALL NOT SHARE NEUTRAL OR GROUND WITH OTHER EQUIPMENT. SEPARATE POWER, NEUTRAL, AND INSULATED GROUND WIRES, MINIMUM SIZE #12 AWG SHALL BE RUN TO THE CIRCUIT BREAKER PANEL BOARD WHERE GROUND WIRE SHALL BE TIED TO THE GROUND TERMINAL ISOLATED FROM NEUTRAL DO NOT USE CONDUIT FOR GROUNDING AS THIS MAY NOT BE CONTINUOUS. CASH REGISTER CIRCUIT SHALL BE RUN IN SEPARATE CONDUIT. RECEPTACLES SHALL BE HUBBELL #IG -5362. PROVIDE CONDUIT AND WIRE FOR POWER TO P.O.S. AND GENERAL RECEPTACLES AND TELEPHONE AND COAX OUTLETS TO BE LOCATED AT CABINET BOTTOM. ROUTE CONDUITS AS SHOWN ON PLAN DOWN WALL OR COLUMN AND LEAVE A (12) TWELVE FOOT FLEX WHIP FOR EACH POWER CIRCUIT CONDUIT REQUIRED. STUB CONDUIT INTO CABINET BASE AND RUN THROUGH CABINET BASE TO EACH RECEPTACLE. COORDINATE EXACT CONFIGURATION WITH TENANT REP. AND LOCATION WITH FIXTURE INSTALLER. E.C. SHALL PROVIDE 3/4" CONDUIT WITH PULLWIRE FROM CASH /WRAP TO TELEPHONE BACKBOARD IN STOCKROOM E.C. SHALL FIELD VERIFY EXACT REQUIREMENTS FOR SMOKE /FIRE ALARM SYSTEM. REUSE ANY EXISTING DETECTION SYSTEM. REPLACE ANY DEFECTIVE DEVICES. IF THERE IS NOT AN EXISTING SYSTEM, E.C. SHALL SUPPLY AND INSTALL ALL NECESSARY EQUIPMENT (SMOKE DETECTORS, AUDIO/VISUAL ALARMS, FIRE ALARM PANEL, CONDUIT, WIRE, ETC.) FOR A NEW SYSTEM AS MAY BE REQUIRED BY LANDLORD AND /OR LOCAL FIRE MARSHALL. INSTALL SMOKE DETECTORS IN SUPPLY OR RETURN DUCTWORK AS REQUIRED BY LOCAL AUTHORITY. FIELD VERIFY AND COORDINATE. ® DUPLEX RECEPTACLE FLUSH MOUNTED IN CEILING PER N.E.C. 210 -62. DUPLEX RECEPTACLE FLUSH MOUNTED VERTICAL IN WALL AT 15" A.F.F. 7 (18" A.F.F. IN CALIFORNIA) FOR GENERAL USE. ® UNIPLEX RECEPTACLE FLUSH MOUNTED IN CEILING FOR MONITORS. REFER TO DETAIL THIS SHEET. ® COAX OUTLET FLUSH MOUNTED IN CEILING FOR MONITORS. ROUTE 3/4" CONDUIT WITH RG59U COAX CABLE FROM MONITOR LOCATIONS BACK TO CASH /WRAP CABINET "Q" FOR VCR. REFER TO DETAIL THIS SHEET. 10 DUPLEX RECEPTACLE FLUSH MOUNTED VERTICAL IN WALL AT 100" A.F.F. 11 DUPLEX RECEPTACLE FLUSH MOUNTED VERTICAL IN WALL AT 108" A.F.F. FOR SECURITY SYSTEM. 12 QUADPLEX RECEPTACLE MOUNTED IN WALL AT 48" A.F.F. (476 DUPLEX RECEPTACLE AND PHONE OUTLET MOUNTED AT 42" A.F.F. FOR - MANAGERS DESK. 14 G.F.C.I. DUPLEX RECEPTACLE FLUSH MOUNTED AT 42" A.F.F. 5 G.F.C.I. RECEPTACLE MOUNTED BELOW LAV. FOR INSTANTANEOUS TYPE WATER HEATER. 16 RECEPTACLE AND SWITCHED LIGHT PROVIDED BY E.C. TO BE INSTALLED PER N.E.C. 210 -63 AND 210 -70c O 17 FIELD VERIFY EXACT LOCATION OF LANDLORD TELEPHONE SERVICE STUB —IN AND EXTEND AS REQUIRED FOR CONNECTION TO TENANT TELEPHONE EQUIPMENT. PROVIDE 3/4" PLYWOOD BACKBOARD FOR MOUNTING OF NEW ELECTRICAL AND TELEPHONE EQUIPMENT. SIZE AND SECURE AS REQUIRED. PROVIDE ISOLATED GROUND DUPLEX RECEPTACLE FOR POWER TO TELEPHONE EQUIPMENT. PANEL "LP ". REFER TO PANEL SCHEDULE. PANEL "MP ". REFER TO PANEL SCHEDULE. TRANSFORMER. REFER TO ONE —UNE DIAGRAM RECEIVED JUN - 8 2007 PERMIT CENTEF GENERAL ELECTRICAL NOTES 1. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND SHALL IMMEDIATELY NOTIFY THE OWNER'S PROJECT MANAGER OF ANY DISCREPANCIES. 2. ALL CONDUITS ARE TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. CONDUITS IN EXPOSED CEILING AREAS SHALL EXIT WALLS AS CLOSE TO ROOF /FLOOR STRUCTURAL DECK AS POSSIBLE. 3. ANY EXISTING MATERIALS OR EQUIPMENT NOT TO BE REUSED MUST BE COMPLETELY REMOVED AND DISPOSED OF PROPERLY THROUGH THE LANDLORD'S DESIGNATED AND APPROVED HAULER. NO EQUIPMENT OR COMPONENTS MAY BE ABANDONED WITHOUT WRITTEN PERMISSION OF THE LANDLORD. 4. ANY PENETRATIONS THROUGH FIRE RATED WALLS NEED TO BE APPROPRIATE L 4 FIRE STOPPED TO RETAIN THE WALL'S RATING. F h 4Pp . 5. CONTRACTOR SHALL ENSURE LOADS BETWEEN PHASES ON PANEL BOARDS " I ARE BALANCED WITHIN 107. 6. ALL LOW VOLTAGE WIRING IN CEILING PLENUM (INCLUDING TELEPHONE. DATA, ALARM AND TEMP. CONTROL WIRING) SHALL BE UL LISTED TEFLON PLENUM CABLE. uGHT FIXTURE SCHEDULE LAMP SCHEDU QTY SYMBOL TYPE MANUFACTURER CATALOG NO. DESCRIPTION TF VOLTS REC SUR PEN WAL NOOTES LAMP/ WATTS/ FIXTURE MANUFACTURER/ Fl XT LAMP WATTS CATALOG NO. 34 ❑ A LIGHTOLIER PLA2G9LSU6S0 2x2 FLUORESCENT WITH PARABOLIC LOUVER 1,2,3,4 120 X SALES WALLWASH STOCK 2 32 69 SYLVANIA FB032/835/6 LIGHTING ..i ••r LIGHTING -- B LIGHTOLIER P2G18LS440S0 LA 2x4 FLUORESCENT WITH PARABOLIC LOUVER 1,2,3,4 120 X 4 32 114 SYLVANIA F032/835 •••••• 3 C LIGHTOLIER PRA2GRFVA 432S0 —EM 2x4 FLUORESCENT WITH ACRYLIC LENS 1,2,3,4 120 X 4 32 114 SYLVANIA F032/835 17 D LIGHTOLIER WLRN224 1x4 COMPACT FLUORESCENT WALLWASHER 1,2 120 X 2 40 71 SYLVANIA FT40DL /835/RS MEMO -- ® E LIGHTOLIER WLRN124 1x2 COMPACT FLUORESCENT WALLWASHER 1,2 120 X 1 40 36 SYLVANIA FT40DL /835 /RS 5 0 F LIGHTOLIER 1102P1/1113 COEAR I REFLECT )R PECULAR 1 120 X 1 90 90 PAR38 /CAP /SPL /FL -- G LIGHTOLIER SW240RSSO 4' FLUORESCENT OPEN LAMP STRIPLIGHT 1,2,3,4,5 120 X 2 32 62 SYLVANIA F032/835 I I 2 ® X SURE —LITES LPX- 70 —RWH UNIVERSAL MOUNT L.E.D. EXIT WITH INTERNAL BATTERY 1 120 X ---- -- 3 L.E.D. 1 z BROAN B96 COMBINATION LIGHT AND EXHAUST FAN 1 120 X 1 75 180 SYLVANIA 75A /HAL /RP P 1. FIXTURES AND LAMPS SUPPLIED BY TENANT AND INSTALLED BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. 2. EQUIP NEW FLUORESCENT LIGHT FIXTURES WITH ELECTRONIC BALLASTS. 3. FIXTURES SHOWN WITH CROSS—HATCH ARE TO BE NIGHT LIGHTS WITH EMERGENCY BATTERY BALLAST. 4. FIXTURES USED FOR EXIT, EMERGENCY, OR NIGHT LIGHTING TO BE ON LOCKOUT CIRCUIT. 5. LIGHT FIXTURES TO BE CHAIN HUNG AT 10'-- -0" A.F.F. WHEN NO CEILING IS PRESENT. SURFACE AiOUNT IF CEILING PRESENT. 6. GENERAL CONTRACTOR SHALL CLEAN AND RELAMP EXISTING FIXTURES TO REMAIN TO LIKE —NEW CONDITION. FIELD VERIFY LAMP TYPE. 1 a b c d ■ ❑ ❑ ❑ LP -3 LP -5 LP -7 LP -9 SALES SALES WALLWASH STOCK 2x2 2x2 1x4 2x4 LIGHTING LIGHTING LIGHTING LIGHTING EM /NL LP -11 • TYPE 'D' TYPICAL 6 r El LP -7 C I LIGH11NG PLAN SCALE ve - to TYPE 'D' TYPICAL ............. a ■■ b ■■ a ■■ Ar=11111L ■ ■ ■ I ■ ■ ■I 1■i ■I I■■■ 1 if -X • { TYPE 'F' TYPICAL Do7 - 209 CONTRACTOR TO VERIFY EXACT CONFIGERATION REQUIRED WITH SPACE AVAILABLE. PROVIDE LABELS AS DIRECTED BY OWNER. SWITCHES SHALL NOT BE MOUNTED HIGHER THAN 48" SWITCH BANK RECENED JUN -- 8 2007 PERMf7 CENTEI GENERAL ELECTRICAL NOTES 1. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND SHALL IMMEDIATELY NOTIFY THE OWNER'S PROJECT MANAGER OF ANY DISCREPANCIES. 2. ALL CONDUITS ARE TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. CONDUITS IN EXPOSED CEILING AREAS SHALL EXIT WALLS AS CLOSE TO ROOF /FLOOR STRUCTURAL DECK AS POSSIBLE. 3. ANY EXISTING MATERIALS OR EQUIPMENT NOT TO BE REUSED MUST BE COMPLETELY REMOVED AND DISPOSED OF PROPERLY THROUGH THE LANDLORD'S DESIGNATED AND APPROVED HAULER. NO EQUIPMENT OR COMPONENTS MAY BE ABANDONED WITHOUT WRITTEN PERMISSION OF THE LANDLORD. 4. ANY PENETRATIONS THROUGH FIRE RATED WALLS NEED TO BE APPROPRIATEL-1( FIRE STOPPED TO RETAIN THE WALL'S RATING. py 1 5. CONTRACTOR SHALL ENSURE LOADS BETWEEN PHASES ON PANEL BOARD, �'Ok ARE BALANCED WITHIN 10%. j 6. ALL LOW VOLTAGE WIRING IN CEILING PLENUM (INCLUDING TELEPHONE. DATA, ALARM AND TEMP. CONTROL WIRING) SHALL BE UL LISTED TEFLON PLENUM CABLE. PANELBOARD 120/208 DESIGNATION 'LP NEW SURFACE INSTALL 100 X EXIST BUS LOCATION 100 RELOCATED EXIST VOLTS 3 PHASE 4 WIRE, SOLID NEUTRAL MTD AMPERE _AMPERE MAIN BREAKER TOP FED BOTTOM FED X FLUSH MID X MTD X CKT # DESCRIPTION WATTS LOAD TYPE WIRE SIZE BRKR SIZE I 310d A B C I 310d BRKR SIZE WIRE SIZE LOAD TYPE WATTS DESCRIPTION CKT # 1 SIGN - STOREFRONT 1200 L 12 20 1 2280 3 1 20 12 R 1080 REC- P.O.S. 2 3 3 LTG - STOREFRONT 450 L 12 20 1 1 20 12 R 1440 REC - CASHWRAP 4 5 7 11 17 1890 2379 :- }. ,... er a 3 k'F: 73� d� or- 5 LTG -SALES 2x2 1035 L 12 20 1 1 4983 1 20 12 R 180 REC - BACKWRAP 6 mei m 1644 1215 7 IMIEME 1104 L 12 20 1 20 12 R 540 REC-SECURITY 8 I SPARE 10 9 LTG -SALES 1x4 1207 L 12 20 0 fl 1 - 1 20 12 R 360 REC- STOREFRONT 10 -- 1567 11 LTG -STOCK 408 L 12 20 -- 1 20 12 R 360 REC - MONITORS 12 �Y,. Vi . µ . . , 416 . ' ., � ` / :Y qy� ,5$� �µ�� h:....... � l .r. .,, 3i �,�� 2�{.C, , � � 768 13 NEEMEMEM=EMINEEI 20 327 1 20 - - -- SPARE 14 25% LARGEST MOTOR 541 CONNECTED PHASE BALANCE LOAD 22798 15 SPARE -- - - 0 1 20 12 R 1080 REC - CEILING 16 1080 17 19 21 23 25 27 29 SPARE ; 'j',: ,�,,,,,,�» " "„ `;� 61 s's': • , , �£ .... ° f f m, "i , glue €. -q i s I • ,.... I :,1 't ` 4a q - - _ °; 1 20 12 R 1200 REC - MANAGERS DESK 18 -- 1200 1140 � _ � - 1 20 12 R 1140 REC - STOCK /HVAC 20 750 1 20 12 M 750 WATER HEATER 22 360 1 20 12 M 360 PHONE /CLOCK 24 1 20 - - -- SPARE 26 1 20 - - -- SPARE 28 1440 1 20 12 R 1440 REC - GENERAL 30 25% LTG AND SIGN 1433 SUB TOTALS L =LTG OR SIGNAGE R = RECEPTACLE M = MISCELLANEOUS K = H.V.A.C. K = KITTCHCHEN 5391 5287 4983 DEMAND LOAD 17094 CONNECTED PHASE BALANCE LOAD 15661 DEMAND AMPERES 47.5 7.6% PANELBOARD 2771480 DESIGNATION 'MPS NEW SURFACE INSTALL 100 X EXIST BUS LOCATION 100 RELOCATED EXIST VOLTS 3 PHASE 4 WIRE, SOLID MTD NEUTRAL AMPERE MAIN BREAKER TOP FED X BOTTOM FED FLUSH MTD X CKT # DESCRIPTION - LOAD WIRE WATTS TYPE SIZE BRKR SIZE L ° A B C I 310d BRKR SIZE WIRE SIZE LOAD TYPE WATTS DESCRIPTION CKT # 1 AHU 2379 H 12 15 3 -I 7770 3 50 * - 5391 TRANSFORMER 2 3 2379 5287 4 7666 5 7 11 17 ... 7 ,z , =,, : > a. ..., fi7•,.% E6EE'�j ;x ' .w - i " : S'! ��, � N : Sf , %5 � � �.'� K. . 2379 :- }. ,... er a 3 k'F: 73� d� or- -Al "'c„ f . ..'�S „�xfTnY ...� � �.,'. • - 4983 6 7362 _ -- SPARE SPARE 10 - - - -- SPARE 12 -- ILLI i`yar ' q� .yy �iF::�:E6Y i �Y,. Vi . µ . . , 416 . ' ., � ` / :Y qy� ,5$� �µ�� h:....... � l .r. .,, 3i �,�� 2�{.C, , � � 25% LTG AND SIGN 1433 SUB TOTALS L = LTG OR SIGNAGE R = RECEPTACLE M = MISCELLANEOUS H = H.V.A.C. K = KITCHEN 7770 7666 7362 25% LARGEST MOTOR 541 CONNECTED PHASE BALANCE LOAD 22798 DEMAND LOAD 2477 DEMAND AMPERES 29 5.3% GENERAL ELECTRICAL SPECIFICATIONS 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MINOR ITEMS WHICH ARE OBVIOUSLY AND REASONABLY NECESSARY FOR COMPLETION. 2. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND STATE AND LOCAL CODES THAT APPLY. 3. THE CONTRACTOR SHALL TAKE OUT PERMITS, PROCURE CERTIFICATES AND PAY ALL FEES CONNECTED THEREWITH. 4. BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS SURROUNDING THE WORK. 5. THE CONTRACTOR IS REFERRED TO THE ARCHITECTURAL, STRUCTURAL AND MECHANICAL PLANS AND SPECIFICATIONS AND TO LANDLORD'S LEASE AGREEMENT. SUCH PLANS AND SPECIFICATIONS ARE CONTRACT DOCUMENTS. 6. DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW APPROXIMATE LOCATIONS. 7. UNLESS OTHERWISE NOTED, ALL MATERIALS SHALL BE NEV 8. Al L LIGHT FIXTURES AND LAMPS ONLY, FURNISI D BY THE TENANT. ALL STEMS AND OTHER MOUNTING ACCESSORIES AND INSTALLATION BY E.G. 9. THIS CONTRACTOR -ALL TOUCH UP OR REFINISH THE FACTORY FINISH OF EQUIPMENT MARRED DURING SHIPMENT OR INSTALLATION. 10. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL IMMEDIATELY NOTIFY THE OWNER'S PROJECT MANAGER OF ANY DISCREPANCIES. 11. THE CONTRACTOR SHALL BE A LICENSED MASTER ELECTRICIAN OF THE STATE IN WHICH THE JOB IS LOCATED. 12. THE ENTIRE INSTALLATION SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR. 13. NO INTERRUPTION OF BUILDING FUNCTIONS OR ELECTRICAL SERVICE SHALL BE PERMITTED WITHOUT APPROVAL OF THE OWNER'S PROJECT MANAGER. 14. ELECTRICAL WORK SHALL NOT INTERFERE WITH CLEARANCES REQUIRED FOR GENERAL AND MECHANICAL CONSTRUCTION. SHOULD ELECTRICAL WORK BE LED WHICH INTERFERES WITH THE WORK OF THE OTHER CONTRACTORS, SUCH WORK SHALL BE CHANGED AT NO ADDITIONAL COST TO THE :R. 15. THE CONTRACTOR TO DO ALL CUTTING AND PATCHING REQUIRED TO INSTALL ANY PORTION OF THIS WORK. PATCH WITH NEW MATERIALS OF THE SAME TYPE THAT WAS REMOVED. REFINISH PATCH SURFACE TO MATCHING EXISTING ADJACENT SURFACES. 16. GROUNDING SHALL COMPLY WITH THE CODE AND REQUIREMENTS OF THE UTILITY COMPANY SERVING THE PROJECT. 17. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH CAUSED BY THEIR WORK AND SHALL THOROUGHLY CLEAN ALL EQUIPMENT. 18. ALL WORK SHALL BE GUARANTEED FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR (OR STATUTORY LIMIT IF GREATER) FROM DATE OF FINAL COMPLETION OR FULL OCCUPANCY. SEE GENERAL CONDITIONS. 19. ALL ITEMS OF ELECTRICAL EQUIPMENT ASSOCIATED WITH THE CONTROL OF ELECTRICAL APPARATUS SHALL BE IDENTIFIED WITH ENGRAVED BAKELITE NAMEPLATES, I.E.: PANELBOARDS, DISCONNECT SWITCHES, CONTACTORS, ETC. 20. NOMINAL MOUNTING HEIGHT OF DEVICES IN EXPOSED CONCRETE BLOCK, TILE OR BRICK WALLS SHALL ALL OCCUR WITHIN A STRUCTURAL COURSE. A MINIMUM AMOUNT OF BLOCK, TILE OR BRICK WALL SHALL BE CUT. 21. ALL ELECTRICAL EQUIPMENT SHALL BE SPECIFICATION GRADE AND UL APPROVED, UNLESS SPECIFIED OTHERWISE. 22. WIRING DEVICES SHALL MEET NEMA PERFORMANCE STANDARDS WE -1 1965. MINIMUM SIZE OF OUTLET BOXES SHALL BE 4" TRADE. 23. ALL CONDUCTORS SHALL BE COPPER, 600V -THHN, THWN OR XHHW, #12 MINIMUM SIZE. ALUMINUM WIRE SHALL NOT BE PERMITTED. USE 150'C. WIRE FOR ALL INCANDESCENT FIXTURES THAT ARE NOT PREWIRED. USE 90'C. WIRE FOR FIXTURE WIRING OR BRANCH CIRCUIT WIRING RUNNING PAST A FLUORESCENT BALLAST. 24. ALL ELECTRICAL WIRING MUST BE IN CONDUIT, MINIMUM SIZE 3/4 ". ROMEX, METAL -CLAD CABLE, BX, ELECTRICAL NON- METALLIC TUBING (ENT) ETC., SHALL NOT BE PERMITTED. 25. NO CONDUITS TO BE RUN IN OR SUPPORTED BY DUCTWORK. A PULL WIRE SHALL BE INSTALLED IN ALL EMPTY CONDUITS. 26. ALL CONDUITS THROUGH ROOF SHALL PENETRATE ROOF USING PROPER APPROVED ROOF FLASHING. 27. FLEXIBLE CONDUIT CAN ONLY BE USED FOR SHORT FINAL CONNECTIONS TO INTERIOR LIGHTING FIXTURES AND EQUIPMENT. 28. ALL ELECTRICAL EQUIPMENT AND CONDUIT EXPOSED TO WEATHER SHALL BE WEATHERPROOF AND CONDUIT EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE GALVANIZED HEAVY WALL STEEL. 29. FUSES SHALL BE BUSSMANN "LOW-PEAK" DUAL ELEMENT, CLASS RK 1. 30, PROVIDE TYPEWRITTEN INDEX CARDS FOR ALL PANELS. 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF CEILING CONSTRUCTION BEFORE INSTALLING LIGHT FIXTURES. 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY BALANCING ALL BRANCH CIRCUITS AMONG THE PHASES OF THE SYSTEM. 33. PANELBOARDS SHALL HAVE BUS RATING AND A.I.C. RATING GREATER THAN FAULT CURRENT VALUE AT POINT OF APPLICATION. 34. CIRCUIT BREAKERS USED FOR LIGHT SWITCHING SHALL BE UL LISTED "SWITCHING DUTY BREAKERS ". 35. PROVIDE LOCK -ON CUP TO BREAKERS FOR CASH REGISTERS, MODEMS, EXIT LIGHTS AND EMERGENCY BATTERY CIRCUITS IN "ON" POSITION. 36. SWITCHES AND RECEPTACLES SHALL BE HUBBELL OR SLATER WITH HUBBELL NUMBERS USED TO SPECIFY TYPE USED. SWITCHES SHALL BE IVORY COLOR, 20 AMP, 120/277 VOLT A.C. RATED: SINGLE POLE SWITCHES SHALL BE #1221 AND 3 -WAY SWITCHES SHALL BE #1223. RECEPTACLES SHALL BE IVORY COLOR 20 AMP GROUNDING TYPE #5362. WALL PLATES SHALL BE IVORY COLORED, UNLESS NOTED OTHERWISE. 37. TELEPHONE OUTLETS SHALL HAVE 3/4" EMPTY CONDUIT RUN TO TELEPHONE TERMINAL. 38. ELECTRICAL CONTRACTOR SHALL FURNISH TEMPORARY ELECTRICAL SERVICE AND REMOVE ALL TEMPORARY WIRING WHEN TENANT'S PERMANENT SERVICE AND WIRING ARE COMPLETE. 39. ALUMINUM CONDUIT, IF USED, SHALL BE BONDED AT EACH POINT IT ENTERS A STEEL RACEWAY, JUNCTION BOX OR PULL BOX WITH AN APPROVED GROUND BUSING AND BARE COPPER CONDUCTORS SIZED IN ACCORDANCE WITH ART. 250 -95 OF THE NEC. ALUMINUM CONDUIT SHALL NOT BE INSTALLED UNDERGROUND OR IN CONTACT WITH CONCRETE. ANTISEIZING COMPOUND SHALL BE APPLIED TO ALL THREADS. 40. SEALTITE OR LIQUIDTITE FLEXIBLE CONDUIT SHALL NOT EXCEED 6 FOOT IN LENGTH AND SHALL HAVE A COPPER GROUNDING CONDUCTOR EITHER INSIDE OR OUTSIDE THE CONDUIT. 41. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LANDLORD'S -MECH. /ELECT. DESIGN CRITERIA- ALL CONTRACTORS SHALL OBTAIN A COPY FROM THE LANDLORD'S TENANT COORDINATOR OR MALL OPERATIONS MANAGER AND BECOME FAMILIAR WITH THE REQUIREMENTS CONTAINED THEREIN PRIOR TO BIDDING THE PROJECT. WHERE LANDLORD'S REQUIREMENTS CONFLICT WITH CODES OR ORDINANCES, THE STRICTEST INTERPRETATION SHALL APPLY. PANELBOARDS PANELBOARDS SHALL BE FACTORY ASSEMBLED CIRCUIT BREAKER TYPE BY SQUARE D OR EQUAL. THE NUMBER OF POLES, TYPE, VOLTAGE AND AMPERE RATINGS SHALL BE AS INDICATED ON THE DRAWINGS. BUSSING SHALL BE COPPER. CABINETS SHALL BE SURFACE MOUNTED WHERE INDICATED. CABINETS SHALL BE CONSTRUCTED OF GALVANIZED STEEL CONFORMING TO UL AND NEC STANDARDS. NEUTRAL WIRES SHALL BE CONNECTED TO A COMMON NEUTRAL BUS WITH BINDING SCREWS OR LUGS. THE NEUTRAL BUS SHALL BE INSULATED FROM THE CABINET. GROUND WIRES SHALL BE CONNECTED TO A COMMON EQUIPMENT GROUND BUS WITH BINDING SCREWS OR LUGS. THE GROUND BUS SHALL BE BONDED TO THE CABINET. FRONTS OF CABINETS SHALL BE NOT LESS THAN 12 GAUGE STEEL, FASTENED WITH SCREWS IN COUNTERSUNK WASHERS, OR WITH APPROVED CONCEALED SPRING CLAMPS. CABINET FRONTS SHALL HAVE HINGED LOCKABLE DOORS WITH MILLED KEYS (ALL PANELS SHALL BE KEYED ALIKE) AND CIRCUIT SCHEDULE HOLDERS WITH CLEAR PLASTIC WINDOWS. PROVIDE TYPE WRITTEN SCHEDULES IN HOLDERS AND SUBMIT COPIES FOR RECORD PURPOSES. DOORS SHALL BE FASTENED TO TRIM WITH FULL LENGTH FLUSH HINGES. PANEL FRONTS SHALL BE SHOP PAINTED WITH TWO COATS OF PRIMER AND A FINISHED COAT OF GRAY ENAMEL. CIRCUIT BREAKERS TO BE INCLUDED AS AN ASSEMBLED PART OF THE PANELBOARD, REFER TO THE PARAGRAPH WHERE THOSE ITEMS ARE SPECIFIED. CIRCUIT BREAKERS CIRCUIT BREAKERS SHALL BE BY THE SAME MANUFACTURER THAT FURNISHES THE MAIN SERVICE EQUIPMENT AND PANELBOARDS. BREAKERS SHALL BE MOLDED CASE BOLT -ON TYPE. CLAMP -ON, PUSH -ON, OR PLUG -IN TYPES ARE NOT ACCEPTABLE. REMOVABLE HANDLE TIES AND DUAL, QUAD OR TANDEM BREAKERS ARE NOT ACCEPTABLE. MOUNTING HARDWARE, ACCESSORIES, FACEPLATES AND ENCLOSURES SHALL BE PROVIDED AS NECESSARY FOR THE INTENDED USE. SHORT CIRCUIT INTERRUPTING CAPACITY SHALL BE AS INDICATED ON THE PLANS AND SHALL IN NO CASE BE LESS THAN 10,000 RMS SYMMETRICAL AMPS AT THE APPLIED VOLTAGE. DISCONNECT SWITCHES SWITCHES SHALL BE BY SQUARE D OR EQUAL. SWITCHES AND ENCLOSURES SHALL BE GENERAL DUTY, EXTERNALLY OPERATED, QUICK -MAKE, BLADE TYPE, OF NUMBERS OF POLES AND RATING INDICATED OR REQUIRED. SWITCHES SHALL ACCEPT FUSES OF THE RATING AND UL OR NEMA CLASS INDICATED. SHORT CIRCUIT WITHSTAND RATINGS SHALL BE 200,000 RMS SYMMETRICAL AMPS. ENCLOSURES SHALL BE NEMA 1 FOR DRY, INTERIOR LOCATIONS AND NEMA 3R FOR DAMP, WET OR EXTERIOR LOCATIONS. FINISH SHALL BE ANSI 61. COVERS SHALL HAVE A DEFEATABLE INTERLOCK. OPERATING HANDLES SHALL BE PADLOCKABLE. TRANSFORMERS TRANSFORMERS SHALL BE BY SQUARE -D OR EQUAL. SIZE AND VOLTAGE AS SHOWN ON PLANS. TRANSFORMERS SHALL BE DRY -TYPE, AIR COOLED, AND DESIGNED FOR 60HZ OPERATION. COMPLY WITH NEMA STANDARD ST20 "DRY -TYPE TRANSFORMERS FOR GENERAL APPLICATIONS ". WINDINGS: TWO WINDING TYPE, 1 COIL PER PHASE IN PRIMARY & SECONDARY. (ALL COPPER WINDINGS), 220'C INSULATION CLASS, 80'C TEMPERATURE RISE TAPS - (6) 2 -1/2% TAPS (2 ABOVE AND 4 BELOW). GENERAL ELECTRICAL NOTES 1. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND SHALL IMMEDIATELY NOTIFY THE OWNER'S PROJECT MANAGER OF ANY DISCREPANCIES. 2. ALL CONDUITS ARE TO BE CONCEALED IN WALLS OR ABOVE CEILINGS. CONDUITS IN EXPOSED CEILING AREAS SHALL EXIT WALLS AS CLOSE TO ROOF /FLOOR STRUCTURAL DECK AS POSSIBLE. 3. ANY EXISTING MATERIALS OR EQUIPMENT NOT TO BE REUSED MUST BE COMPLETELY REMOVED AND DISPOSED OF PROPERLY THROUGH THE LANDLORD'S DESIGNATED AND APPROVED HAULER. NO EQUIPMENT OR COMPONENTS MAY BE ABANDONED WITHOUT WRITTEN PERMISSION OF THE LANDLORD. 4. ANY PENETRATIONS THROUGH FIRE RATED WALLS NEED TO BE APPROPRIATELY FIRE STOPPED TO RETAIN THE WALL'S RATING. 5. CONTRACTOR SHALL ENSURE LOADS BETWEEN PHASES ON PANEL BOARDS ARE BALANCED WITHIN 10%. 6. ALL LOW VOLTAGE WIRING IN CEILING PLENUM (INCLUDING TELEPHONE. DATA, ALARM AND TEMP. CONTROL WIRING) SHALL BE UL LISTED TEFLON PLENUM CABLE. T/C T/C RECEPTACLE AND SWITCHED LIGHT PROVIDED BY E.C. TO BE INSTALLED PER N.E.C. 210 -63 & 210 -70c TIMECLOCK FOR STOREFRONT NEW 2 #12, 3/4 "C RECEPTACLE FOR TELEPHONE. VERIFY EXACT LOCATION �-0- NEW 4 #3, 1-1/4"C ---„, 1 #8 GND 1 #8 GND TO BLDG STEEL PANEL LP REFER TO PANEL SCHEDULE 1. ALL WIRE SHALL BE COPPER ONLY, THW, THWN, 3. THHW, OR NEC APPROVED EQUAL OR BETTER. ALL WIRING SHALL BE IN CONDUIT. WIRE AMPACITY BASED ON NEC 110 -14c AND TABLE 310 -16. 2. E.C. SHALL FURNISH ALL NEW ELECTRICAL EQUIP. (PANELS, TRANSFORMER, CONDUITS, WIRE, METERS, SERVICE FEEDERS AND CONDUIT, DISC SWITCHES, CONTACTORS, TIMECLOCKS, ETC) AS REQUIRED, UNLESS NOTED OTHERWISE. NOTE: ALL BREAKERS SHALL BE BOLT -ON, UNLESS OTHERWISE NOTED. • - INDICATES THIS CIRCUIT TO RECIEVE HANDLE LOCK -ON CLIP T/C - INDICATES THIS CIRCUIT TO BE CONTROLED BY A TIMECLOCK * - REFER TO ONE -UNE DIAGRAM FOR WIRE SIZE TO THIS EQUIPMENT NOTE: ALL BREAKERS SHALL BE BOLT -ON, UNLESS OTHERWISE NOTED. • - INDICATES THIS CIRCUIT TO RECIEVE HANDLE LOCK -ON CLIP T/C - INDICATES THIS CIRCUIT TO BE CONTROLED BY A TIMECLOCK * - REFER TO ONE -LINE DIAGRAM FOR WIRE SIZE TO THIS EQUIPMENT I NEW 480V, 30, 30A.S., 15A.F. FOR NEW AIR HANDLER UNIT 8.6 F.L.A., 5 KW HEATER NEW 3 #12, 3/4"C 1 #12 GND PANEL MP REFER TO PANEL SCHEDULE NEW 4 #3, 1 -1/4"C 1 #8 GND �� - EXIST CONDUIT I BY LANDLORD NEW �3 S, 1 "C 1 10 GND NEW 30KVA, 30 TRANSFORMER LEASE LINE I._ 480/1201208V NEW 4 #3 1 #8 GND ELECTRICAL ONE -LINE DIAGRAM FIELD VERIFY EXACT METER REQUIREMENTS EXIST 200A.S. WITH NEW 10OA.F. SERVICE FROM LANDLORD 277/480V, 30, 4W ELEC. DISTRIBUTION EQUIPMENT ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMER, LIGHTS, DEVICES, CONDUIT, WIRE, ETC.) NOT BEING USED SHALL BE REMOVED FROM THE SITE. DO NOT ABANDON IN PLACE. 4. E.C. SHALL FIELD VERIFY ALL EXISTING ELECTRICAL EQUIPMENT. ALSO FIELD VERIFY THAT ANY EXISTING ELEC. EQUIPMENT TO BE REUSED IS OF ADEQUATE SIZE AND CONDITION TO MAINTAIN SAFE OPERATION. IF DISCREPANCIES ARISE CONTACT PROJECT REP. ROOF LINE FLOOR LINE RE.CFJVH) JUN - 8 77 .. PERMIT 04 T/C 4 AIR DEVICE SCHEDULE 0 PLAN MARK QTY *TITUS MODEL NO. FACE SIZE NECK SIZE FLEX SIZE TYPE NOTES A 5 TDCA- 3/AG -95 24 "x24" 1 0" RD. 10" RD. DIFF. 1,2,3 B 1 TDCA- 3/AG -95 12 "x12" 6" RD. 6" RD. DIFF. 1,2,3 C 2 50 F 24 "x24" 22 "x22" N/A R.G. 1,3 NOTES; PLAN FOR THROW PATTERN SHALL FIT LAY —IN CEILING MODULE & INSTALL MANUAL VOLUME DAMPER 1. REFER TO 2. FRAME 3. PROVIDE FAN POWERED VAV BOX 1 SCHEDULE (VAV -1) MANUFACTURER MODEL NO. MINIMUM AIR CFM TOTAL CFM INLET SIZE TRANE (OR EQUAL) VPEF125MT.5277STDE105L480315 MAGN 380 1300 12 DISCHARGE SIZE BASE UNIT WEIGHT FAN SIZE FAN HP VOLTS PH ELECTRIC HEAT HZ MCA 20 "x20" 128 LBS 05 1/2 277 1 5.0 KW 0480 3PH 60 10.77 FAN EXHAUST GRILLE CONNECT TO LANDLORD'S TOILET EXHAUST DUCT STUB —IN OR NEW DUCT THROUGH ROOF. REFER TO KEYED NOTES. RAN GP STORM COLLAR THIELE ROOF 1" INSULATED BOX BACKDRAFT DAMPER TOILET EXHAUST DETAIL SCALE xorE ROOF JOIST HANGER WIRE DUCT HANGER DETAIL SCALE NOM SHEET MTL. DUCT HANGER RECTANGULAR DUCT EXTERNAL INSULATION SHALL BE RUN CONTINUOUS THRU HANGERS BEAM BEAM CLAMP x CLEVIS HANGER OVERSIZED FOR INSULATION WITH 18" ROLLED SLEEVE FOR SUPPORT 180' PIPE HANGER DETAIL SCALE xori HANGER SPACING AND ROD SIZE PIPE MAX ROD SIZE SPAN SIZE 3/4" 7' 1 7' 1 1/4" 7' 1 1/2" 9' 2" 2 1/2" 3 3„ 1/2" 5" 6" 8" 10 " 12" 14" 16" 18" 20" 24 10' 11' 12' 13' 14' 16' 17' 19' 22' 23' 25' 27' 28' 30' 32' 3/8" 3/8" 3/8" 3/8" 3/8" 1 /2" 1/2" 1/2" 5/8" 5/8" 3/4" 3/4" 7/8" 7%8" 1 1" 1" 1 1 /4 1 1 /4 LANDLORD'S SUPPLY AIR DUCT MAIN H.P. FLEX DUCT MAX. 1' -0" 115V WIRING & J —BOX BY ELECTRICAL CONTRACTOR J —BOX MEDIUM TO HIGH PRESSURE DUCT I ELECTRONIC * THERMOSTAT WIRING —f I DAMPER BY HVAC CONTRACTOR ROOM THERMOSTAT * FOLLOW MANUFACTURER'S WIRING DIAGRAM C VAV BOX CONNECTION DETAIL 7 ecua xorr HANGERS (TYP. OF 4) VAV BOX 2" WIDE MIN. DUCT STRAP 48" O.C. MAX. RIGID ROUND METAL DUCT EXTERNALLY INSULATED RIGID ROUND DUCT ELBOW EXTERNALLY INSULATED INSULATED FLEXIBLE DUCT MAX. LENGTH 5' -0 ". FIRE DAMPER (LOCATION WHEN REQUIRED) VOLUME DAMPER (FOR FINAL ADJUSTMENT) BALANCE DIFFUSER SPIN —IN FITTING WITH BALANCING DAMPER AND 45' EXTRACTOR (DAMPER USED FOR ROUGH BALANCING) CEILING HVAC DUCTWORK DETAIL SCALE wrE METAL SUPPLY DUCT EXTERNALLY INSULATED ROOF JOIST HANGER WIRE SHEET MTL. DUCT HANGER SPIRAL DUCT EXTERNAL INSULATION SHALL BE RUN CONTINUOUS THRU HANGERS ROUND DUCT HANGER DETAIL SCALE NOM MECHANICAL CONTRACTOR'S NOTES ALL OF THE MECHANICAL & SPRINKLER WORK IS NOT NECESSARILY SHOWN OR NOTED ON THESE DRAWINGS. THE CONTRACTORS SHALL VISIT THE JOB SITE AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE WORK PRIOR TO BIDDING. THOSE ITEMS NOT SHOWN OR NOTED, BUT ARE DEEMED NECESSARY FOR REMOVAL OR RELOCATION BY THE OWNER OR HIS REP— RESENTATIVE, SHALL BE PART OF THIS CONTRACT. THE SUBMISSION OF THE PROPOSALS SHALL BE CONSIDERED AS EVIDENCE THAT THE CONTRACTORS HAVE VISITED THE SITE. NO EXTRA PAYMENTS WILL BE ALLOWED, DUE TO EXTRA WORK MADE NECESSARY BY THE CONTRACTOR'S FAILURE TO VISIT THE JOB SITE. * OR APPROVED EQUAL ACCESSORIES, 1. ELECTRONIC CONTROL V 1 MECHANICAL PLAN SCALE 1/4' - ra HVAC + SPRINKLER KEYED NOTES 0 0 NEW THERMOSTAT SUPPLIED AND INSTALLED BY HVAC CONTRACTOR. COORDINATE WITH ELECTRICAL CONTRACTOR. MOUNTING HEIGHT 4' -0" A.F.F. PROVIDE LOCKING LUCITE COVER. TURN KEY OVER TO STORE MANAGER. 02 COMBINATION EXHAUST FAN /LIGHT. NUTONE MODEL #8664RP, 4 "0 DUCT SIZE, FAN /LIGHT HOUSING 9 "x9 "x5 ", 1.2 AMPS, 100 CFM, 3.5 SONES, 115v/1 ph /60hz PROVIDE BACKDRAFT DAMPER. EXTEND NEW EXHAUST DUCT THRU ROOF. �3 PROVIDE NEW SPRINKLER HEAD ON TOILET ROOM CEILING. COORDINATE EXACT LOCATION WITH LIGHT/ FAN FIXTURE. MODIFY SUPPLY PIPING AS REQUIRED. ® PROVIDE NEW OR RELOCATE EXISTING SPRINKLER HEAD AS REQUIRED TO ACCOMMODATE NEW CEILING (TYP.). COORDINATE EXACT LOCATION WITH NEW CEILING FIXTURES AND LIGHTS. MODIFY SUPPLY PIPING AS REQUIRED. 0 10 11 12 13 NEW FIRE EXTINGUISHER PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. COORDINATE EXACT TYPE, QUANTITY AND LOCATION(S) WITH LANDLORD AND LOCAL FIRE MARSHALL. APPROXIMATE LOCATION OF EXISTING SPRINKLER SYSTEM MAIN. FIELD VERIFY EXACT SIZE AND LOCATION. FLEXIBLE DUCT, MAXIMUM 5' -0" (TYPICAL) PROVIDE SMOOTH TRANSITION AND PROPER SUPPORTS PER SMACNA. USE FLEXIBLE DUCT FOR FINAL RUNOUT TO DIFFUSER ONLY. REFER TO SCHEDULE FOR FLEXIBLE DUCT SIZES. NEW 2.5" THICK, .75 PCF EXTERNALLY INSULATED LOW PRESSURE SUPPLY AIR DUCT SUPPLIED AND INSTALLED BY HVAC CONTRACTOR. PROVIDE TRANSITIONS AS REQUIRED, DUCT DIMENSIONS ARE CLEAR INTERNAL AIR PATH DIMENSIONS. HOLD ALL DUCTWORK AS HIGH AS POSSIBLE AND /OR PRACTICAL IN JOIST SPACE. CONTRACTOR TO ENSURE DOOR IS UNDERCUT. COORDINATE WITH GENERAL CONTRACTOR. ENSURE TRANSFER AIR OPENINGS WITH FIRE DAMPERS IN DEMISING WALLS ADJACENT TO TENANT'S AS REQUIRED FOR RETURN AIR BACK TO MAIN MALL HVAC UNIT. MALL'S EXISITNG 30 "x24" SUPPLY AIR MAIN. FIELD VERIFY EXACT LOCATION. MALL'S EXISTING 34 "x30" SUPPLY AIR MAIN. FIELD VERIFY EXACT LOCATION. NEW TRANE MODEL FAN POWERED VAV BOX SUPPLIED AND INSTALLED BY HVAC CONTRACTOR. CONNECT TO LANDLORD'S EXISTING SUPPLY AIR DUCT. REFER TO SCHEDULE FOR ADDITIONAL INFORMATION AND CFM. 0 0 0 FIECErla JUN -41007 pA- . PEPO ? P PR ov `AND itnAqing:* 0010 HVAC SYMBOLS LEGEND IZI RETURN AIR GRILLE SUPPLY AIR DIFFUSER RETURN AIR SUPPLY AIR AIR DEVICE TYPE R.A.G. DIFF. M.D. F.D. F.C. RETURN AIR GRILLE DIFFUSER MANUAL DAMPER FIRE DAMPER FLEXIBLE CONNECTION /� AIR VOLUME IN CUBIC FEET /MINUTE (CFM) THERMOSTAT R.A. S.A. UT FAN EXHAUST GRILLE CONNECT TO LANDLORD'S TOILET EXHAUST DUCT STUB —IN OR NEW DUCT THROUGH ROOF. REFER TO KEYED NOTES. RAN GP STORM COLLAR THIELE ROOF 1" INSULATED BOX BACKDRAFT DAMPER TOILET EXHAUST DETAIL SCALE xorE ROOF JOIST HANGER WIRE DUCT HANGER DETAIL SCALE NOM SHEET MTL. DUCT HANGER RECTANGULAR DUCT EXTERNAL INSULATION SHALL BE RUN CONTINUOUS THRU HANGERS BEAM BEAM CLAMP x CLEVIS HANGER OVERSIZED FOR INSULATION WITH 18" ROLLED SLEEVE FOR SUPPORT 180' PIPE HANGER DETAIL SCALE xori HANGER SPACING AND ROD SIZE PIPE MAX ROD SIZE SPAN SIZE 3/4" 7' 1 7' 1 1/4" 7' 1 1/2" 9' 2" 2 1/2" 3 3„ 1/2" 5" 6" 8" 10 " 12" 14" 16" 18" 20" 24 10' 11' 12' 13' 14' 16' 17' 19' 22' 23' 25' 27' 28' 30' 32' 3/8" 3/8" 3/8" 3/8" 3/8" 1 /2" 1/2" 1/2" 5/8" 5/8" 3/4" 3/4" 7/8" 7%8" 1 1" 1" 1 1 /4 1 1 /4 LANDLORD'S SUPPLY AIR DUCT MAIN H.P. FLEX DUCT MAX. 1' -0" 115V WIRING & J —BOX BY ELECTRICAL CONTRACTOR J —BOX MEDIUM TO HIGH PRESSURE DUCT I ELECTRONIC * THERMOSTAT WIRING —f I DAMPER BY HVAC CONTRACTOR ROOM THERMOSTAT * FOLLOW MANUFACTURER'S WIRING DIAGRAM C VAV BOX CONNECTION DETAIL 7 ecua xorr HANGERS (TYP. OF 4) VAV BOX 2" WIDE MIN. DUCT STRAP 48" O.C. MAX. RIGID ROUND METAL DUCT EXTERNALLY INSULATED RIGID ROUND DUCT ELBOW EXTERNALLY INSULATED INSULATED FLEXIBLE DUCT MAX. LENGTH 5' -0 ". FIRE DAMPER (LOCATION WHEN REQUIRED) VOLUME DAMPER (FOR FINAL ADJUSTMENT) BALANCE DIFFUSER SPIN —IN FITTING WITH BALANCING DAMPER AND 45' EXTRACTOR (DAMPER USED FOR ROUGH BALANCING) CEILING HVAC DUCTWORK DETAIL SCALE wrE METAL SUPPLY DUCT EXTERNALLY INSULATED ROOF JOIST HANGER WIRE SHEET MTL. DUCT HANGER SPIRAL DUCT EXTERNAL INSULATION SHALL BE RUN CONTINUOUS THRU HANGERS ROUND DUCT HANGER DETAIL SCALE NOM MECHANICAL CONTRACTOR'S NOTES ALL OF THE MECHANICAL & SPRINKLER WORK IS NOT NECESSARILY SHOWN OR NOTED ON THESE DRAWINGS. THE CONTRACTORS SHALL VISIT THE JOB SITE AND VERIFY ALL EXISTING CONDITIONS RELATED TO THE WORK PRIOR TO BIDDING. THOSE ITEMS NOT SHOWN OR NOTED, BUT ARE DEEMED NECESSARY FOR REMOVAL OR RELOCATION BY THE OWNER OR HIS REP— RESENTATIVE, SHALL BE PART OF THIS CONTRACT. THE SUBMISSION OF THE PROPOSALS SHALL BE CONSIDERED AS EVIDENCE THAT THE CONTRACTORS HAVE VISITED THE SITE. NO EXTRA PAYMENTS WILL BE ALLOWED, DUE TO EXTRA WORK MADE NECESSARY BY THE CONTRACTOR'S FAILURE TO VISIT THE JOB SITE. * OR APPROVED EQUAL ACCESSORIES, 1. ELECTRONIC CONTROL V 1 MECHANICAL PLAN SCALE 1/4' - ra HVAC + SPRINKLER KEYED NOTES 0 0 NEW THERMOSTAT SUPPLIED AND INSTALLED BY HVAC CONTRACTOR. COORDINATE WITH ELECTRICAL CONTRACTOR. MOUNTING HEIGHT 4' -0" A.F.F. PROVIDE LOCKING LUCITE COVER. TURN KEY OVER TO STORE MANAGER. 02 COMBINATION EXHAUST FAN /LIGHT. NUTONE MODEL #8664RP, 4 "0 DUCT SIZE, FAN /LIGHT HOUSING 9 "x9 "x5 ", 1.2 AMPS, 100 CFM, 3.5 SONES, 115v/1 ph /60hz PROVIDE BACKDRAFT DAMPER. EXTEND NEW EXHAUST DUCT THRU ROOF. �3 PROVIDE NEW SPRINKLER HEAD ON TOILET ROOM CEILING. COORDINATE EXACT LOCATION WITH LIGHT/ FAN FIXTURE. MODIFY SUPPLY PIPING AS REQUIRED. ® PROVIDE NEW OR RELOCATE EXISTING SPRINKLER HEAD AS REQUIRED TO ACCOMMODATE NEW CEILING (TYP.). COORDINATE EXACT LOCATION WITH NEW CEILING FIXTURES AND LIGHTS. MODIFY SUPPLY PIPING AS REQUIRED. 0 10 11 12 13 NEW FIRE EXTINGUISHER PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. COORDINATE EXACT TYPE, QUANTITY AND LOCATION(S) WITH LANDLORD AND LOCAL FIRE MARSHALL. APPROXIMATE LOCATION OF EXISTING SPRINKLER SYSTEM MAIN. FIELD VERIFY EXACT SIZE AND LOCATION. FLEXIBLE DUCT, MAXIMUM 5' -0" (TYPICAL) PROVIDE SMOOTH TRANSITION AND PROPER SUPPORTS PER SMACNA. USE FLEXIBLE DUCT FOR FINAL RUNOUT TO DIFFUSER ONLY. REFER TO SCHEDULE FOR FLEXIBLE DUCT SIZES. NEW 2.5" THICK, .75 PCF EXTERNALLY INSULATED LOW PRESSURE SUPPLY AIR DUCT SUPPLIED AND INSTALLED BY HVAC CONTRACTOR. PROVIDE TRANSITIONS AS REQUIRED, DUCT DIMENSIONS ARE CLEAR INTERNAL AIR PATH DIMENSIONS. HOLD ALL DUCTWORK AS HIGH AS POSSIBLE AND /OR PRACTICAL IN JOIST SPACE. CONTRACTOR TO ENSURE DOOR IS UNDERCUT. COORDINATE WITH GENERAL CONTRACTOR. ENSURE TRANSFER AIR OPENINGS WITH FIRE DAMPERS IN DEMISING WALLS ADJACENT TO TENANT'S AS REQUIRED FOR RETURN AIR BACK TO MAIN MALL HVAC UNIT. MALL'S EXISITNG 30 "x24" SUPPLY AIR MAIN. FIELD VERIFY EXACT LOCATION. MALL'S EXISTING 34 "x30" SUPPLY AIR MAIN. FIELD VERIFY EXACT LOCATION. NEW TRANE MODEL FAN POWERED VAV BOX SUPPLIED AND INSTALLED BY HVAC CONTRACTOR. CONNECT TO LANDLORD'S EXISTING SUPPLY AIR DUCT. REFER TO SCHEDULE FOR ADDITIONAL INFORMATION AND CFM. 0 0 0 FIECErla JUN -41007 pA- . PEPO ? P PR ov `AND itnAqing:* 0010 GENERAL A. THE GENERAL CONDITIONS OF THE GENERAL SPECIFICATIONS, ALONG WITH ALL APPLICABLE INSTRUCTIONS TO BIDDERS, SHALL FORM A PART OF THIS SECTION OF THE SPECIFICATIONS. B. REFERENCE IS MADE TO REQUISITES FOR BIDDERS AND CONTRACTORS UNDER OTHER SECTIONS OF THESE SPECIFICATIONS, WHICH SHALL BE CONSIDERED BINDING, UNLESS OTHERWISE NOTED UNDER THIS SECTION. SCOPE EACH CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE CONSTRUCTION DETAILS, BOTH ON TENANT CONSTRUCTION DRAWINGS AND LANDLORD'S AS REFERRED TO BEFORE SUBMITTING HIS BID AS NO ALLOWANCES WILL BE MADE BECAUSE OF CONTRACTOR'S UNFAMILIARITY WITH THESE DETAILS. ALL PERFORMANCE OF CONSTRUCTION SHALL BE AS REQUIRED BY THE PACE OF THE GENERAL CONSTRUCTION. INSPECTION OF SITE ALL PROPOSALS SHALL PRECLUDE THAT CONTRACTOR IS FAMILIAR WITH JOBSITE CONDITIONS AND UTILITY LOCATIONS AND THE LACK OF SPECIFIC INFORMATION ON THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY. PERMITS ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE SUBCON- TRACTOR INVOLVED. CODE REQUIREMENTS ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS OR AS DIRECTED BY THE OWNER, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, AND /OR REGULATIONS OF THE GOVERNING BODIES, WHETHER SO SHOWN OR NOT, AND ALL MODIFICATIONS REQUIRED BY SUCH AUTHORITIES SHALL BE MADE BY THE CONTRACTOR WITHOUT ANY ADDITIONAL COST TO OWNER. MATERIALS AND WORKMANSHIP A. ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED AS RECOMMENDED BY THE MANUFACTURERS, AND UN- LESS OTHERWISE SPECIFIED SHALL BE NEW, AND FREE FROM ANY AND ALL DEFECTS. LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURE AND QUALITY UNLESS OTHERWISE SPECIFIED. B. ALL WORK UNDER THIS CONTRACT SHALL BE PERFORMED BY COM- PETENT WORKMEN AND EXECUTED IN A NEAT AND WORKMANLIKE MANNER. WORK SHALL BE PROPERLY PROTECTED DURING CON- STRUCTION AND COMPLETION, INSTALLATION SHALL BE THOROUGHLY CLEANED OF ALL DEBRIS PRESENT AS A RESULT OF THIS CONTRACT AND SHALL BE REMOVED FROM THE PREMISES, DO NOT ABANDON. CODES AND REGULATIONS EACH SUBCONTRACTOR SHALL COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED. IF A SUBCONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE AT A VARIANCE, HE SHALL PROMPTLY NOTIFY THE GENERAL CONTRACTOR AND THE TENANT IN WRITING. IF ANY SUBCONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO LAWS, ORDINANCES, RULES AND REGULATIONS AND WITHOUT GIVING SUCH NOTICE, THE SUBCONTRACTOR SHALL BEAR ALL COSTS ARISING THEREFROM. PROTECTION OF WORK AND PROPERTY A. EACH SUBCONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF ALL HIS WORK FROM DAMAGE AND SHALL PROTECT THE OWNER'S PROPERTY FROM INJURY OR LOSS ARISING FROM HIS WORK. ANY SUCH DAMAGE, INJURY, OR LOSS, EXCEPT SUCH AS MAY BE DIRECTLY DUE TO CAUSES BEYOND HIS CONTROL AND NOT TO HIS FAULT OR NEGLIGENCE, SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR. HE SHALL ADEQUATELY PROTECT ADJACENT PROPERTY AS WELL. B. EACH SUBCONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE SAFETY OF THEIR EMPLOYEES ON THE WORK AND SHALL COMPLY WITH ALL PROVISIONS OF FEDERAL, STATE AND LOCAL BUILDING CODES AND SAFETY LAWS TO PREVENT ACCIDENTS OR INJURY TO PERSONS ON OR ADJACENT TO THE PREMISES WHERE THE WORK IS BEING PERFORMED. EACH SUBCONTRACTOR SHALL MAINTAIN ALL INSURANCE REQUIRED TO PROTECT HIMSELF, THE OWNER AND TENANT FOR THE DURATION OF THE WORK AGAINST PROPERTY DAMAGE AND PUBLIC LIABILITY. CHANGES IN THE WORK THE TENANT, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO, OR DEDUCTING FROM THE WORK, WITH CONTRACT SUM BEING ADJUSTED ACCORDINGLY. COOPERATION ALL WORK UNDER THESE SPECIFICATIONS SHALL BE ACCOMPLISHED IN CONJUNCTION WITH OTHER CONTRACTORS AND TRADES OF THIS PROJECT IN A MANNER WHICH WILL ALLOW EACH CONTRACTOR AND TRADE SUF- FICIENT TIME AT THE PROPER STAGE OF CONSTRUCTION TO FULFILL HIS CONTRACTS. CONTRACTORS SHALL CONTACT OWNER FOR INSTRUCTIONS SHOULD ANY QUESTIONS ARISE BETWEEN TRADES AS TO THE INSTALL- ATION OF LINES, DUCTS, CONDUITS, FIXTURES, OR EQUIPMENT, OR SHOULD IT APPEAR DESIRABLE TO ANY GENERAL CONSTRUCTION WHICH WOULD AFFECT THE APPEARANCE OR STRENGTH OF THE STRUCTURE. SUBSTITUTION OF MATERIALS MANUFACTURERS ARE LISTED ON PLANS TO ESTABLISH A STANDARD. THE PRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE, IF IN THE OPINION OF THE TENANT, THE SUBSTITUTE MATERIAL IS OF QUALITY EQUAL TO OR BETTER THAN THE MATERIAL SPECIFIED, AND WILL SERVE WITH EQUAL EFFICIENCY AND DEPENDABILITY, FOR THE PURPOSE OF WHICH THE ITEMS SPECIFIED WERE INTENDED. SHOP DRAWINGS SHOP DRAWINGS AND CATALOG DATA ON ALL MAJOR ITEMS OF EQUIPMENT AND SYSTEMS, AND OTHER SUCH ILLUSTRATIVE MATERIAL THAT MAY BE CONSIDERED NECESSARY BY THE TENANT, SHALL BE SUBMITTED BY THIS CONTRACTOR IN ADEQUATE TIME TO PREVENT DELAY AND /OR CON- STRUCTION MODIFICATIONS. DRAWINGS AND SPECIFICATIONS A. THE DRAWINGS DIAGRAMMATICALLY INDICATE THE LOCATIONS OF THE VARIOUS LINES, DUCTS, CONDUITS, FIXTURES, AND EQUIPMENT AND THE METHOD OF CONNECTING AND CONTROLLING THEM. IT IS NOT INTENDED TO SHOW EVERY CONNECTION IN DETAIL AND ALL FITTINGS REQUIRED FOR A COMPLETE SYSTEM. B. SHOULD ANY CHANGES BE DEEMED NECESSARY BY THE CONTRACTOR, TO ANY ITEMS SHOWN ON CONTRACT DRAWINGS, SHOP DRAWINGS, DESCRIPTIONS, AND THE REASON FOR THE PROPOSED CHANGES SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL RESPONSIBILITY A. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE SATISFACTORY AND COMPLETE EXECUTION OF ALL WORK INCLUDED IN HIS CONTRACT. HE SHALL PRODUCE COMPLETE AND FULLY OPERATIONAL SYSTEMS AND PROVIDE ALL INCIDENTAL ITEMS REQUIRED AS PART OF HIS WORK, REGARDLESS OF WHETHER SUCH ITEM IS PARTICULARLY SPECIFIED OR INDICATED. FOR EXAMPLE, ON SINK INSTALLATIONS, ESCUTCHEONS SHALL BE PROVIDED FOR COUNTERTOP PENETRATIONS, ALTHOUGH THEY WERE NOT SPECIFICALLY IDENTIFIED IN THE CONTRACT DOCUMENTS. B. CONTRACTOR SHALL SUPPLY TO LANDLORD AND TENANT A CERTIFIED AIR BALANCE REPORT AT COMPLETION OF PROJECT. THIS SHALL BE REQUIRED FOR BOTH REMODELED AND NEW STORES. HEATING. VENTILATING AND AIR CONDITIONING GENERAL A. THE WORK COVERED BY THIS SECTION OF THESE SPECIFICATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE RESPECTIVE DRAWINGS, INFORMATION OR INSTRUCTIONS TO BIDDERS, GENERAL CONDITIONS, ADDENDA, OR DIRECTIVES WHICH MAY BE ISSUED BY THE OWNER, SHALL BE COMPLIED WITH IN EVERY ASPECT. B. THE LISTING HEREIN OF AN ARTICLE OR MATERIAL, OPERATION OR METHOD, REQUIRES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL EACH ITEM LISTED, UNLESS SPECIFICALLY NOTED TO THE CONTRARY. THE CONTRACTOR SHALL PERFORM EACH OPERATION PRESCRIBED OR LISTED ACCORDING TO THE CONDITIONS STATED. EXAMINATION OF SITE ALL CONTRACTORS SUBMITTING PROPOSALS FOR THIS WORK SHALL FIRST EXAMINE THE SITE AND ALL EXISTING CONDITIONS AFFECTING HIS WORK. ALL PROPOSALS SHALL SPECIFY, IN WRITING, ALL SUCH CONDITIONS THAT MAY ALTER OR AFFECT THE WORK UNDER THIS CONTRACT. SCOPE FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR NECESSARY FOR A COMPLETE AND FULLY OPERATIONAL HEATING, VENTILATING, AND AIR CONDITIONING SYSTEM EXCEPT AS SPECIFICALLY EXCLUDED BY DRAWINGS AND /OR BY TENANT'S DIRECTIONS. EQUIPMENT A. FAN - POWERED TERMINAL UNITS: 1. CASING - 22 -GAUGE GALVANIZED STEEL HANGER BRACKETS, SIDE ACCESS, AND FILTER WHICH IS ON THE PLENUM INLET ARE PROVIDED AS STANDARD. 2. AGENCY LISTING - THE UNIT IS UL LISTED AS A ROOM AIR TERMINAL UNIT. CONTROL #9N65. ARI 880 CERTIFIED. 3. INSULATION - 1/2" MATTE -FACED INSULATION. THE INTERIOR SURFACE OF THE UNIT CASING IS ACOUSTICALLY AND THERMALLY LINED WITH 1/2", 1.75 LB /CU. FT DENSITY GLASS FIBER WITH A HIGH DENSITY FACING OF 4.0 LB /CU. FT. THE INSULATION R -VALUE IS 1.9. THE INSULATION IS UL LISTED AND MEETS NFPA -90A AND UL 181 STANDARDS. THERE ARE NO EXPOSED EDGES OF INSULATION (COMPLETE METAL ENCAPSULATION). 4. PRIMARY AIR VALVE - AIR VALVE ROUND. THE PRIMARY AIR INLET CONNECTION IS AN 18 -GAUGE GALVANIZED STEEL CYLINDER SIZED TO FIT STANDARD ROUND DUCT. A MULTIPLE POINT, AVERAGING FLOW SENSING RING IS PROVIDED WITH BALANCING TAPS FOR MEASURING AIRFLOW. AN AIRFLOW VERSUS PRESSURE DIFFERENTIAL CALIBRATION CHART IS PROVIDED. THE DAMPER BLADE IS CONSTRUCTED OF A CLOSED -CELL FOAM SEAL THAT IS MECHANICALLY LOCKED BETWEEN 2 22 -GAUGE GALVANIZED STEEL DISKS. THE DAMPER BLADE ASSEMBLY IS CONNECTED TO A CAST ZINC SHAFT SUPPORTED BY SELF- LUBRICATING BEARINGS. THE SHAFT IS CAST WITH A DAMPER POSITION INDICATOR. THE VALVE ASSEMBLE INCLUDES A MECHANICAL STOP TO PREVENT OVER STROKING. THE MAXIMUM LEAK RATE IS 1% AT 4" W.G. INLET STATIC PRESSURE. 5. FAN MOTOR - SINGLE SPEED, DIRECT DRIVE, PERMANENT SPLIT CAPACITOR TYPE. THERMAL OVERLOAD PROTECTION PROVIDED. MOTORS WILL BE DESIGNED SPECIFICALLY FOR USE WITH AN OPEN SCR. MOTORS WILL ACCOMMODATE ANTI - BACKWARD ROTATION AT START UP. MOTOR AND FAN ASSEMBLY ARE ISOLATED FROM TERMINAL UNIT. 6. FAN SPEED CONTROL - VARIABLE SPEED CONTROL SWITCH (SCR). THE SCR SPEED CONTROL DEVICE IS PROVIDED AS STANDARD AND ALLOWS THE OPERATOR INFINITE FAN SPEED ADJUSTMENT SO THE FAN OUTPUT MAY BE MODIFIED TO ACHIEVE EXACT CFM REQUIREMENTS. 7. TRANSFORMER - THE 50 VA TRANSFORMER IS FACTORY MOUNTED IN THE FAN CONTROL BOX TO PROVIDE 24 VAC FOR CONTROLS. 8. POWER DISCONNECT - THE POWER DISCONNECT IS PROVIDED AS STANDARD AND ALLOWS THE OPERATOR TO TURN THE UNIT ON OR OFF BY TOGGLING TO THE APPROPRIATE SETTING. THIS SWITCH BREAKS BOTH LEGS OF POWER TO THE FAN AND THE ELECTRONIC CONTROLS) IF APPLICABLE). 9. OUTLET CONNECTION - FLANGED CONNECTION. A RECTANGULAR OPENING ON THE UNIT DISCHARGE TO ACCEPT A 90' FLANGED DUCTWORK CONNECTION. 10. FILTER - A 1" FILTER IS PROVIDED ON THE PLENUM INLET AND ATTACHES TO THE UNIT WITH A FILTER FRAME. 11. ACCESS PANEL - INTERNAL ACCESS TO UNIT IS ACHIEVED THROUGH PLENUM INLET. 12. ELECTRIC HEAT COIL - THE ELECTRIC HEATER IS FACTORY PROVIDED AND INSTALLED, UL RECOGNIZED RESISTANCE OPEN -TYPE HEATER WITH AIRFLOW SWITCH. IT ALSO CONTAINS A DISC-TYPE AUTOMATIC PILOT DUTY THERMAL PRIMARY CUTOUT, AND MANUAL RESET LOAD CARRYING THERMAL SECONDARY DEVICE. HEATER ELEMENT MATERIAL IS NICKEL - CHROMIUM. THE HEATER TERMINAL BOX IS PROVIDED WITH 7/8" KNOCKOUTS FOR CUSTOMER POWER SUPPLY. TERMINAL CONNECTIONS ARE PLATED STEEL WITH CERAMIC INSULATORS. HEATER CONTROL ACCESS IS ON THE DISCHARGE SIDE OF THE UNIT. ELECTRIC HEAT OPTIONS: A. CONTACTORS - MAGNETIC CONTACTOR. AN ELECTRIC HEATER 24 -VOLT CONTACTOR FOR USE WITH DIRECT DIGITAL CONTROL (DDC) OR ANALOG ELECTRONIC CONTROLS. B. AIRFLOW SWITCH - AN AIR PRESSURE DEVICE DESIGNED TO DISABLE THE HEATER WHEN THE SYSTEM FAN IS OFF. C. POWER FUSE - IF POWER FUSE IS CHOSEN WITH A UNIT WITH ELECTRIC HEAT, THEN A SAFETY FUSE LOCATED IN THE ELECTRIC HEATER'S LINE OF POWER TO PREVENT POWER SURGE DAMAGE TO ELECTRIC HEATER. 13. UNIT CONTROLS SEQUENCE OF OPERATION - THE UNIT CONTROLLER CONTINUOUSLY COMITORS THE ZONE TEMPERATURE AGAINST ITS SET POINT AND VARIES THE PRIMARY AIRFLOW AS REQUIRED TO MEET ZONE SET POINTS. AIRFLOW IS LIMITED BY MINIMUM AND MAXIMUM POSITION SET POINTS. FOR A PARALLEL UNIT, THE CONTROLLER WILL INTERMITTENTLY START THE FAN UPON A CALL FOR HEAT. UPON A FURTHER CALL FOR HEAT, ANY HOT WATER OR ELECTRIC HEAT ASSOCIATED WITH THE UNIT IS ENABLED. 14. ANALOG ELECTRONIC CONTROLS A. ANALOG ACTUATOR -- A TRANE 3 -WIRE, 24 VAC FLOATING -POINT CONTROL ACTUATOR WITH LINKAGE RELEASE BUTTON. TORQUE IS 35 IN -LB MINIMUM AND IS NON- SPRING RETURN WITH A 90- SECOND DRIVE TIME. TRAVEL IS TERMINATED BY END STOPS AT FULLY OPENED AND CLOSED POSITIONS. AN INTEGRAL MAGNETIC CLUTCH ELIMINATES MOTOR STALL. B. ANALOG ELECTRONIC CONTROLLER - THE CONTROLLER CONSISTS OF A CIRCUIT BOARD THAT OFFERS BASIC VAV UNIT OPERATION AND ADDITIONAL OVERRIDE FUNCTIONS AND OPERATED USING 24 VAC POWER. THE CONTROLLER USED A CAPACITIVE TYPE PRESSURE TRANSDUCER TO MAINTAIN CONSISTENT AIR DELIVERY REGARDLESS OF SYSTEM PRESSURE CHANGES. THE ENCLOSURE HAS 7/8" KNOCKOUTS FOR REMOTE CONTROL WIRING. A TRANE ELECTRONIC ZONE SENSOR IS REQUIRED. C. ANALOG ELECTRONIC THERMOSTAT - THIS SINGLE - TEMPERATURE, WALL- MOUNTED ELECTRONIC DEVICE UTILIZES A THERMISTOR TO VARY THE VOLTAGE OUTPUT IN RESPONSE TO CHANGES IN THE ZONE TEMPERATURE. CONNECTIONS TO THE VAV UNIT CIRCUIT BOARD ARE MADE USING STANDARD THREE-CONDUCTOR THERMOSTAT WIRE. THE SET POINT. THE OTHER MODEL HAS AN EXTERNALLY ADJUSTABLE 2 MODELS. ONE MODEL HAS A CONCEALED, INTERNALLY ADJUSTABLE SET POINT ADJUSTMENT RANGE IS 63 -85'F. THE SENSOR IS AVAILABLE IN SET POINT. C. EXHAUST FANS 1. TOILET EXHAUST FAN /LIGHT COMBINATION BY E.C. SHALL BE NUTONE #8664RP, 100 CFM @ .25 S.P. WITH 4 "93 DUCT AND BACKDRAFT DAMPER 115/1/60, 3.5 SONES, 1.2 AMPS. D. ALL VAVS SHALL BE EQUIPPED WITH PROGRAMMABLE THERMOSTAT SENSOR CAPABLE OF BEING ADJUSTED TO 55'F HEATING AND 85'F COOLING. DESIGN AND STANDARD CONDITIONS FOR THERMOSTAT OPERATION SHALL BE AS FOLLOWS: COOLING: 75'F MAXIMUM OCCUPIED COOLING TEMPERATURE 85'F COOLING NIGHT SETBACK. HEATING: 70T MAXIMUM OCCUPIED HEATING TEMPERATURE 60'F HEATING NIGHT SETBACK. FAN: CONTINUOUS IN OCCUPIED AND RECOVERY MODE AND WITH HEATING OR COOLING EQUIPMENT IN UNOCCUPIED MODE. DEADBAND: CAPABLE OF MAINTAINING A 5'F DEADBAND. CLOCK: 7 DAY CAPABLE OF 7 DIFFERENT DAY SCHEDULES. OVERNIGHT: HAVE A 2 HOUR OVERRIDE ACCESSIBLE TO MANAGER. BACKUP: CAPABLE OF MAINTAINING PROGRAMMED SETTING FOR AT LEAST 10 HOURS WITHOUT POWER. DUCTWORK A. SQUARE /RECTANGULAR DUCTWORK SHALL BE CONSTRUCTED OF NEW GALVANIZED PRIME GRADE SHEET STEEL B. ROUND DUCTWORK SHALL BE CONSTRUCTED OF NEW GALVANIZED PRIME GRADE SHEET STEEL ALL 90 DEGREE ELBOWS FOR ROUND DUCTWORK SHALL BE FIVE (5) PIECE. ALL LONGITUDINAL SEAMS SHALL BE FORMED BY PITTSBURGH LOCKS. JOINTS SHALL BE SWAGGED WITH ONE -HALF INCH (1/2 ") OVERLAP. C. ALL SUPPLY AIR DUCTS, RETURN AIR DUCTS AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED STEEL WITH 2.5" THICK (MINIMUM) .75 PCF EXTERNAL ACOUSTICAL AND THERMAL INSULATION. 1. ALL JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS, AND CONNECTIONS IN DUCTWORK MUST BE SECURELY SEALED USING WELDMENTS; MECHANICAL FASTENERS WITH SEALS, GASKETS, OR MASTICS; MESH AND MASTIC SEALING SYSTEMS; OR TAPES. TAPES AND MASTICS MUST BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A OR UL 181B. ALL LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS OF SUPPLY AND RETURN DUCTS OPERATING AT STATIC PRESSURES LESS THAN OR EQUAL TO 2" W.G. SHALL BE SECURELY FASTENED AND SEALED WITH WELDS GASKETS, MASTICS (ADHESIVES), MASTIC- PLUS - EMBEDDED FABRIC SYSTEMS OR TAPES INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. MECHANICAL FASTENERS AND SEALS, MASTICS, OR GASKETS MUST BE USED WHEN CONNECTING DUCTS TO FANS AND OTHER AIR DISTRIBUTION EQUIPMENT. D. FLEXIBLE AIR DUCT FOR CONNECTIONS BETWEEN S.M. DUCT AND DIFFUSER SHALL BE AIR DUCT LISTED BY UNDERWRITERS LABORATORIES UNDER UL STANDARD 181 AS A CLASS 1 FLEXIBLE AIR DUCT AND COMPLYING WITH NFPA STANDARDS 90A AND 90B. DUCT SHALL BE FACTORY MADE AND COMPOSED OF A CPE LINER DUCT PERMANENTLY BOUNDED TO A COATED SPRING STEEL WIRE HELIX AND SUPPORTING A FIBER GLASS INSULATING BLANKET. R. -7.0 LOW PERMEABILITY OUTER VAPOR BARRIER OF FIBER GLASS REINFORCED FILM LAMINATE SHALL COMPLETE THE COMPOSITE. E. CONTRACTOR SHALL SUPPLY AND INSTALL INSECT SCREENS ON ALL DUCT OPENINGS WHICH TERMINATE OUTDOORS. INSECT SCREENS SHALL BE 10 GAUGE, ONE -HALF INCH (1/2 ") MESH IN REMOVABLE GALVANIZED STEEL FRAMES. F. ALL DUCTWORK SHALL BE DESIGNED IN ACCORDANCE WITH THE PROCEDURES DESCRIBED IN THE LATEST EDITION OF THE AMERICAN SOCIETY OF HEATING REFRIGERATION AND AIR CONDITIONING ENGINEERS GUIDE (ASHRAE), FABRICATED AND INSTALLED IN ACCORDANCE WITH THE METHODS RECOMMENDED IN THE SHEET METAL AND AIR CON- DITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA) HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE HANGERS AND SUPPORTS A. ALL HORIZONTAL DUCTS HAVING A DIMENSION OF 40 INCHES AND LESS SHALL BE SUPPORTED BY MEANS OF BAND IRON HANGERS OF NO. 18 U.S. GAUGE ATTACHED TO DUCT BY MEANS OF RIVETS, SCREWS OR CLAMPS, AND FASTENED TO STRUCTURE ABOVE BY TOGGLE BOLTS OR OTHER MEANS. EACH SECTION OF DUCTWORK SHALL HAVE AT LEAST ONE PAIR OF SUPPORTS. VERTICAL DUCTS SHALL BE SUPPORTED WITH 1-1/4" x 1-1/4" x 1-1/4" ANGLES AT FLOOR PENETRATIONS. B. ALL HORIZONTAL DUCTS HAVING A DIMENSION OF 40 INCHES AND MORE SHALL BE SUPPORTED BY MEANS OF ANGLE IRON TRAPEZE HANGERS. EACH SECTION OF DUCTWORK SHALL HAVE AT LEAST ONE PAIR OF SUPPORTS. FLASHING A. CONTRACTOR SHALL PROVIDE WATER TIGHT 24 GA. SHEET METAL FLASHINGS AT ALL EXTERIOR WALLS AND ROOF PENETRATIONS. B. ALL CUTTING OF ROOF OPENINGS, SUPPORTS FOR ROOF OPENINGS, PITCH PANS, ROOF CURBS, FLASHINGS, COUNTER FLASHINGS, REPAIR TO ROOF, ETC. ASSOCIATED WITH HVAC SUBCONTRACTOR SHALL BE INCLUDED IN THE RESPONSIBILITY OF THE HVAC SUBCONTRACTOR. HE SHALL EMPLOY THE LANDLORD'S ROOFERS FOR THIS WORK TO MAINTAIN THE ROOF WARRANTY. DAMPERS A. SPLITTER DAMPERS SHALL BE FABRICATED OF SHEET STEEL NOT LESS THAN NO. 16 U.S. GAUGE WITH THE LEADING EDGE HEMMED. EACH DAMPER TO BE SIZED ADEQUATELY TO COVER THE SMALLER OF THE TWO OPENINGS IT CONTROLS. DAMPERS SHALL BE CONTROLLED AS FOLLOWS: EXPOSED OR ACCESSIBLE DUCTWORK - LOCKING QUADRANTS EQUAL TO YOUNG REGULATOR NO. 1 WITH DAMPER ROD END BEARINGS ON OPPOSITE END. CONCEALED DUCTWORK - LOCKING QUADRANT EQUAL TO YOUNG REGULATOR NO. 315 (CHROMIUM PLATED WITH DAMPER ROD END BEARINGS ON BOTH ENDS). B. VOLUME DAMPERS SHALL BE OF THE OPPOSED INTERLOCKING TYPE AS MANUFACTURED BY AMERICAN FOUNDRY AND FURNACES CO. (AFFCO) OR EQUAL. BLADES SHALL BE OF NO. 16 GAUGE SHEET METAL AND SHALL NOT EXCEED 48" IN LENGTH OR 12" IN WIDTH. BLADES SHALL BE ON ONE -HALF INCH (1/2 ") DIAMETER RUSTPROOF AXLE. BEARINGS TO BE OF THE SELF - LUBRICATING FERRULE TYPE. C. FIRE DAMPERS SHALL BE SUPPLIED AND INSTALLED BY HVAC CON- TRACTOR AT DUCT PENETRATIONS IN FIRE RATED WALLS, FLOORS, CEILINGS AND ROOF AS REQUIRED. COORDINATE WITH LANDLORD, LOCAL FIRE MARSHALL AND ALL CODES AND GOVERNING AUTHORITIES HAVING JURISDICTION. D. FIELD FABRICATED TURNING VANES SHALL BE ACCEPTABLE IN SQUARE ELBOWS. PROVIDE AND INSTALL BARBER - COLMAN AIRTURNS OR EQUAL. TURNING VANES SHALL BE OF THE SAME GAUGE METAL AS THE DUCT IN WHICH THEY ARE INSTALLED. RADIUS ELBOWS SHALL HAVE A CENTER LINE RADIUS OF ONE AND ONE -HALF (1 -1/2) TIMES THE DUCT WIDTH. DUCTWORK - EXCEPTIONS DUCTWORK FOR EXHAUST OR OUTSIDE SUPPLY AIR SHALL BE ALL METAL AND CONSTRUCTED ACCORDING TO RECOMMENDED PRACTICES OF THE LATEST ISSUE OF ASHRAE. SUPPORT OF DUCT SYSTEM HANGER DESIGN SHALL BE AS DESCRIBED IN THE LATEST EDITION OF THE "SMACNA" MANUAL. REINFORCEMENT MEMBERS MAY BE USED TO SUPPORT DUCT SYSTEM PROVIDED DETAILS OUTLINED IN THE "SMACNA" MANUAL ARE ADHERED TO. DUCTS SHALL BE SUPPORTED AT ALL TURNS AND TRANSITIONS AND NOT MORE THAN 8' -O" O.C. STRAIGHT DUCTS UP TO 59" MAX. DIMENSIONS SHALL BE SUPPORTED 6' -O" O.C. DUCTS OVER 60" MAX. DIMENSIONS SHALL BE SUPPORTED AT 4' -0" O.C. REINFORCEMENT ALL DUCTS SHALL BE REINFORCED ACCORDING TO THE LATEST EDITION OF SMACNA MANUAL. MATERIALS FOR REINFORCEMENT MEMBERS SHALL BE GALVANIZED STEEL. ALL SCREWS AND WASHERS SHALL BE PLATED OR GALVANIZED. TESTING AND ADJUSTING CONTRACTOR SHALL DEMONSTRATE OPERATION OF SYSTEM TO FULL SATISFACTION OF TENANT, SHALL BALANCE AIR FLOW IN ACCORDANCE WITH AIR QUANTITIES ON DRAWINGS AND SHALL RECORD VOLUME READINGS IN ACCORDANCE WITH ASHRAE AND PROVIDE SAME TO TENANT. GUARANTEE ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF ACCEPTANCE. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIONAL AND ACCEPTANCE BY TENANT SHALL BE A CONDITION OF THIS CONTRACT. ALL WORK FOUND TO BE DEFECTIVE SHALL BE REPAIRED OR REPLACED BY THIS SUBCONTRACTOR WITHOUT ADDITIONAL COST TO THE TENANT. ACCESSORY ITEMS ALL MANUAL DAMPERS, FIRE DAMPERS, TURNING VANES, REGISTER CON- NECTIONS, ACCESS DOORS OR OTHER ASSOCIATED ACCESSORIES SHALL BE INSTALLED ACCORDING TO THE LATEST EDITION OF "SMACNA" MANUAL. SPRINKLER SYSTEM A. SHOP DRAWINGS -THE SPRINKLER CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE TENANT'S LANDLORD AND TO THE APPROPRIATE AUTHORITIES AND INSURANCE UNDERWRITER FOR THEIR APPROVAL A COPY OF THE APPROVAL LETTER FROM THESE AUTHORITIES SHALL BE FORWARDED TO THE TENANT, LANDLORD AND DESIGN ARCHITECT. B. SPRINKLER HEAD TYPES SHALL BE AS FOLLOWS: 1. STORE FRONT: CONCEALED, PAINT COVER PLATE TO MATCH CEILING 2. NON- PUBLIC AREAS WITH CEILINGS: CHROME PEDANT 3. PUBLIC AREAS WITH CEILINGS: SEMI RECESSED, PAINT ESCUTCHEON CUP TO MATCH CEILING HANDICAP SPECIFICATIONS: ARCHITECTURAL BARRIERS ACT 42 /USC. 4151 -4157 GEN THE WORK COVERED BY THESE SPECIFICATIONS INCLUDES BUT IS NOT LIMITED TO PROVIDING ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLY WITH REQUIREMENTS OF THIS FACILITY. PLUMBING FIXTURES A. WATER OLSONITE SEAT ( #95. 1/2 ") C.W. SUPPLY F AND 4" VENTED WASTE. WATER CLOSET (BARRIER FREE , - AS IDENTIFIED ON PLANS ELONGATED WATER SAVER CAD 18" HIGH WITH OLSONITE #95 CLOSET SEAT 1/2" C.W. SUPPLY AND 4" VENTED WASTE. HEIGHT OF WATER CLOSET SEAT SHALL BE 17" MIN. & 19" MAX. FORCE REQUIRED TO ACTIVATE FLUSH VALVE LEVER TO BE 5 LBS. MAXIMUM B. LAVATORY - AS IDENTIFIED ON PLANS WITH SINGLE CONTROL LEVER FAUCET, 1/2" C.W. AND H.W. SUPPLY AND 1 -1/2" VENTED WASTE. EXPOSED WATER AND DRAIN PIPING BELOW LAVATORY SHALL BE INSULATED WITH "PLUMBEREX" (OR EQUAL) PIPE COVERS. FAUCET CONTROLS SHALL BE OF THE TYPE NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF WRIST AND AN OPERATING FORCE NOT EXCEEDING 5 LBS. SELF - CLOSING VALVES SHALL BE OF THE TYPE REMAINING OPEN FOR AT LEAST 10 SECONDS. C. CLEANOUTS - SHALL BE AS MANUFACTURED BY JOSAM, ZURN, OR EQUAL, AND SHALL BE INSTALLED AT ALL BENDS, ANGLES, AND ENDS OF ALL WASTE AND SEWER LINES, AS CALLED FOR ON THE DRAWINGS AND AS REQUIRED BY LOCAL CODES. ALL CLEANOUTS SHALL BE FLUSH WITH FINISHED FLOOR TO GRADE, AND IN ALL CASES, SHALL BE PROVIDED WITH SUFFICIENT SPACE FOR RODDING. D. FLOOR DRAIN - AS IDENTIFIED ON PLANS. CAST IRON DRAIN WITH NICKEL - BRONZE ADJUSTABLE STRAINER; INSIDE CAULK. OUTLET AND CLAMPING DEVICE WHERE REQUIRED. PROVIDE WITH TRAP PRIMER TAP AND TRAP PRIMER WHERE INDICATED. E. WATER HEATER - MANUFACTURER AS IDENTIFIED ON PLANS. REFER TO PLUMBING DRAWING TO DETERMINE IF NEW WATER HEATER IS A TANK TYPE OR IS OF THE INSTANTANEOUS VARIETY. PROVIDE R -10 INSULATION UNDER TANK. NOTE: OWNER'S GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION OF ALL TOILET ACCESSORIES INCLUDING MATERIALS A. SANITARY SEWER - CAST IRON OR COPPER PIPING MAY BE USED EXCEPT THAT ALL PIPING BELOW GRADE SHALL BE CAST IRON. VENTS TWO INCHES (2 ") IN SIZE AND SMALLER MAY BE EITHER SCHEDULE 40 GALVANIZED STEEL OR COPPER PIPING. B. DOMESTIC WATER AND HOT WATER PIPING TO BE COPPER TYPE "L" INSULATED WITH ARMAFLEX OR EQUIVALENT INSULATING TO A THICKNESS OF 1". C. GAS PIPING (WHEN REQUIRED) SHALL BE BLACK STEEL SCHEDULE 40 WITH SCREWED FITTINGS. PIPING A. PIPING AND FITTINGS SHALL BE OF THE WEIGHTS AND TYPES SHOWN ON DRAWINGS. SIZES SHOWN ON ON DRAWINGS ARE NOMINAL PIPE SIZES. B. ALL PIPING SHALL BE INSTALLED PARALLEL TO, OR AT RIGHT ANGLES WITH THE BUILDING WALLS AND PARTITIONS AND SHALL BE INSTALLED WITH THE PROPER PITCH. C. ALL PIPING SHALL BE UPENDED AND POUNDED TO REMOVE ANY FOREIGNER PRESENT AND SHALL BE SWABBED IF NECESSARY. PREPARING PIPE A. SCREWED PIPE SHALL BE INSTALLED WITH PIPE COMPOUND APPLIED TO THE MALE THREAD WITH NOT MORE THAN TWO THREADS LEFT EXPOSED. PIPE SHALL BE REAMED AFTER THREADING. B. BELOW GRADE SANITARY PIPING SHALL BE CAST IRON PIPE AND SHALL BE INSTALLED WITH ONE THIRD OF THE HUB CAULKED WITH FIRST QUALITY OAKUM, AND THE REMAINDER FILLED WITH FIRST QUALITY CAULKING AT ONE POURING AND CAULKED TIGHT. C. COPPER JOINTS SHALL BE MADE UP WITH 95 -5 SOLDER. HANGERS AND SUPPORTS HORIZONTAL PIPING SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED 10' -0" WITH SWIVEL SPLIT PIPE HANGERS EQUAL TO CRANE #199F OR GRINNELL #104. VERTICAL PIPING SHALL BE SUPPORTED BY MEANS OF WROUGHT IRON CLAMPS SUSPENDED FROM THE UNDER- SIDE OF STRUCTURE WITH HANGER RODS. VALVES ALL VALVES SHALL BE BRASS AND MANUFACTURED BY CRANE, NIBCO, STOCKHAM, LUNKENHEIMER, NORDSTROM, GRINNELL OR EQUAL. ROUGH -INS FOR SECOND LEVEL STORES, THE GENERAL CONTRACTOR SHALL ROUTE ALL LINES REQUIRED FOR PLUMBING ROUGH -INS TIGHT AGAINST THE UNDERSIDE OF THE SECOND FLOOR LEVEL WITH ALLOWANCE FOR SLOPE. SECOND FLOOR SLAB SHALL BE CORE DRILLED AS REQUIRED TO INSTALL THESE ITEMS AT THE LOCATIONS SHOWN ON THE PLANS. COORDINATE WITH LOWER LEVEL TENANTS. TESTING AND ADJUSTING CONTRACTOR SHALL DEMONSTRATE OPERATION OF SYSTEM TO FULL SATISFACTION OF TENANT, SHALL BALANCE AIR FLOW IN ACCORDANCE WITH AIR QUANTITIES ON DRAWINGS AND SHALL RECORD VOLUME READINGS IN ACCORDANCE WITH ASHRAE AND PROVIDE SAME TO TENANT. OPERATION AND MAINTENANCE DOCUMENTATION MUST BE PROVIDED TO THE OWNER THAT INCLUDES AT LEAST THE FOLLOWING INFORMATION: A. EQUIPMENT CAPACITY (INPUT AND OUTPUT) AND REQUIRED MAINTENANCE ACTIONS. B. EQUIPMENT OPERATION AND MAINTENANCE MANUALS. C. HVAC SYSTEM CONTROL MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS, SCHEMATICS, AND CONTROL SEQUENCE DESCRIPTIONS; DESIRED OR FIELD - DETERMINED SET POINTS MUST BE PERMANENTLY RECORDED ON CONTROL DRAWINGS, AT CONTROL DEVICES, OR, FOR DIGITAL CONTROL SYSTEMS, IN PROGRAMMING COMMENTS. D. COMPLETE NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE. ALL PIPING SHALL WITHSTAND AIR PRESSURE TESTING PER GOVERNING PLUMBING CODE. GUARANTEE ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF ACCEPTANCE. THE COMPLETED PLUMBING SYSTEM SHALL BE FULLY OPERATIONAL AND ACCEPTANCE BY TENANT SHALL BE A CONDITION OF THIS CONTRACT. ALL WORK FOUND TO BE DEFECTIVE SHALL BE REPAIRED OR REPLACED BY THIS SUBCONTRACTOR WITHOUT ADDITIONAL COST TO THE TENANT. MECHANICAL TEMPORARY SERVICES THE CONTRACTOR SHALL PROVIDE THE FOLLOWING SPECIFIC ITEMS: A. TELEPHONE -- THE TENANT'S GENERAL CONTRACTOR SHALL INSTALL JOB SITE TELEPHONE AND NOTIFY TENANT AS LISTED ON PLANS OF THE TELEPHONE NUMBER AND NAME OF THE SUPERINTENDENT. B. TEMPORARY WATER -- WATER REQUIRED IN THE PERFORMANCE OF CONTRACT SHALL BE PROVIDED AND PAID FOR BY THE CONTRACTOR. WATER USED FOR HUMAN CONSUMPTION SHALL CONFORM TO REQ- UIREMENTS OF STATE AND LOCAL AUTHORITIES FOR POTABLE WATER. C. TEMPORARY ELECTRICITY - TEMPORARY ELECTRIC SERVICE REQUIRED IN THE PERFORMANCE OF THE CONTRACT SHALL BE FURNISHED AND PAID FOR BY THE CONTRACTOR WHO SHALL FURNISH, INSTALL, AND MAINTAIN ALL TEMPORARY OVERHEAD CONSTRUCTION, METERS, DROPS, AND OTHER WIRING AND FITTINGS FOR BOTH LIGHT AND POWER AT LOCATIONS REQUIRED IN THE WORK AND SHALL BEAR THE COST OF MAKING THE SERVICE CONNECTIONS. BEFORE FINAL ACCEPTANCE, TEMPORARY ELECTRICAL SERVICE FACILITIES INSTALLED BY THE CONTRACTOR SHALL BE REMOVED AND THE SERVICE CONNECTIONS DISABLED IN AN ACCEPTABLE MANNER. D. TEMPORARY HEAT - WHEN REQUIRED FOR PROPER INSTALLATION AND /OR PROTECTION OF ANY PORTION OF THE WORK, THE CON- TRACTOR SHALL FURNISH AND INSTALL TEMPORARY HEATING UNITS AS APPROVED BY LANDLORD OR LOCAL AUTHORITY. E. COST OF LANDLORD PROVIDED UTILITY SERVICES - IF LANDLORD ELECTS TO PROVIDE TEMPORARY UTILITY SERVICES, THE CONTRACTOR WILL BE SO INFORMED BY THE TENANT. THE CONTRACTOR SHALL MAKE PROVISIONS OR COORDINATE WITH LANDLORD'S GENERAL CONTRACTOR TO PAY THE COST OF TEMPORARY CONSTRUCTION AND UTILITY SERVICES. NOTE FOR GENERAL CONTRACTOR; IT IS THE RESPONSIBILITY OF THE TENANT'S GENERAL CONTRACTOR TO MAKE USE OF APPLICABLE NOTES AND SPECIFICATIONS LISTED ON THIS SHEET AS THEY MAY PERTAIN TO THE SPECIFIC JOB. JUN - 8 2004 E gU PERMIT CENTEre ko PLUMBING FIXTURE SCHEDULE FIXTURE DATA CONNECTION DATA REMARKS FIXTURE QTY. MFG. CATALOG NO. COLOR SOIL SIZE VENT SIZE TRAP WATER COLD HOT WATER CLOSET 1 *CRANE 31054 WHITE 4" 2" 2" 1 ___ WHITE OPEN HINGED SEAT, RIGHT HAND TRIP LEVER MODEL #3549 LAVATORY 1 *CRANE IH -364 -H WHITE 1 1 / 1 „ 1 / 1 " 1 / 1 " / 1 „ 1 PO VITREOU -UP S 23 CHINA "x21 " F L R O A I N R 1 *JOSAM 30000 -S -Z --- 3" 2" 3" - -- - -- w /6" STRAINER PRIMTRAP 1 *WATTS A200S /LF --- - -- ----- - --- %" - -- "LOW FLOW" MODEL NEW PLUMBING RXTURE CALCULATIONS PLUMBING FIXTURE SANITARY FIXTURE QUANTITY SANITARY FIXTURE UNIT EA. SANITARY FIXT. UNIT TOTAL VENT SIZE EACH C.W. F.U. EACH C.W. F.U. TOTAL WATER CLOSET 1 4 4 2" 2.5 2.5 LAVATORY 1 1 1 1 " 1 1 FLOOR DRAIN 1 2 2 2" - - TRAP PRIMER 1 - - 2" % X TOTALS SERVICE CONNECTION SIZE 7 - 4 SAN. VENT C.W. 4" 4" 3/4" WATER HEATER SCHEDU PLUMBING SYMBOLS MFR. SANITARY SEWER LINE T.P.R.V. TEMPERATURE PRESSURE RELIEF VALVE SAN. - V VENT LINE P.O.C. POINT OF CONNECTION *I N-SIN K-ERATOR COLD WATER SUPPLY LINE LAV. LAVATORY - 115 HOT WATER SUPPLY LINE W.C. WATER CLOSET SHUT -OFF VALVE A.F.F. ABOVE FINISHED FLOOR D4 BACKFLOW PREVENTER W.H. WATER HEATER N V.T.R. VENT THRU ROOF W.C.O. WALL CLEAN OUT C.I. CAST IRON F.D. FLOOR DRAIN WATER HEATER SCHEDU PLAN TAG MFR. MODEL # CAPACITY RECOVERY WATTS VOLTS PHASE TEMP. RISE WH -1 *I N-SIN K-ERATOR UWL 0.5 GAL. 6.25 GPH 750 115 1 60" F 1/2" CW TO TRAP PRIMER CAST IRON FLOOR DRAIN • . 5LB. LEAD FLASHING SHALL BE FORMED TO CHIPPED CONCRETE WITH A POSITIVE SLOPE TO CLAMP DEVICE. PROVIDE NON - SHRINK SPOUT UNDER LEAD FLASHING AS REQUIRED TO FACILITATE POSITIVE SLOPE (ANY FLASHING MATERIALS OTHER THAN LEAD IS UNACCEPTABLE. MINIMUM WIDTH OF FLASHING SHALL BE 24 "). ADJUSTABLE STRAINER CORE DRILL 10 "o AND 4 "0 HOLES THREADED OR CAULK OUTLET OUTLET FINISH FLOOR SLOPE TO DRAIN P -...• Q . . NOTE; THE GENERAL CONTRACTOR SHALL PROVIDE A ONE PIECE WATER PROOF MEMBRANE FLOOR AND BASE IN THE TOILET ROOM(S). FLOOR DRAIN WITRAP PRIMER SCALE NOM ROOFI NG SHEET LEAD FLASHING MOP -IN WITH ROOFING MATERIAL 12" (MIN.) -,. SLEEVE ROOF CONSTRUCTION AS REQUIRED TURN LEAD DOWN INTO STACK • z ROOF STRUCTURE INCREASE AS REQUIRED VENT THROUGH ROOF DETAIL CHROME WALLCOVER AND SCREW 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE I-I 1 I- _;,III ii 1-� �- iii -i i � -1 1- =i11411.-,111m11 WALL CLEANOUT DETAIL I SCALE NOM MAY EXTEND AS WASTE OR VENT PLUGGED TEE w/ CLEANOUT FLOOR LINE 1/8 BEND WASTE LINE LENGTH TO SUIT WASTE LINE STONE BASE PIPE HANGER DETAIL SCAB NOME PIPE INSULATION INSULATION SHALL BE RUN CONTINUOUS THRU HANGERS INSULATION PROTECTION SHIELD. USE 16 GAUGE SHEET STEEL, 2 PIPE DIAMETERS LONG, 120 DEGREES SUPPORT, OR GRINNEL FIGURE 167. MIN. 1 -1 /8 "o HOLE NEEDED FAUCET 4, 5 1/2" I17 r I I Mir J 3 FT. POWER CORD. cc FLOW BLUE �` FLOW A I B 0 J AIR VENT 3/4" MIN. DIA. HOLE NEEDED BAC K FLOW VALVE 3/16" UNION THERMOSTAT ADJUSTMENT DRAIN WATER SUPPLY INSTANTANEOUS WATER HEATER SCALE NONE PLUMBING KEYED NOTES 0 O NEW IN- SINK - ERATOR MODEL "UWL" INSTANTANEOUS WATER HEATER, 750 WATTS, 115V, .5 GAL. 6.25 GPH CAPACITY. COORDINATE WITH ELECTRICAL CONTRACTOR. REFER TO DETAIL. Q NEW HANDICAPPED WATER CLOSET SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. REFER TO SCHEDULE FOR ADDITIONAL INFORMATION. O NEW HANDICAPPED LAVATORY SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. REFER TO SCHEDULE FOR ADDITIONAL INFORMATION. ® LANDLORD'S EXISTING COLD WATER STUB -IN. FIELD VERIFY EXACT LOCATION AND SIZE. Q LANDLORD'S EXISTING SANITARY SEWER STUB -IN. FIELD VERIFY EXACT LOCATION AND SIZE. 0 NEW 4" VENT THRU ROOF. COORDINATE EXACT LOCATION WITH LANDLORD. REFER TO DETAIL. 0 NEW 3" FLOOR DRAIN. REFER TO SCHEDULE AND DETAIL FOR ADDITIONAL INFORMATION. 0 NEW WATTS MODEL #A220S /LF (OR APPROVED EQUAL) TRAP PRIMER SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. REFER TO DETAIL AND SCHEDULE FOR ADDITIONAL INFORMATION. Q NEW 4" WALL CLEAN OUT. REFER TO SANITARY RISER DIAGRAM AND DETAIL FOR ADDITIONAL INFORMATION. * OR APPROVED EQUAL PLUMBING CONTRACTOR'S NOTE ALL OF THE PLUMBING /PIPING WORK IS NOT NECESSARILY SHOWN OR NOTED ON THESE DRAWINGS. THE CONTRACTORS SHALL VISIT THE JOB SITE AND FIELD VERIFY ALL EXISTING CONDITIONS RELATED TO THE WORK PRIOR TO BIDDING. THOSE ITEMS NOT SHOWN OR NOTED BUT WHICH ARE DEEMED NECESSARY FOR REMOVAL OR RELOCATION BY OWNER OR HIS REPRESENTATIVE SHALL BE PART OF HIS CONTRACT. THE SUBMISSION OF THE PROPOSALS SHALL BE CONSIDERED EVIDENCE THAT THE CONTRACTORS HAVE VISITED THE SITE. NO EXTRA PAYMENTS WILL BE ALLOWED THESE CONTRACTORS ON ACCOUNT OF EXTRA WORK MADE NECESSARY BY HIS FAILURE TO VISIT THE JOB SITE. * OR APPROVED EQUAL NOTE ALL NEW HOT AND COLD WATER LINES SHALL BE INSULATED PLUMBING PLAN SCALE yr -ro 0.5 GPM FLOW CONTROL NOTE; ALL NEW VENT PIPING PASSING THROUGH CEILING PLENUM AREA SHALL BE CAST IRON. 3/4'■,t NEW 4" W.C.O. W.G. 4 " 1 1/2 V NEW 4" V.T.R. COORDINATE EXACT LOCATION WITH LANDLORD. 4" J 1/2 L 3/4 INSTANTANEOUS WATER HEATER ' -1 /2" C.W. TO FLOOR DRAIN FROM L WATER RISER DIAGRAM SCALE NONE .'I �� -2"V 11/2"v 2"V r' 2 "V 1 LAV. Ir LANDLORD'S EXIST. C.W. STUB -IN. FIELD VERIFY EXACT SIZE AND LOCATION. PROVIDE ISOLATION VALVE (IF REQ' 3 -WAY VALVE 4" \— LANDLORD'S EXIST. SANITARY STUB -IN. FIELD VERIFY EXACT SIZE AND LOCATION. 1/2" C.W. TO F.D. FLOOR DRAIN FROM TP SANITARY RISER DIAGRAM SCALE NOM �. RECF:, TED JUN - $ S PERM1 CENT AND A . -- VAL k - �D