The URL can be used to link to this page

Home My WebLink AboutPermit D07-431 - MICHAELS - TENANT IMPROVEMENTMICHAELS 17400 SOUTHCENTER PY D07.431 Parcel No.: 2623049110 Address: 17400 SOUTHCENTER PY TUKW Suite No: Cityf Tukwila Tenant: Name: MICHAELS Address: 17400 SOUTHCENTER PY , TUKWILA WA Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.cttukwila.wa.us Owner: Name: HEITMAN Address: 191 N WACKER DR STE 2500 , CHICAGO IL 60606 Phone: Contact Person: Name: ERIC KOCH Address: 2150 N 107 ST SUITE 501 , SEATTLE WA 98133 Phone: 206 -361 -1358 Contractor: Name: BOBBY CASTLE CORPORATION Address: 519 TRADESMEN'S PARK DR , HUTTO TX 78634 Phone: 512 846 -1998 Contractor License No: BOBBYCC088PT DEVELOPMENT PERMIT Permit Number: D07 - 431 Issue Date: 02/04/2008 Permit Expires On: 08/02/2008 Expiration Date: 11/02/2008 DESCRIPTION OF WORK: TENANT IMPROVEMENT: DEMO EXISTING INTERIOR WALLS, CONSTRUCT NEW ROOMS, LIGHTING. KEEP EXISTING RESTROOMS AND LUNCH ROOM Value of Construction: $375,000.00 Fees Collected: $5,186.29 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2006 Type of Construction: V - B Occupancy per IBC: 0019 * *continued on next page ** doc: IBC-10 /06 D07 -431 Printed: 02 - 04 - 2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Thee: 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: Storm Drainage: Street Use: Profit: N Water Main Extension: Private: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and e governing this work will be complied Signature: City aTukwila 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 N Permit Number: D07 -431 Issue Date: 02/04/2008 Permit Expires On: 08/02/2008 Date: The granting of this permit does not • resume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the pe orized to sign and obtain this development permit. Date: Public: Non - Profit: N Public: I li t ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. Print Name: i �� ,5j 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 -431 Printed: 02 -04 -2008 Parcel No.: 2623049110 Address: 17400 SOUTUCENTER PY TUICW Suite No: Tenant: MICHAEIS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D07 -431 Status: ISSUED Applied Date: 11/26/2007 Issue Date: 02/04/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents'shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: Readily accessible access to roof mounted equipment is required. 8: 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. 9: All wood to remain in placed concrete shall be treated wood. 10: 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. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 13: Manufacturers installation instructions shall be available on the job site at the time of inspection. 14: A Certificate of Occupancy shall be issued for this building upon final inspection approval by Tukwila building inspector. 15: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. doc: Cond -10/06 D07 -431 Printed: 02 -04 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 17: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 18: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 19: 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. 20: ** *FIRE DEPARTMENT CONDITIONS * ** 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 22: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 23: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 nun) 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 nun). (IFC 906.7 and IFC 906.9) 24: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 25: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 26: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4-3, 4-4) 27: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 28: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 29: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC doc: Cond -10/06 D07 -431 Printed: 02 -04 -2008 1008.1.8.1) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 30: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 31: Exits and exit access doors shall be marked by an approved exit 'sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 32: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 nun) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 nun) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.6 nun). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 33: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 34: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 35: .Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 36: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 37: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 38: 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) 39: 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. 40: Local U.L. central station supervision is required. (City Ordinance #2051) 41: 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) 42: 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 doc: Cond -10/06 D07 -431 Printed: 02 -04 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 104.2) 43: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 44: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 45: 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 (12.7nun). (IFC 505.1) 46: 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. 47: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 48: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 49: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 50: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. * *continued on next page ** doc: Cond -10/06 007 -431 Printed: 02 -04 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: doc: Cond -10/06 Print Name: Date: - tT 007 - 431 Printed: 02 -04 -2008 Site Address: Tenant Name: Name: CITY OF TUKWIL/ Community Developme" Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us 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 ** SITE LOCATION 1 souThc-l=i..1 ?K n Property Owners Name: K 1 M Gv 'P.£/ L1 Mailing Address: 3 6'35 FAc.T0c-1 As s L'J7 5.5- 4 42-0 CONTACT PERSON - who do we contact when your permit is ready to be issued c_ K oc_t-'r Mailing Address: 2 l5 0 L1. t 0 141 5- 9 501 E -Mail Address: e G I ?" 1 C- 1 7 CoM GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: 'PO Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: ' P i s r ' - T N - S / 1 c 4 ? - 4 H (1 1-u L 4 c 2 V . S t & i 1./ 4 I ) i - Mailing Address: 2 -t 5 O L). 1 0 1 . S� . S Co I S -v.'s2c 14 k- ' 13 3 City State Zip Day Telephone: -06) 3 62 1 (3 5 8 Fax Number: 2 £P 3 Co 1 t 1 Cod Contact Person: E -Mail Address: Company Name: Mailing Address: tig-k C H- t= 'PksVG i .c-o1 t'i0 9TZ. )C Mtve S. Contact Person: E -Mail Address: Q:WpplicationsWorns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bb Building Perr - .-olo. 1 3 1 Mechanical Permit No. 1 S 3 Plumbing/Gas Permit No. Public Works Permit No. ]]'I�y, Project No. 1 `4 2 (For office use only) King Co Assessor's Tax No.: 2 't 6 Suite Number: Floor: 4 el:AA.19 New Tenant: 121, Yes ❑ .. No $ LI.EVU City City IA A, g $ocCp State Zip Day Telephone: 2 - 5C.a 1 13 51 SE (r1L t4/ ° )8 I33 State Zip Fax Number: 243Co 362 1 1 1•C0 State Zip City Day Telephone: Fax Number: Expiration Date: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record State Zip City Day Telephone: Fax Number: Page 1 of 6 BUILDING PERMIT INFORM ' '''ION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 315. Oak, 6 0 Scope of Work (please provide detailed information): "D'✓KO t S11 N4 VI-Et-TVA c-krC rA-Vri Art V-coll 5 . co N sT u c'A I46'• boa P4 5 1' t c Prti LPNM -- Drt.. kf L C'Q-cc t Lc G (->11 N4 , Q,oct >;t-r rf tit S1A'FS , - - r 19-1 a/4 yD -eo •45 '-co-1 Will there be new rack storage? jgt Yes Existing Building Valuation: $ ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: t, 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. Q:Wpphcations\Porms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bb Page 2 of 6 Existin ' Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 2$, 3 (.P b D e, s l'¢`~'Y V D 01./L1mtk-p r 2 Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport . Covered Deck Uncovered Deck BUILDING PERMIT INFORM ' '''ION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 315. Oak, 6 0 Scope of Work (please provide detailed information): "D'✓KO t S11 N4 VI-Et-TVA c-krC rA-Vri Art V-coll 5 . co N sT u c'A I46'• boa P4 5 1' t c Prti LPNM -- Drt.. kf L C'Q-cc t Lc G (->11 N4 , Q,oct >;t-r rf tit S1A'FS , - - r 19-1 a/4 yD -eo •45 '-co-1 Will there be new rack storage? jgt Yes Existing Building Valuation: $ ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: t, 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. Q:Wpphcations\Porms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bb Page 2 of 6 PERMIT APPLICATION NOTE'S'- Applicable to all permits in this apiication Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: n- C 1 Mailing Address: 2 4 SO Li. 101 ST S1 901 Se-PM-LC t-kfc (3 3 City State Zip Date Application Expires: s h'' - 1 O Date Application Accepted: l' - . Q:Wpplications\Fonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date: • Z CQ • 01 Day Telephone: (P 1 t3 6 Staff Initial Page 6 of 6 Parcel No.: 2623049110 Permit Number: D07 -431 Address: 17400 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 11/26/2007 Applicant: MICHAELS Issue Date: Receipt No.: R08 -00294 Initials: JEM User ID: 1165 Payee: BOBBY CASTLE CONSTRUCTION TRANSACTION LIST: Type Method Description Amount Payment Check 29547 3,144.98 ACCOUNT ITEM LIST: Description City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 RECEIPT Account Code Current Pmts Total: $3,144.98 Payment Amount: $3,144.98 Payment Date: 02/04/2008 10:57 AM Balance: $0.00 3,140.48 4.50 8019 02/04 9710 TOTAL 3144.98 doc: Receiot -06 Printed: 02 -04 -2008 Payee: MICHAELS STORES TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: Permit Number: D07 -431 Address: 17400 SOUTHCENTER PY TUI{W Status: PENDING Suite No: Applied Date: 11/26/2007 Applicant: MICHAELS Issue Date: Receipt No.: R07 -02577 Payment Amount: 62,041.31 Initials: WER Payment Date: 11/26/2007 03:07 PM User ID: 1655 Balance: 63,144.98 Amount Payment Check 30002768 2,041.31 Account Code Current Pmts 000/345.830 2,041.31 Total: $2,041.31 5343 11/26 9710 TOTAL 2478.38 doc: Receiot -06 Printed: 11 -26 -2007 COMMENTS: Type of Inspect F? A ir -A ,L5 Address: 0400 gcci Jo_ AtD ate Called: A; T 60 A—piet-c- Special Instructions: / Date Wanted: p.m. per Phone No m As(( J JO r( - C--.0 1,,f,T4 k J ».v c 11464^ p( A e All. A il f, ei /),),)r 4../ C b/ - , . . - - , 1 A 1 /1 Project: Al (-FAA (45 Type of Inspect F? A ir -A ,L5 Address: 0400 gcci Jo_ AtD ate Called: I Special Instructions: / Date Wanted: p.m. Requester: Phone No PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Inspector $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: INSPECTION RECORD Retain a copy with permit El Corrections required prior to approval. 'Date: 44/ Projeyt:. : , (J 1 Type of Ins_pectigp: 4 Addres : - 1 5,JcJ air— D e C Iled: (,./ Special Instructions: Date Want d: 2 z ., ��m. 1 a. gf, P m Requester: Phone No: INSPECTION RECORD Regain a copy with permit 00'7-43 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Ei Corrections required prior to approval. COMMENTS: 1 Inspor: IDater - Z- ) k' J $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: !Date: Project:, m i'c 467 c t s , Type- of. Inspection: A ! t !• //e 45' Address: /7ypp Suite #: Se›.--4- ti Contact Person: Special Instructions: Permits: Phone No.: si — 6e9 — G ?LI Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: , Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD` Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 PERMIT NUMBERS 206 - 575 -4407 �Y Approved per applicable codes. I I Corrections required prior to approval. .' COMMENTS: 1;41 v -rte c / 5 d �. � je> r rp-p, fC fps/ cvwc - Fe 4cl Gi 44 l i` dti A)) Ai`s Z-1 Inspector: 54) 5,$ Date: Sig Oe Hrs.: $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 T.F.D. Form F.P. 113 COMMENTS: Type of Inspection: F, r Address: i 7 Hvvt/ S�..th r«+ ,, t, P -e w Suite #: Contact Person: Special Instructions: • Phone No.: /- Sl2 air, - Cl`/? Permits: Occupancy Type: V 7 's f r..L 4-1 b?)9i ✓1 519 s 1) F, / l,--,,-e- p74-e- I &✓Yl - ., .; fir 4 .s 3 1 4,7, - f /o' ./> S ' V `4 // C ?-r x.4,c.C. ctr.. /i . f4! / j,,S cipt /l;i¢io/ei. Project: i'?) J c h «i ! s Type of Inspection: F, r Address: i 7 Hvvt/ S�..th r«+ ,, t, P -e w Suite #: Contact Person: Special Instructions: • Phone No.: /- Sl2 air, - Cl`/? Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 7 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Da7_y3/ Ofl - F- 163 PERMIT NUMBERS Wa. 98188 206 -575 -4407 ff Approved per applicable codes. I I Corrections required prior to approval. Inspector: 1/4 5( A ) 57 5 Date: SNGwd' Hrs.: $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 ter 1':. S, <• �.�T 57 AP T.F.D. Form F.P. 113 Project: 01 r c li t� -e i 5 Sprinklers: Type of Inspection: P 67424 172Ui7: / , ..-I Address: / 7Lj' 5c..pixl C € 4-4 Suite #: Pi/ 1 y'. Contact Person: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: S INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 u' Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT p - X13! PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: hit/4 I '-'4 f, �� lc .�., J r ie Inspector: _ j,) Date: y L b ? Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. CaII to schedule a reinspection. Word /Inspection Record Form.Ioc 1/13/06 T.F.D. Form F.P. 113 Project: iili• hc,e /s Sprinklers: Type of Inspection: _5;0/04 )//evt-/r A c. l Address: 1 7-Joe s c. Suite #: "il w y. Contact Person: Gies ,•-) Special Instructions: Occupancy Type: - Phone No.: 2 X53 S ^`ye 58,0 Needs Shift Inspection: _, .- Sprinklers: Fire Alarm: Hood & Duct: Monitor: i Pre -Fire: Permits: Occupancy Type: - INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575- Approved per applicable codes. Word /Inspection Record Form.Doc• 1/13/06 ,D7? `J / OE -S PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: Sp(,'n lev t) Kr / a '(' 741 41.9 2 • S 714,43 Inspector: 5 ci S Date: vglot Hrs.: / $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: Sprinklers: Type of Inspection:r ' `' F % /I/ 4.7,7 /c s / Address: / 7yoo s.r. Suite #: J :; , 4 14A, w , 13T elu b1, p I-G-1 L Ob irsY r- /,/ 7 S 1 Monitor: 5 -re b -r 5 ( - ..5,:i 6 Pre -Fire: 1"3„4 - £i, 1 / 17 /ter:( (. / , 2,6. 7 Permits: F;4 d a .%ice. sti.5 Occupancy Type: 5 A i , , , g ,•,/f )fl /)/. -G.-t cd, I- 4I1 P,,,! ) 60X-es &I I / a fie- i' ✓, f l ..4 i - b F il'1 , f p/c. Project: rY) , c ha l s Sprinklers: Type of Inspection:r ' `' F % /I/ 4.7,7 /c s / Address: / 7yoo s.r. Suite #: 1 Contact Person: 3 3 G•�4.1we. Special Instructions: Monitor: Phone No.: 1- Y2S 7 - /v s Needs Shift Inspection: Sprinklers: ye 5 Fire Alarm: n')c/ha� Hood & Duct: Monitor: V, .ra,.:4.G Jr«/ I ,. 4 Pre -Fire: Permits: Occupancy Type: M INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 . 206- 575 -4407 ✓I Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 0 a - 4/3 / ©8r -F - /Q3 PERMIT NUMBERS Corrections required prior to approval. Inspector: 5 S J> Date: y /a /o S Hrs.: 2 — gi $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. T.F.D. Form F.P. 113 h �/ COMMENTS: Sprinklers: Type /I,/ f Inspection: Address: / 7c/ex ) 5 . c . Suite #: i'e t-- Contact Person: ( 4.6,; Special Instructions: "--) Phone No.. ;sj - 5 c(O - S b 1 d 1' TA "D'" eI,a ,) /, ,tee P-- E;alz.c1• TO AEI be 4,v(1,........ pc- I - : (J 5 , 2 . -P. b c 1.--oc k c,,m ,k) - Pe 3 . kl n D 1- 4-0.∎ S ±o L. , r-? CA r. - « bc. -tt S i 0 ' l'O &o L CY a ∎ O 1.200 I, ( f- Project: pi .c I P‘,21 ' S Sprinklers: Type /I,/ f Inspection: Address: / 7c/ex ) 5 . c . Suite #: i'e t-- Contact Person: ( 4.6,; Special Instructions: "--) Phone No.. ;sj - 5 c(O - S b 1 d Needs Shift Inspection: rJ Sprinklers: Fire Alarm: k Hood & Duct: "--) Monitor: Pre -Fire: Permits: pc- Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Word /Inspection Record Form.Doc 1/13/06 `b? L13I PERMIT NUMBERS R .Corrections required prior to approval. Inspector: Date: ;A � , d Hrs.: ( $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: Sprinklers: Fire Alarm: Type of Insp ction: Covea ) 4vDee, Address: I ` , q0, Suite #: s. c . #2MP Contact Person: C ,` of Special Instructions: Phone No a l D g5 0 %v= FIN! s1 a--I() esr 1 1tS 1, l'r D bg — ro Lam) o I, S.1,} Co +.N fi ? `[`a PA-to f p,pe ; r/ t,i94- s ,c) c4 5�4c r�- -'M ' ok 1,04 5 t sic)f Project:. PI % P,-e) Sprinklers: Fire Alarm: Type of Insp ction: Covea ) 4vDee, Address: I ` , q0, Suite #: s. c . #2MP Contact Person: C ,` of Special Instructions: Phone No Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: ■ INSPECTION NUMBER ri Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 og- s- oc2 CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 .corrections required prior to approval. $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 Inspector: Date: 2 - , P - 6 1 - 6 6 Hrs.: a_ Project: Iv\ , e t-k a L.'s, Sprinklers: Type of Inspection: Sep. 1Nat_u 2_- Address: ) 9 II oU , Suite #: < < e, C onta ct Perm• ' tv t S1 Special Instructions: Occupancy Type: Phone No.: �S- cwt - g035 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT pproved per,applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 T203- H31 ._ 00 -S -023 PERMIT NUMBERS r Park East, Tukwila, Wa. 98188 206- 575 -4407 I I Corrections required prior to approval. COMMENTS: \. LLD S xv\ p 5 — $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e ity of Tukwila Finance Department. CaII to schedule a reinspection. T.F.D. Form F.P. 113 Project Info Project Address Michaels Date 11/16/2007 Parkway Super Center For Building Department Use Tukwila, WA Applicant Name: Nick Schultz Applicant Address: 8325 Lenexa Drive, Lenexa, ICS 66214 Applicant Phone: 913 -742 -5000 Project Summary PRJ -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms 1 l` , c 2006 Washington State Nonresidential Energy Code Compliance Form FILE COPY Permit o. 1,...�.- (-, r �` � �. s � r � ► t ( -Te "; and omissions. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 4 2008 iron A Ci rf Of Tu ila B IL ING ©PVISION X07 -'-131 Revised July 2007 RECEIVED NOV 2 6 2007 -ERMIT CENTS - Location (floor /room no.) Occupancy Description Allowed Watts per ft Area in ft Allowed x Area Sales Retail Sales Floor 1.56 18991.0 29626.0 Staging Storage 0.53 4125.0 2186.3 Rastroom Toilet 0.80 354.0 283.2 Corridor Corridor 0.80 268.0 214.4 Vestibule Corridor 0.80 131.0 104.8 Janitor Closet Closet 0.80 30.0 24.0 Offices office, Cash, Floral 1.00 826.0 826.0 Breakroom Break 1.00 420.0 420.0 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 33684 .6 Location v (floor /room no.) v v Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed sales 8' strip 199 114.0 22686.0 Sales 4' Strip 36 59.0 2124.0 Staging 8' Strip 38 114.0 4332.0 Rastroom 2'x4' Surface Flourescent 2 114.0 228.0 Vestibule 2'x4' Recessed Flourascant 2 114.0 228.0 Office Areas 2'x4' Recessed Flourescent 13 114.0 1482.0 Mach Room 4' Strip 1 59.0 59.0 Corridor 2'x4' Recessed Flourescent 6 114.0 684.0 Corridor 4' Strip 8 59.0 472.0 Breakroom 2'x4' Flourescent 8 114.0 912.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 33207.0 2006 Washington State Nonresidential Energy Code Compliance Form Interior Lighting Summary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address Michaels Parkway SuperCentar Tukwila, WA Applicant Name: Nick Schultz Applicant Address: 8325 Lenexa Drive, Lenexa, KS 66214 Applicant Phone: 913 - 742 -5000 Date 11/16/2007 For Building Department Use Project Description 0 New Building ❑ Addition ❑ Alteration ❑ Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option O Prescriptive ® Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Provosed Lighting Wattage Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) ar re ;t1 r. criteria as specified in Section 1530. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual max also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattiOit 2 "6 2007 current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. 'ERMMI F CENT &F. Use' LPA` (W /sf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) ' ' 1.0 Convention center 1.2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations 1.0 Cafeterias, fast food establishments restaurants/bars 1.3 Post office 1.1 Dormitory 1.0 Retail retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center .1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia ° , assembly spaces 1.0 Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel /motel 1.0 Warehouses ', storage areas 0.5 Hotel banquet/conference /exhibition hall''' 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 0.2 Laundries 1 . 2 Libraries 1.3 Plans Submitted for Common Areas Only' Manufacturing facility 1.3 Main floor building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: O Warehouses, storage areas or aircraft storage hangers O Other Qualification Checklist Lighting Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. Note: If occupancy type is "Other" and fixture Fixtures: answer is checked, the number of fixtures in (Section 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector the space is not limited by Code. Clearly 1521) or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T-8 lamps, and d) hard -wired elec- indicate these spaces on plans. If not tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. qualified, do LPA Calculations. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. Interior Lighting Summary (back) LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms -1 Unit Lighting Power Allowance ( LPA 2006 Washington State Nonresidential Energy Code Compliance Form Revised July 2007 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 w/ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter -height partitions (transparent or opaque). and lighting for free - standing display where the lighting moves with the display are exempt. An additional 1.5 w/ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling - mounted track or directly on or recessed into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures wit y of track attachment). tt 1 " F c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually installed. NOV 2' Z 007 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defirleAt r b - 1 1 EI computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (acc of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Project Info ProjAddres: Date 11/16/2007 Parkway SuperCenter For Building Department Use Tukwila, WA Name: Nick Schultz Appl. Name: 8325 Lenexa Drive, Lenexa, RS 66214 Appl. Phone 913 -742 -5000 Project Description ❑ Plans Included requirements. D New ❑ Addition ❑ Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option ® Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) Sensor • Efficacy > 60 Iumens/W • Controlled by motion • Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) • No changes are being made to the lighting & space use not changed. • ■ Less than 60% of the fixtures new, installed wattage not increased, g g g Allowed Watts Area (ft perimeter Allowed Watts Tradable Locations Description per ft or per If (If) or # of items x ft (or x If) Main Entry CANOPY LTG 30 W /LF of door wilt 1306.0 39180.0 Grounds Walkways >10' wide 0.2 W /ft2 3316.0 663.2 Allowed Watts Area (ft perimeter Allowed Watts Non - Tradable Locations Description per ft or per If (If) or # of items x ft (or x If) Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed VESTIBULE LIGHTS CAN LIGHTS 11 150.0 1650.0 REAR ET LIGHTS WALL PACKS 4 250.0 1000.0 REAR EYT LIGHTS NIGHT LIGHTS 3 70.0 210.0 Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed 1 Re r EC' 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary LTG -EXT le Maximum Allowed Lihtin Watta Tradable Provosed Lighting Wattage Total Proposed Watts may not exceed Total Allowed Watts for Exterior Non - Tradable Maximum Allowed Lighting Wattage Non - Tradable Proposed Lighting Wattage Proposed Watts may not exceed Allowed Watts for Category al Nroposeo watts Revised July 2007 otal Allowe o wausi 39843.2 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. 2860.0 NOV 2 6 2001 PERMIT GEffl Allowed Watts Area (ft perimeter Allowed Watts Non - Tradable Locations Description per ft or per If (If) or # of items x ft (or x If) Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed VESTIBULE LIGHTS CAN LIGHTS 11 150.0 1650.0 REAR ET LIGHTS WALL PACKS 4 250.0 1000.0 REAR EYT LIGHTS NIGHT LIGHTS 3 70.0 210.0 Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed 1 Re r EC' 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary LTG -EXT le Maximum Allowed Lihtin Watta Tradable Provosed Lighting Wattage Total Proposed Watts may not exceed Total Allowed Watts for Exterior Non - Tradable Maximum Allowed Lighting Wattage Non - Tradable Proposed Lighting Wattage Proposed Watts may not exceed Allowed Watts for Category al Nroposeo watts Revised July 2007 otal Allowe o wausi 39843.2 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. 2860.0 NOV 2 6 2001 PERMIT GEffl Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed VESTIBULE LIGHTS CAN LIGHTS 11 150.0 1650.0 REAR ET LIGHTS WALL PACKS 4 250.0 1000.0 REAR EYT LIGHTS NIGHT LIGHTS 3 70.0 210.0 Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed 1 Re r EC' 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary LTG -EXT le Maximum Allowed Lihtin Watta Tradable Provosed Lighting Wattage Total Proposed Watts may not exceed Total Allowed Watts for Exterior Non - Tradable Maximum Allowed Lighting Wattage Non - Tradable Proposed Lighting Wattage Proposed Watts may not exceed Allowed Watts for Category al Nroposeo watts Revised July 2007 otal Allowe o wausi 39843.2 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. 2860.0 NOV 2 6 2001 PERMIT GEffl Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed 1 Re r EC' 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary LTG -EXT le Maximum Allowed Lihtin Watta Tradable Provosed Lighting Wattage Total Proposed Watts may not exceed Total Allowed Watts for Exterior Non - Tradable Maximum Allowed Lighting Wattage Non - Tradable Proposed Lighting Wattage Proposed Watts may not exceed Allowed Watts for Category al Nroposeo watts Revised July 2007 otal Allowe o wausi 39843.2 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. 2860.0 NOV 2 6 2001 PERMIT GEffl 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form Exterior Lighting Summary LTG -EXT le Maximum Allowed Lihtin Watta Tradable Provosed Lighting Wattage Total Proposed Watts may not exceed Total Allowed Watts for Exterior Non - Tradable Maximum Allowed Lighting Wattage Non - Tradable Proposed Lighting Wattage Proposed Watts may not exceed Allowed Watts for Category al Nroposeo watts Revised July 2007 otal Allowe o wausi 39843.2 Use mfgr listed maximum input wattage. For fixtures with hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. 2860.0 NOV 2 6 2001 PERMIT GEffl Tradable Surfaces (Lighting power • densities for uncovered . parking areas, building grounds, building . entrances and exits, canopies and overhangs and outdoor sales areas . may be traded.) Uncovered Parking Areas Parking lots and drives • 0.15 W /ft Building Grounds Walkways less than 10 feet wide 1.0 W/linear foot Walkways 10 feet wide or greater Plaza areas Special feature areas 0.2W /ft Stairways 1.0 W /ft Building Entrances and Exits Main entries 30 W/linear foot of door width Other doors 20 W/linear foot of door width Canopies and Overhangs Canopies (free standing and attached and overhangs) 1.25 W /ft Outdoor Sales Open areas (including vehicle sales lots) 0.5 W /ft Street frontage for vehicle sales lots in addition to ` open area" allowance 20 W/linear foot Non - Tradable Surfaces (Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted m the "Tradable Surfaces" section of this table.) Building Facades 0.2 W /ft for each illuminated wall or surface or 5.0W/linear foot for each illuminated wall or surface length Automated teller machines and night depositories 270 W per location plus 90 W per additional ATM per location Entrances and gatehouse inspection stations at guarded facilities 1.25 W /ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces ") Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W /ft of uncovered area (covered areas are included in the "Canopies and Overhangs" section of "Tradable Surfaces") Material handling and associated storage 0.5 W /ft Drive -up windows at fast food restaurants 400W per drive through Parking near 24 -hour retail entrances 800 W per main entry Exterior Lighting Summary (back) LTG -EXT 2006 Washington State Nonresidential Energy Code Compliance Forms 2006 Washington State Nonresidential Energy Code Compliance Form TABLE 15 -2 LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised July 2007 RECE eF NOV 2 6 Zuuf PERMIT GEN January 29, 2008 RE: Letter of Authorization To Whom It May Concern: Please allow this letter to serve as authorization for Russell Rylee to serve as our authorized agent for permits and licenses pertaining to the construction project of Michaels, Tukwila, WA. If there are any questions, please call our office at (512) 846 -1998. Sincerely, 4 B b y Castle President County of : l�� Subscribed and Sworn before me this Q day o State of: Notary Public: My Commission = pires: Bobby Castle Construction 519 Tradesmen's Park Drive Hutto, TX 78634 Phone: 512- 846 -1998 Fax: 512- 759 -2763 , 2 LOURA J KELLEY My Commission Expires March 1, 2011 December 10, 2007 Eric Koch 2150 N 107 St, Ste 501 Seattle WA 98133 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -431 Michael's —17400 Southcenter Py Dear Mr. Koch, 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. Singerely, ifer M hall it Technician enc File No. D07 -431 PAPermit Center\Correction Letters N2007007-431 Correction Ltr #1.DOC it= City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director A2111 en IsN.nn.. #A.. D ns.1...nwA C.• #.1 41. 1/1/1 11.6.aI1 , Mont, noloO - Dr........ 9Ad A 10.('711 - TS .._ 9AA Aef .36d! slaw Building Division Review Memo Date: December 6, 2007 Project Name: Michaels Permit #: D07- 431 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner Tukwila Buildin • Division 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 plan that identifies the common path of emergency egress. Means of egress shall not pass thru storage rooms or similar places (IBC 1014.2 #2). In addition emergency lighting shall be identified in the emergency pathways. (IBC SECTION 1006) 2. Provide for 3 drinking fountains. Drinking fountains shall be ADA compliant. (IBC 2903.4.1) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: D07 -431 DATE: 01 -11 -08 PROJECT NAME: MICHAELS SITE ADDRESS: 17400 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: '' �� D � BuI dl ('• 1:46 El Public Works S PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES/THURS ROUTING: Please Route Incomplete Structural Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Documents/routing siip.doc 2 -28-02 Structural ❑ Permit Coordinator Planning Division DUE DATE: 01-17-08 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 El REVIEWER'S INITIALS: DATE: DUE DATE: 02 -14 -08 Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: x ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -431 DATE: 11 -26 -07 PROJECT NAME: MICHAELS SITE ADDRESS: 17400 SOUTHCENTER PY X Original Plan Submittal _ Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPART ENTS: Bui r ing • ivision P A'S W N 11 Ai (Il_ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP to AWb It -6-D1 Fire Prevention Structural 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROJTING: Please Route REVIEWER'S INITIALS: DATE: DUE DATE: 1247 -07 Approved n Approved with Conditions ❑ Not Approved (attach comments) 1f Notation: REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 Structural Review Required Planning Division Permit Coordinator 1 DUE DATE: 11 -29 -07 Not Applicable ❑ No further Review Required C Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: B dg Fire ❑ Ping ❑ PW ❑ Staff Initials: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: 1107 3 1 Date: City of Tukwila Project Name: Michael's 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 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Address: 17400 Southcenter Py Contact Person: �� G K d C- Steven M. Mullet, Mayor Steve Lancaster, Director Phone Number: 2 Dte 3 ( V 6 Summary of Revision: 1. t-11= 14P 1 -C S .404 Pc L`t StS '7) 1]-k Goat S w►otu 1N.4 L4 V V ?LkN 1 -u/ Col -kt ►-t PAS O� G 1? s S Ps"J, E PC-ceSS QISTpcl.tC _ - Gl_au pt - 2 . • Ile_ 14 /WE. Up'pDc r 0Y5 V-c-f ?l_D - AD CALL L L'c'1'SV---N1 01 1 - tb L.L. I V-M '2z G`( LtLcF'+'Cl t 4 V %Z 5 1I I --L_uM - G L oupE"p - 3 _ o 'Plc t i S >s U p "'r -`) - ?- 17'4--t N1 O U 1.3 5 'Ca 0 1 . 1 t Ac'1? ,p�ty,Art_ � t S l S c_l_ a u'7- "2 O 1.) c a\/E- rt Sheet Number(s): A0 i 5 "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 1 1 ` 0 L ) \applications\forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: RECEIVED 1LA 1JAN 112008 f'FHM{ T CENTER 1YLL:! \,1 '.Ja,.,1:r3LJya1.. 111J ufa-1}J 0 '625- 052 -000 (8/97) Detach And Display Certificate REGISTERED AS PROVIDED BY LAW AS CONST CONT. GENERAL REGIST:. #" .EXP. DATE CC01 '; .BOBBYCC.088PT; .11 /02/2008 EFFECTIVE - DATE ) - `10/30/1992 BOBBY ' CPS T:,E;� CONS TRUCT I ON 519 -: TRADESMEN! S;.PARK =•DR = HUTTO Tr Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES) Please Remove And Sign Identification Card Before Placing In Billfold License Information License BOBBYCC088PT Licensee Name BOBBY CASTLE CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI 601417166 Ind. Ins. Account Id #4 Business Type INDIVIDUAL Address 1 519 TRADESMEN'S PARK DR Address 2 City HUTTO County OUT OF STATE State TX Zip 78634 Phone 5128461998 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 10/30/1992 Expiration Date 11/2/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date CASTLE, BOBBY OWNER 01/01/1980 Bond Amount Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #4 WESTERN SURETY CO 929157225 11/02/2004 Until Cancelled $12,000.00 10/11/2004 #3 CONTINENTAL CAS CO 929157225 11/02/2001 11/02/2004 $12,000.00 11/02/2001 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. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= BOBBYCC088PT 02/04/2008 SITE MAP N.T.S. III j u( 1t,.., JO Y.t: :4I b. .; r G r n a !R RII .. Irate I i , t TENANT , M • ;rip ; � ': I ml a 4 ai g ;} _• • t i'vsr•1!l4 - r�. _ i mri 7 . , 0505:41 ii , vill raoisk 0 , 1 th acls sloREs, I\ 8000 BENT BRANCH DRIVE IRVING, TEXAS 75063 MICHAELS CONSTRUCTION DEPT. (972) 409 -1300 FAX # (469) 759 -5578 VICINITY MAP N.T.S. 78,J36 S C. I\SID WIDTH DEPTH 191 FT. 5 IN. AREA (BAS 0 144 FT. 10 IN. I\ L LEAR INLINE 28,336 SQ. FT. AREA 28,336 SQ. FT. DEPTH 193 FT. 6 IN. (ASSUMES OUTSIDE OF TWO FULL 8" WALLS PLUS 4 FURR OUT FOR EACH WALL) No changes shall bo n to thr' scope Of work without prior approval of Tukwila Buiidi9 ;u D +vision. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. j SPA WIDTH 145 FT. 10 IN. (ASSUMES MID POINT OF TWO DEMISING WALLS PLUS 4° FURR OUT FOR EACH WALL) NAN MRHOV 2006 WITH 8" BLOC COPE. COVV..IXICra. 10 2 I1�► FILE COPY Permit No. Pfaff fellow approval 13 subject tomes and missions. Approval of c/o�n�struction documents does not authorize the�laiao n of any adopted- . ordinance. pt of approved Field Date: , — City of Tukwila BUILDING DIVISION SEPARATE PERMIT I HEQUIRED FOR: d pechanical 5�4 Electrical iiVijPlumbing E City Gas of T Piping ukwila BUILDING DIVISION) CA CODE REVIEW 1. APPUCABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS & DRAWINGS AND SHALL SATISFY ALL APPUCABLE CODES, ORDINANCES, A.D.A., AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES AT THE EXPENSE OF THE LANDLORD / CONTRACTOR, AND SHALL BE SUBJECT TO THE RECEIPT OF AN AFFIDAVIT OR LETTER FROM THE GOVERNING BODY AND TENANT'S PRIOR APPROVAL. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: 1. BUILDING 2006 IBC 2. PLUMBING 2006 UPC / WASH. AMENDMENTS 3. MECHANICAL 2006 IMC 4. ELECTRICAL 2005 NEC 5. ZONING DEPARTMENT: 206 -431 -3670 6. BUILDING DEPARTMENT: 206 --431 -3670 BILL RAMBO 7. ENGINEERING DEPARTMENT: 206-431-3670 8. FIRE DEPARTMENT: 206 -575 -4404 OCCUPANCY LOAD: TOTAL OCCUPANT LOAD = 773 OCCUPANTS 9. BUILDING DATA B C D) E) F) SALES & SUPPORT= 22,605 S.F. /30 GROSS = STOCK AREAS= 5,731 S.F. /300 GROSS = OCCUPANCY CLASS: M TYPE OF CONSTRUCTION: TYPE V--B UNLIMITED FIRE SUPPRESSION: SPRINKLER SYSTEM BLDG. FOOT PRINT: MEZZANINE AREA: GROSS USABLE AREA: 10. EXIT REQUIRED = 3 753 OCCUPANTS 20 OCCUPANTS 28,336 SQ. FT. N/A 28,336 SQ. FT. EXIT PROVIDED = 3 PLUMBING OCCUPANCY: SALES & SUPPORT= 22,605 — 4477 (RACK AREA) /30 GROSS = 604 OCCUPANTS STOCK AREAS= 5,731 S.F. /300 GROSS = 20 OCCUPANTS DRINKING FOUNTAIN OCCUPANT LOAD = 624 OCCUPANTS 2 REQUIRED AT 650 OCCUPANTS — 2 PROVIDED (EXISTING) STOCK CONSISTS OF: PARTY RIBBONS AND BOWS, GIFT WRAPPING SUPPLIES, CHILDREN'S ART AND CRAFT SUPPLIES, COSTUME AND DOLL MAKING SUPPUES, CRAFTING PAINTS AND ADHESIVES, BEADS AND BUTTONS, CANDLE MAKING SUPPUES, ARTISTS PAINTS AND MEDIUMS, CANVASES, BRUSHES, THINNERS, FRAMED ART, WOODEN AND PLASTIC FRAMES, FRAMED MIRRORS FRAMING MATERIALS SUCH AS MATS, SHADOW BOXES, PRECUT GLASS. SEWING SUPPUES, INCLUDING THREAD, YARN, NEEDLES, FABRIC, MODEL MAKING SUPPLIES, SINGLE STEM AND ARRANGED SILK FLORAL AND GREENERY, BASKETS, BOWS, SINGLE STEM AND BULK DRIED FLORAL, LAMPS AND GIFTS, INCENSE AND ACCESSORIES, STICKERS, ASSORTED PLASTIC TOYS AND GIFTS, AND SEASONAL GIFTS, DECORATING ITEMS AND SUPPLIES. CO STRJCTI N AREAS ROOM NAME SALES VESTIBULE MEETING ROOM GEN. OFFICE CASH OFFICE FRAME BREAK ROOM JANITOR'S CLOSET CORRIDOR TOILET FLORAL STAGING MEZZANINE TOTAL (CLEAR) AREA S.F. 19,267 156 574 162 119 439 443 38 769 381 212 5731 N/A 28,291 S.F. OMIT WALL THICKNESS 1)0145/ Donahou Design Group A JOINT VENTURE WITH 1 2150 N 107th Street Suite 501 Seattle, Wa 98133 206.363.1960 T Partners Architectural Design Group, Inc. 71' TRAVEL 67' TRAVEL 70' TRAVEL EGRESS ANALYSIS omm icia L Ik al IP IF IF IP Ir IP 17A171.71 •A71 1 I ' bo Ia I IQ I 000 00 11 11 1 11 1I 11 1 11 11 11 11 1 11 1I 1 11 11 IP I! IF IP IP IP IP TRAVEL •:■� 1. IF IF IF IF IP IP O! COMMON PATH OF EMERGENCY EGRESS PER 1014.3 — MAX. 75' ACTUAL MAX. -- 71' 52' RAVEL 240' TRAVEL 129' TRAVEL - I A, 1 ®p, 1 IAM 1 A SEE A4 REFLECTED CEILING PLAN AND E2.1 FOR EMERGENCY LIGHTING. EXIT ACCESS TRAVEL DISTANCE PER TABLE 1016.1 — MAX. 250' ACTUAL MAX. --- 240' TENANT MICHAELS STORES, INC. 8000 BENT BRANCH DRIVE IRVING, TEXAS 75063 (972) 409 -1300 FAX # (469) 759 -5578 CONTACT: MICHAELS CONSTRUCTION DEPT. LANDLORD LANDLORD ADDRESS CONTACT: NAME ADDRESS CITY, STATE ZIP CODE (000) 000 -0000 ARCHITECTURE PARTNERS ARCHITECTURAL / DDG CONTACT: ERIC KOCH 2150 N 107TH STREET SUITE 501 SEATTLE, WA 98133 (206) 361 -1358 CORRE r40N LTR# UO1H31 MECHANICAL HENDERSON ENGINEERS INC. CONTACT: ROBERT HARRIS 8325 LENEXA DRIVE, SUITE 400 LENEXA, KS 66214 (913) 742-5358 ELECTRICAL HENDERSON ENGINEERS INC. CONTACT: ROBERT HARRIS 8325 LENEXA DRIVE, SUITE 400 LENEXA, KS 66214 (913) 742 -5358 JAN 11 2008 1 : DRAWING CONTENTS: COVER SHEET DRAWING NO.: COV PROJECT CRITERIA M.S.I. REQUIRED VENDOR LIST INTRODUCTION THESE PROTOTYPE DOCUMENTS ARE ALSO REFERRED TO AS PROGRAM DRAWINGS IN THE LEASE DOCUMENTS. THESE PAGES INCLUDING THE COVER) CONSIST OF THE PLANS AND SPECIFICATIONS WHICH ARE PROVIDED TO FAMILIARIZE THE LANDLORD, THE ARCHITECT, THE ENGINEER AND THE CONTRACTOR WITH MICHAELS STORES, INC. THESE DOCUMENTS CONTAIN THE MINIMUM DESIGN CRITERIA BE USED IN THE PREPARATION OF PLANS FOR THE FINAL TENANT IMPROVEMENT DOCUMENTS. THE DESIGN CRITERIA SHALL BE STRICTLY COMPLIED WITH BY THE LANDLORD, THE ARCHITECT AND THE ENGINEER WHEN PRODUCING THE TENANT IMPROVEMENT DOCUMENTS AND BY THE CONTRACTOR WHEN EXECUTING THE WORK DESCRIBED THEREIN. DRAWING PREPARATION THE LANDLORD AT HIS OWN COST OR EXPENSE SHALL OBTAIN THE SERVICES OF A LICENSED ARCHITECT OR ENGINEER TO PREPARE TENANT IMPROVEMENT DOCUMENTS THE LANDLORD IS TO PROVIDE AT HIS OWN COST STRUCTURAL DRAWINGS FULLY COORDINATED WITH THE MICHAELS PROTOTYPE DRAWINGS. PLANS AND SPECIFICATIONS PREPARED BY A DESIGN BUILD CONTRACTOR WILL NOT BE ACCEPTED. MICHAELS STORES WILL SUPPLY THE LANDLORD, THE ARCH /TECT, OR THE ENGINEER WITH AN ELECTRONIC FILE, A HARD COPY, OR A REPRODUCIBLE SET OF PROTOTYPE DOCUMENTS: THE LANDLORD, ARCHITECT, AND ENGINEER SHALL FAMILIARIZE THEMSELVES WITH ALL PORTIONS OF THE PROTOTYPE DOCUMENTS TO INSURE STRICT COMPLIANCE WITH ALL REQUIRED DESIGN CRITERIA BEFORE SUBMITTING THE TENANT IMPROVEMENT DOCUMENTS TO MICHAELS STORES, INC. FOR APPROVAL. THE TENANT IMPROVEMENT DOCUMENTS SHALL BE DRAWN USING THE SAME FORMAT AS INDICATED IN THE PROTOTYPE DOCUMENTS THE TENANT IMPROVEMENT DOCUMENTS SHALL CONTAIN THE MINIMUM DESIGN INFORMATION AS PROVIDED IN 77/E PROTOTYPE DOCUMENTS. THE TENANT IMPROVEMENT DOCUMENTS SHALL ALSO BE DRAWN IN SUCH A MANNER AS TO COMPLY WITH ALL LOCAL CODES, REGULATIONS AND ANY OTHER APPLICABLE LAWS. *MICHAELS PLAN APPROVAL (NO PARTIAL SETS WILL BE REVIEWED) SUBMIT ELEVATIONS TO MICHAELS OF THE ENTIRE SHOPPING CENTER WITH PARAPET HEIGHTS SHOWN FOR APPROVAL PRIOR TO STARTING CONSTRUCTION DOCUMENTS • WITHIN FORTY FIVE 45 DAYS FROM THE EFFECTIVE DATE THE LANDLORD AT HIS SOLE COST AND EXPENSE SHALL CAUSE THE R HITECT OR ENGINEER TO PREPARE AND SUBMIT THE TENANT IMPROVEMENT DOCUMENTS TO THE TENANT FOR REVIEW AND APPROVAL. THE ARCHITECT OR ENGINEER SHALL SUBMIT 2) TWO SETS OF COMPLETED IMPROVEMENT DOCUMENTS (1) ONE S SHALL BE DELIVERED TO MICHAEL' S CONSTRUCTION ID REPRESENTATIVE. DEPARTMENT MICHAELS STORES, INC. WILL COMPLETE THE /R REVIEW OF ALL THE CONSTRUCTION DOCUMENTS BEFORE ANY WORK BEGINS. THE FINAL TENANT IMPROVEMENT DOCUMENTS UPON APPROVAL BY MICHAELS STORES, INC. WILL CONSTITUTE A PART OF THIS LEASE MICHAELS STORES, INC. WILL HAVE THE RIGHT TO APPROVE REVISIONS AND CORRECTIONS WITH RESPECT TO ALL STRUCTURAL DESIGN, APPEARANCE AND FINISHES OF ALL EXTERIOR PARTS OF THE BUILDING IN WHICH THE PREMISES IS LOCATED. (INCLUDING BUT NOT LIMITED TO, THE CANOPY, STORE FRONT AND PARAPET WALLS ABOVE THE CANOPY). NO ALTERATION TO THE APPROVED TENANT IMPROVEMENT DOCUMENTS SHALL BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF THE TENANT MICHAELS STORES, INC. APPROVAL OF DOCUMENTS DOES NOT RELIEVE THE LANDLORD, THE LANDLORDS ARCHITECT OR THE LANDLORD'S CONTRACTOR FROM COMPLIANCE WITH ANY AND ALL REQUIREMENTS SET FORTH IN THE PROTOTYPE DOCUMENTS, AND /OR STATE AND LOCAL CODES. FINAL PLAN DISCREPANCIES THE LANDLORD ACKNOWLEDGES THAT THE FINAL TENANT IMPROVEMENT DOCUMENTS MUST CONFORM WITH THE PROGRAM DRAWINGS, AND THAT TENANT'S REVIEW AND ITS PROVISION TO LANDLORD OF REQUIRED REVISIONS OR CORRECT IONS TO THE TENANT IMPROVEMENT DOCUMENTS IS IN ORDER TO EXPEDITE THE CORRECT COMPLETION BY THE LANDLORD OF THE LEASEHOLD IMPROVEMENTS AND TO ENABLE LANDLORD TO MINIMIZE CONSTRUCTION PROBLEMS. HOWEVER, LANDLORD WILL BE SOLELY RESPONSIBLE FOR ANY DISCREPANCIES, OR EL THE PROGRAM DRAWINGS OMISSIONS R D ETON5 BETWEEN TH P THE IMPROVEMENT U AND E TENANT IMPRO E ENT DOC MENTS PERMITS THE LANDLORD WILL PROCURE, AT LANDLORD'S SOLE COST AND EXPENSE, ALL BUILDING AND OTHER PERMITS AND LICENSES REQUIRED FOR THE CONSTRUCTION AND OCCUPANCY OF THE SHOPPING CENTER AND THE LEASEHOLD IMPROVEMENTS AS DESCRIBED IN THE LEASE AND THE TENANT IMPROVEMENT DOCUMENTS. CONSTRUCTION THE LANDLORD WILL, AT LANDLORD'S SOLE COST AND EXPENSE, CONSTRUCT IMPROVEMENTS TO THE PREMISES (THE LEASEHOLD IMPROVEMENTS) IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS CONTRACTOR AWARDED A CONTRACT SHALL RECEIVE 2 SETS OF TENANT IMPROVEMENT DOCUMENTS THAT INCLUDE THE PROTOTYPE DOCUMENTS. ADDITIONAL SETS OF TENANT IMPROVEMENT DOCUMENTS MAY BE PROVIDED TO THE CONTRACTORS FOR BIDDING PURPOSES. , CONSTRUCTION CONT. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL PORTIONS OF THE IMPROVEMENT DOCUMENTS TO INSURE STRICT COMPLIANCE WITH ALL REQUIRED DESIGN CRITERIA BEFORE THE START OF ANY CONSTRUCTION. CONTRACTOR SHALL V1Si THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS PRIOR TO ANY WORK. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. ANY DIFFERENCES BETWEEN THE ACTUAL DIMENSIONS ON THE SITE AND THOSE INDICATED ON THE DRAWINGS SHALL BE SUBMITTED TO THE MICHAEL'S CONSTRUCTION MGR. FOR INSTRUCTIONS AND CONSIDERATIONS BEFORE PROCEEDING WITH ANY WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE PROPER INSTALLATION AND OPERATION OF ALL IMPROVEMENTS WHETHER OR NOT PROVIDED FOR IN THE IMPROVEMENT DOCUMENTS IMPROVEMENTS AS INDICATED IN THE PROGRAM DRAWINGS, INCLUDING BUT NOT LIMITED T0, ROOFING, HVAC, PLUMBING, LIGHTING, ELECTRICAL, AND ALL INTERIOR IMPROVEMENTS SUCH AS FLOORS, WALLS, DOORS AND CEILINGS SHALL BE CONSTRUCTED OF OR INSTALLED WITH NEW MATERIALS AND PARTS. INSTALL ALL MANUFACTURING ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDED SPECIFICATIONS, IXCEPT THAT THE SPECIFICATIONS HEREIN, WHERE MORE STRINGENT SHALL BE COMPLIED WITH. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL IMPROVEMENTS. ALL WORK SHALL BE MADE COMPLETE. REWORK RESULTING FROM FAILURE TO COORDINATE WILL BE DONE AT NO ADDITIONAL COST: THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING HIS OWN TELEPHONE, TOILET, WATER, AND ELECTRICITY FOR ALL PROJECT FUNCTIONS, OFFICE STORAGE, ETC. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ALL TAPS, EXTENSIONS, VALVES, OR OTHER DEVICES NECESSARY TO RUN POWER TOOLS' AND EQUIPMENT. SUCH MODIFICATIONS TO EXISTING UTILITIES MUST BE REMOVED AT COMPLETION OF THE PROJECT. THE CONTRACTOR SHALL LIMIT THE INGRESS AND EGRESS OF MEN AND EQUIPMENT TO THE CONSTRUCTION SITE TO AUTHORIZED PERSONS ONLY DAMAGE TO ANY EXISTING INTERIOR OR EXTERIOR CONSTRUCTION SHALL BE REPAIRED TO LIKE NEW" CONDITION UNDER THIS CONTRACT CONFINE PARKING, STORAGE, & TRAILERS TO AREA ALLOWED BY LANDLORD AND /OR LEASE (REAR OF PROPERTY). EXCEPT WHERE OTHERWISE SPECIFIED, THE CONTRACTOR SHALL AT ALL TIMES PROVIDE PROTECTION AGAINST WEATHER TO MAINTAIN ALL WORK, MATERIALS APPARATUS AND FIXTURES FROM INJURY OR DAMAGES. AT THE END OF THE DAY'S WORK, ALL NEW WORK LIKELY TO BE DAMAGED SHALL BE COVERED OR OTHERWISE PROTECTED AS REQUIRED. THE CONTRACTOR SHALL MAINTAIN AT ALL TIMES ADEQUATE SAFETY BARRICADES AND CLEAR ACCESS IN AND OUT OF THE WORK SITE SO AS TO FACILITATE DAILY TRAFFIC MOVEMENT, DELIVERIES, AND INSPECTION. THE CONTRACTOR SHALL CONDUCT DAILY CLEANING TO MAINTAIN PROJECT FREE FROM CONSTRUCTION TRASH AND DEBRIS. WARRANTY THE LANDLORD UNCONDITIONALLY GUARANTEES ALL WORK PERFORMED BY, OR AT THE EXPENSE OF, LANDLORD IN THE CONSTRUCTION OF THE PREMISES AND THE LEASEHOLD IMPROVEMENTS AGAINST DEFECTIVE WORKMANSHIP AND MATERIALS AND WILL REMEDY ANY SUCH DEFECTS WHICH APPEAR WITHIN A PERIOD ENDING ONE (1) YEAR AFTER THE RENTAL COMMENCEMENT DATE. AT THE END OF THE WARRANTY PERIOD, LANDLORD WILL UPON THE REQUEST OF THE TENANT ASSIGN TO TENANT ANY GUARANTEES OF WORKMANSHIP AND MATERIALS WHICH LANDLORD MAY RECEIVE IN CONNECTION WITH THE PREMISES FOR ITEMS TENANT IS REQUIRED BY THIS LEASE TO MAINTAIN. THE LANDLORD SHALL PROVIDE OR CAUSE THE CONTRACTOR TO PROVIDE TWO (2) BOUND COPIES OF EACH WARRANTY ITEM (I.E. EQUIPMENT PERFORMANCE INSTALLATION WARRANTIES) TO THE TENANT SHOP DRAWINGS ARCHITECT IS RESPONSIBLE FOR APPROVAL OF ALL SHOP DRAWINGS AND SPECIFICATIONS AND SHOULD CONSULT MICHAELS STORES, INC., IF QUALITY OR INTENDED USE MIGHT BE AFFECTED. IF, AFTER INSTALLATION, A NON APPROVED SUBSTITUTION ITEM IS JUDGED TO BE OF LESSER QUALITY OR NOT SUITABLE FOR INTENDED USE, CONTRACTOR WILL BARE THE SOLE COST OF REPLACEMENT. M ICHAELS' APPROVAL OF SHOP DRAWINGS OR SAMPLES WHICH DEVIATE FROM THE CONTRACT DOCUMENTS WILL UNDER NO CIRCUMSTANCES RESULT IN ADDITIONAL COST TO MICHAELS STORES, INC. / FOR THE SHOP DRAWNGS LISTED BELOW ARE REQUIRED OR ARCHITECT /ENG /NEER REVIEW ALL OTHERS SHOP DWGS. ARE NOT RECD. TO BE SUBMITTED FOR ARCHITECT /ENGINEER REVIEW 1. TOILET ACCESSORIES dc FIXTURES 7. ELECTRICAL PANELS 2 . INTERIOR PAINT SCHEDULE 8. HVAC UNITS 3. WALL & FLOOR FINISHES 9. STRUCTURAL MEZZANINE FRAMING 4. LIGHT FIXTURES 10. STAIR DESIGN 5. PLUMBING FIXTURES 11. HARDWARE SCHEDULE 6. SPRINKLER SYSTEM 12. MILLWORK SHOP DWG. SUBMITTALS TO ARCHITECT/ENGINEER SHALL INCLUDE THE GENERAL CONTRACTOR STAMP, CERTIFYING HIS REVIEW OF THE SUBMITTALS AND VERIFICATION OF THEIR COMPLIANCE WITH THE CONTRACT DOCUMENTS. SUBMITTALS SHALL INCLUDE PROJECT TITLE DATE CONTRACTOR S NAME & ADDRESS & SUBMITTAL NUMBER AND SHALL COMPLY WITH THE REQUIREMENTS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (AIA DOCUMENT A201, 1987 EDITION) SITE INSPECTIONS AND ACCESS PRIOR TO THE GIVING OF THE COMPLETION NOTICE, THE LANDLORD SHALL DELIVER TO TENANT PHOTOGRAPHS ACCURATELY DEPICTING THE CONDITION OF THE AREAS AROUND THE SHOPPING CENTER AND WITHIN AND AROUND THE PREMISES SUFFICIENT TO ENABLE TENANT TO DETERMINE THE PROGRESS OF THE ENTIRE CONSTRUCTION AS NECESSARY TO MEET THE COMPLETION DATE THE ABOVE MENTIONED PHOTOS WILL BE TAKEN ON A BIWEEKLY BAS/5 (WEDNESDAY OR THURSDAY AND DELIVERED TO THE TENANT'S CONSTRUCTION MANAGER NO LATER THAN FRIDAY AFTERNOON. ) DURING THE PROGRESS OF CONSTRUCTION OF THE PREMISES THE LANDLORD WILL PERMIT AND CAUSE THE CONTRACTOR TO PERMIT TENANT ACCESS TO THE PREMISES FOR THE PURPOSE OF OBSERVING THE CONSTRUCTION. FURTHER, FROM THE PERIOD FROM (30) DAYS PRIOR TO THE CONTEMPLATED COMPLETION DATE THRU THE COMPLETION DATE, TENANT WILL HAVE THE RIGHT TO OCCUPY THE PR FOR THE PURPOSES OF INSTALLING FIXTURES, EQUIPMENT MERCHANDISE, AND PERFORMING THE TENANT'S CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL COOPERATE WITH APPLICABLE CITY OR OTHER GOVERNMENT OFFICIALS AND PROVIDE ALL ASSISTA C£ AND F CLITIES THAT W ILL EXPECE HS NSP CTON.INSPECTfON NECESSARY, A REPRESENTATIVE FROM MICHAELS STORES, INC. WILL MAKE PERIODIC' SITE VISITS AND A FINAL PUNCH LIST TO VERIFY COMPLIANCE WITH THE INTENT OF THESE PROTOTYPE DOCUMENTS. THE LANDLORD WILL USE REASONABLE DILIGENCE TO COMPLETE ALL FINAL PUNCH LIST ITEMS WITHIN TEN 10) DAYS FROM RECEIPT OF FINAL PUNCH UST THERE SHALL BE AT LEAST ONE SET' OF COMPLETE DOCUMENTS (ALL DRAWINGS AND SPECIFICATIONS) AT THE PROJECT SITE AT ALL TIMES, THE GENERAL CONTRACTOR IS NOT TO SEPARATE THE SET OF CONSTRUCTION DOCUMENTS THESE' SETS ARE TO REMAIN INTACT AT ALL TIMES. DELIVERY OF PREMISES PRIOR TO THE END OF CONSTRUCTION, CONTRACTOR SHALL PROVIDE MICHAELS WITH ONE RED LINED AS BUILT SET OF DOCUMENTS, SHOWING ANY MODIFICATIONS IN CONSTRUCTION WHICH DEVIATE FROM THE CONSTRUCTION DOCUMENTS AND ANY UNCOVERED EXISTING CONDITIONS PRIOR TO DELIVERY DATE TO THE TENANT, THE CONTRACTOR SHALL REMOVE ALL RUBBISH, TOOLS, SCAFFOLDING AND SURPLUS MATERIALS. ANY ITEMS NOT REMOVED WILL BE DISPOSED OF AT THE LANDLORDS EXPENSE. THE LANDLORD SHALL CAUSE THE CONTRACTOR TO PROVIDE A PROFESSIONAL CLEANING SERVICE TO PREPARE THE PREMISES FOR TENANT OCCUPANCY ACCORDING BUT NOT LIMITED TO THE FOLLOWING: EXTERIOR MASONRY SURFACES WILL BE FREE OF MORTAR AND STAINS CAUSED BY CONSTRUCTION. AND ALL HARDWARE WILL BE FREE OF PAINT SPOTS ND DISCOLORATION'S CAUSED BY CONSTRUCTION. DUST WILL BE REMOVED FROM ALL PORTIONS OF THE PREMISES (INCLUDING, WITHOUT LIMITATION, LIGHT FIXTURES, HVAC GRILLES, AND DISPLAY WALLS). COVERINGS, FLOOR AREAS AND GLASS SHOULD BE CLEANED, BOTH INTERIOR AND EXTERIOR. PLUMBING FIXTURES WILL BE CLEAN AND BRIGHT AND EXPOSED METAL WILL BE CLEAN. ANY DAMAGE TO FLOORS AND /OR FLOOR COVERINGS SHALL BE PATCHED, REPAIRED AND /OR REPLACED TO PROVIDE A LIKE NEW FINISH. ALL SCUFFS AND SCRATCHES ON PAINTED SURFACES WILL BE TOUCHED UP AND REPAINTED. ANY DAMAGE TO WALLS OR WALL COVERINGS SHALL BE CORRECTED AT THE CONTRACTOR'S SOLE EXPENSE. SUBSTANTIAL COMPLETION SUBSTANTIALLY COMPLETE SHALL MEAN THAT ALL SYSTEMS ARE INSTALLED AND IN GOOD WORKING ORDER, THAT ALL UTILITY SERVICES ARE IN PLACE AND FINAL CONNECTIONS ARE MADE TO THE APPROPRIATE UTILITY COMPANIES, INCLUDING THE 25 PAIR PHONE CABLE INSTALLED IN CONDUIT AND PULLED FROM THE PHONE COMPANY BOX TO THE MSI PHONE BOARD LOCATED IN THE MEZZANINE (CONNECTION TO LANDLORD PHONE BOX/ PHONE COMPANY BOX/ M.S.I. PHONE BOARD MUST BE COMPLETE NO DEAD ENDS), PROPER INSTALL AND COMPLETION OF THE FLOORS, CEILINGS, WALLS, AND STORE FRONT OF THE PREMISES. "SUBSTANTIALLY COMPLETE" SHALL ALSO MEAN THE LANDLORD HAS INSTALLED ALL IMPROVEMENTS IN THE COMMON AREA INCLUDING THE SIDEWALKS, SERVICE DRIVES, PARKING AISLES, DRIVEWAYS, STREETS, CURBS, PARKING AREAS, AND TRAFFIC CONTROLS MUST BE COMPLETE AND OPEN TO THE PUBLIC. PYLON SIGNS AND RELATED ELECTRICAL WIRING TO MICHAELS CABINET MUST BE COMPLETE ALL SECURITY LIGHTS ON THE BUILDING AND ALL LIGHT STANDARDS IN THE PARKING LOT MUST BE INSTALLED AND OPERATING. "SUBSTANTIALLY COMPLETE" SHALL ALSO MEAN THE LANDLORD HAS OBTAINED A PERMANENT CERTIFICATE OF OCCUPANCY FROM APPROPRIATE GOVERNMENTAL AUTHORITIES AND THAT THERE ARE NO ITEMS OF CONSTRUCTION TO THE LEASEHOLD IMPROVEMENTS THAT WOULD IN ANY WAY RESTRICT THE TENANT FROM COMMENCING ANY AND ALL OF ITS PRE - OPENING ACTIVITIES, AND FURTHER THAT ALL PUNCH LIST ITEMS WOULD BE CONSIDERED MINOR BY TYPICAL RETAIL TENANT STANDARDS. ITEMS SUPPLIED AND INSTALLED BY M.S.I. USA CANADA • NOT USED N 0 PRODUCT VENDOR CONTACT PHONE ADDRESS ACCEPTED ALTERNATES NOM CONTACT PHONE 101 SALES I 105 STAGING 110 MEN CART CORRAL STORAGE SHELVES TOILET PAPER HOLDER ALL AISLE FIXTURES RECEIVING DESK SOAP DISPENSER ALL WALL FIXTURES FLATS AND DEMONSTRATION TABLE PAPER TOWEL DISPENSER CHECKOUTS / POWER POLES SERVICE COUNTER /POWER POLE PHONE LINE WITH JACK TRASH RECEPTACL COMPACTOR DOOR F LORAL COUNTER / POWER POLE (OUTSIDE) CHUTE AND COMPACTOR 1 COLUMN WRAP FAB CONCEPTS LISA SZCZESNY (586) 466 -6411 (800) 924 -7304 44065 GROESBECK HWY CUNTON TWP., MI 48036 NONE 1,7 A7 ENLARGED PLANS 2 MILLWORK ACME MILLWORK MIKE POULTER (325) 657 -0553 1404 PUWAM STREET SAN gNGEIO, TX 76903 NONE 1,7 CIRCUITED FOR NIGHT LIGHT OPERATION A10.3 3 CONVEYOR MORROW Y SE EQUIP. DAVE MORROW _ (800) 454 -3987 6547 AV AVE CHICAGO, IL REF 4 1 INTERIOR WALL SECTIONS Al3 FRAMING COUNTER / POWER POLE SPEAKER w/ WIRE 1 1 1 WOMEN 4 CONVEYOR TEXAS FIXTURES AND INTERIORS RANDY RUSS (612) 846 -1998 519 TRADESMAN'S PARK DR. HUTO, TX 78634 REF 3 1 ,7 A16.1 WALL FINISH DETAILS PHONE LINES WITH T H JACKS COMPUTER WITH JACKS 10� FRAME ROOM TOILET PAPER HOLDER 5 DISPLAYWALL MARLITE C S �� (330) 343-6621 Dpy� `OHE44621 NgNE 1'7 CUSTOMER (905) 856-3380 SPEAKERS WITH WIRES SANITARY NAPKIN DESPOSAL FINAL FLOOR CLEAN, STRIP, WAX ALL WORK STATIONS SOAP DISPENSER SUPPLY SHELVES PAPER TOWEL DISPENSER GUTTING TABLES TRASH RECEPTACLE GLASS CONTAINERS 6 LIGHTING FIXTURES CITY LIGHTING BLAIR GUTHERIE (800) 257 -2922 4307 WEST PAPIN ST. ST. LOUIS, MO 63110 NONE 1,7 PLUMBING SPECIFICATIONS 7 STAGING DOORS ELIASON CORPORATION CUSTOMER SERVICE (800) 828 -3655 (800) 828 -2655 KALAMAZOO, MI WOODLAND, CA NONE 1 ,7 CUSTOMER SERVICE (269) 327 -7003 (800) 828-2655 STORAGE BABY CHANGER 1021 MEETING DRY MOUNT MACHINE s STORE FRONT/ PYLON SIGNS NATIONAL IMAGE SIGNS SCOTT MACOMBER (631) 924 -3014 MIDDLE ISLAND, NY 11953 REF 9,10,11 1,3,7 ELEVATION REFERENCE KEY (800) 828-2655 CAN PHONE LINE WITH JACK ALL MOVABLE TABLES AND CHAIRS PHONE LINE WITH JACK SPEAKERS WITH WIRES 9 STORE FRONT/ PYLON SIGNS SIGN METHODS DANE CARDONE (800) 655 -4336 1749 FAST 28TH ST. SIGNAL HILL, CA 90806 REF 8,10,11 1,3,7 . J.�..,..; .e..- a.. POURED CONCRETE SPEAKERS WITH WIRES FINAL FLOOR CLEAN, STRIP, WAX [ 1 1 2 FLORAL 10 STORE FRONT/ PYLON SIGNS U5 SIGNS JIM GRAFF (800) 609-8883 1800 BERING DR. SUITE 200 HOUSTON, TX 77057 REF 8,9,11 1,3,7 FINAL FLOOR CLEAN STRIP, WAX 1 107 BREAK ROOM STORAGE SHELVING PORTABLE ROLLERS TABLE AND CHAIRS COMPRESSOR 11 STORE FRONT/ PYLON SIGNS HILTON DISPLAYS JOHN ROEGGE SERENA SANFORD (864) 233 -0401 125 HILLSIDE DRIVE GREENAALLE, SC 29607 REF 8,9,10 1,3,7 EMPLOYEE LOCKERS 1 O 3 OFFI SPEAKER w/ WI 12 TRASH COMPACTOR CHUTE & DOOR MARATHON CINDY GILLIAM (800) 633 -8974 EXT. 125 HWY 9 SOUTH VERNON, AL 35592 -1798 REF 13 1,4,7 VENDING MACHINES METAL FILE CABINETS REFRIGERATOR 13 TRASH COMPACTOR CHUTE & DOOR MORROW EQUIPMENT LESLIE STRICKLAND (800) 454 -3987 P.O. BOX 551 NORMAL, IL 61761 REF 12 1,4,7 METAL STORAGE CABINETS COMPUTER STATION BULLETIN BOARDS (1 1 CORRI PHONE LINES WITH JACKS COMPUTER CABLES WITH JACKS EMPLOYEE TIME CLOCK FINAL FLOOR CLEAN, S TEREO &SPEAKERS WITH WIRES PHONE LINE WITH JACK STRIP, WAX FINAL FLOOR CLEAN STRIP, WAX SPEAKERS WITH WIRES FINAL FLOOR CLEAN, STRIP, WAX 14 VCT ARMSTRONG WORLD INDUST. JEFF GOBBLE EXT. 8563 (800) 356 -9301 (281) 376 -7669 P.O. BOX 3001 LANCASTER, PA 17604 NONE 1,7 CUSTOMER SERVICE (800) 442-4210 15 VESTIBULE DOORS STANLEY ACCESS TECHNOLOGIES WADE MARIANO (800) 648-1401 EXT. 2 THEN EXT. 9 __w FARMINGTON, FARMINGTONB, GT NONE 1,6,7 JIM LANGDON (905) 453 -9970 416) 931 -9456 [ 1 1 7 1 CORRIDOR 16 VESTIBULE FLOORING GRAND ENTRANCE COURTNEY GERVASONI (688} 424 -6287 4640 WEDGFWOOD LVD ., STE 108 FREDERICK, MD. 21703 NONE 1 ,7 FRAME CONTINUOUS 1104 CASH 08 JA NITOR FINAL FLOOR CLEAN, 17 DOCK EQUIPMENT KELLY DOCK SYSTEMS (MINER FLEET MNGMT. ) TREY ROEDER EXT. 216 (210) 892 -1001 (888) 606 -4637 17319 SAN PEDRO, STE.100B SAN TONIO, D( 78232 NONE 1,7 _ STRIP, WAX SAFE FINAL FLOOR CLEAN, 18 MONITORING RADIONICS PANEL VECTOR SECURITY DAVID CARILLO (703) 369 -1444 EXT -51142 10642 WAKEMAN CT. MANASSAS, VA 20110 NONE 1,2,7 p O NE F LINESWITH JACKS 1 09 I CORRIDOR FRONT OF BUILDING PHONE PRE - OPENING SIGN COMPUTER CABLES WITH JACKS FINAL FLOOR CLEAN, FINAL FLOOR CLEAN, STRIP, WAX STRIP, WAX STORE CANOPY SIGNS ILLUMINATED 19 MONITORING RADIONICS PANEL TVA /FMC RAY DOTTS (734) 781_9830 45550 COMMERCE CENTER DR. PLYMOUTH, MI 48170 NONE 1,2,7 ENLARGED PLAN REFERENCE 20 HVAC ROOF TOP UNITS LENNOX CHRIS MURRAY SPECIFIC TO NAT'L ACCTS. CUSTOMER SERVICE (800) 367 -6285 2100 LAKE PARK BLVD. RICHARDSON, TX 75080 NONE 1,7 STEVE CALVARY EXT. 6775 (972) 497 -5000 (800) 453-6669 ITEMS SUPPLIED BY M AND INSTALLED BY G.C. 2 1 DOCK CANOPY CHILDERS INC. RICHARD TALLEY (713) 460-2181 P.O. BOX 800397 HOUSTON, TX 77280 NONE 1 ,7 RELOC. WHIPS FOR POWER POLES 22 ROLL-UP DOOR OVERHEAD DOOR COMPANY ANGELA BURGESS (800) 972 -1730 P.O. BOX 809046 DALLAS, TX. 75380 NONE 1,7 23 FIRE SPRINKLER DESIGN WHERE REQUIRED TVA FIRE Sc LIFE SAFTEY MARK MANGELS (ACCT MGR) (952) 930-0006 C:(619) 961 -8280 2820 CAMINO del RIO SOUTH, SUITE 200; SAN DIEGO, CA 92108 NONE 1,5,7 24 BREAKROOM DOOR LOCK/ LOADING DOCK EXIT DOOR PANIC DEVICE LOCKNET INC VICKI HEILIG (800) 887 -4307 EXT. 111 100 COURCHELLE DRIVE NICHOLASVILLE, KY 40356-1067 NONE 1 ,7 ITEMS SUPPLIED AND INSTALLED BY G.C. 25 ENERGY MANAGEMENT SYSTEM SITE CONTROLS RITA TREVINO CUSTOMER SERVICE (877) 306-9400 (512) 306-9400 - - NONE . 1,7 - ALL TENANT IMPROVEMENTS NOT LISTED ABOVE SHALL BE SUPPLIED AND INSTALLED BY THE GENERALCONTRACTOR OR DULY A PPOINTED SUBCONTRACTOR THE GENERAL CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE FOLLOWING IMPROVEMENTS: SUPPLY AND INSTALL 1 ALL DOOR HARD WARE ( AS SPECIFIED ON THE DOOR SCHEDULE) 2 RADIONICS BRAND FIRE ALARM PANEL LOCATED AT PHONE BOARD. 3 25 PAIR PHONE CABLE FROM PHONE COMPANY BOX. TO MSI PHONE BOARD LOCATED IN MEZZANINE. INCLUDES ALL CONDUIT AND CONNECTION TO LANDLORD/ (PHONE COMPANY BOX) AND M BOARD 4 ENERGY MANAGEMENT SYSTEM (AS SPECIFIED ON THE ELECTRICAL AND EMS DRAWINGS). 5 EXIT PANIC DEVICES LOCK SETS WITH CYLINDER CORES. 6 CONVEYOR, INCLUDING COMPLETE INSTALLATION AND CONTROLS HOOK -UP 7 CLASSROOM CABINET, COUNTER ASSEMBLY AND DISPLAY PANELS, CLASSROOM WAINSCOT AND CHAIR RAIL ASSEMBLY. THESE ITEMS MAKE UP THE CLASSROOM FIXTURE PACKAGE. 26 ' RESTROOM FLOOR TILE AND BASE SHAW CERAMICS CUSTOMER SERVICE 800- 742 -9872 - NONE 1 ,7 C O ORDINATE PRODUCT LEAD TIMES WITH VENDOR. REQUIRED VENDER IN ALL JURISDICTIONS ENFORCING BOTH THE 2002 EDITION OF NFPA 13 AND UNIFORM FIRE CODE MAY REQUIRE A 40 GPH/2500 SQ. FT SYSTEM PROVIDE 48 HOUR NOTIFICATION TO VENDOR FOR INSPECTIONS O S AUTOMATIC DOORS MAY REQUIRE AN 8 WEEK LEAD TIME FOR PROTOTYPICAL DOORS AND A 12 WEEK SC HEDULE SIGN INSTALLATION WITH VENDOR AND M.S.I. LEAD TIME FOR NON - PROTOTYPICAL (PAINTCOLORS, ETC.) SCHEDULE COMPACTOR INSTALLATION WITH VENDOR AND M.S.I. COST ASSOCIATED WITH THE USE OF VENDORS WILL BE (COMPACTOR PURCHASED BY M.S.I.) AT THE SOLE COST OF THE CONTRACTOR OR SUBCONTRACTOR (COMPACTOR EXCLUDED) • NATIONAL PRICING CONTRACTS ARE IN PLACE WITH ALL OF THE VENDORS INDICATED PRODUCT SPECIFICATION WHERE PRODUCTS ARE NOT INDICATED ON THE PREFERRED VENDOR LIST ABOVE AND SPECIFIED ONLY BY REFERENCED STANDARDS, THE CONTRACTOR SHALL INSTALL ANY PRODUCT MANUFACTURER MEETING STANDARDS. WHERE PRODUCTS ARE INDICATED ON THE PREFERRED VENDOR LIST ABOVE AND SEVERAL MANUFACTURERS ARE SHOWN CONTRACTOR SHALL CHOOSE ANY MANUFACTURER LISTED. ALTERNATES TO THE UST ARE NOT ACCEPTABLE. WHERE PRODUCTS ARE INDICATED ON THE PREFERRED VENDOR UST ABOVE AND ONLY ONE MANUFACTURER /5 SHOWN, THE CONTRACTOR CAN USE ONLY THE MANUFACTURER LISTED. ALTERNATES TO THE LIST ARE NOT ACCEPTABLE. REFERENCE <EY I \DEX GRAPHIC h4DEX CEILIkG GRAPHIC INDEX ABBREVIATIONS At NORTH ARROW KEY SP2 • NOT USED ACT ACOUSTICAL CEILING TILE AFF ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE ALUM ALUMINUM BD BLKG BOARD ,_ nP ��' � BLOCKING �� BUR BUILT UP ROOF CJ CONTROL JOINT C � AP? CL CENTER LINE 0 2' P, 7.5) CLG CEILING CMU CONCRETE MASONARY UNI ,� N1\1 , CONC CONCRETE C, ■ 1 �� 1.1`@ �``'° DTL DETAIL DR DOOR ELEC ELECTRICAL ELEV ELEVATION EXT EXTERIOR FIN FL FINISH FLOOR FRP FIBERGLASS REINFORCED PANEL GA GAUGE GL GLASS GWB GYPSUM WALL BOARD GYP GYPSUM HORIZ HORIZONTAL HVAC HEATING VENTING AND AIR CONDITIONING INS INSULATION INT INTERIOR LH LEFT HAND MDF MEDIUM DENSITY FIBER MECH MECHANICAL MFR MANUFACTURED MS/ MICHAELS STORES INC MTh METAL NIC NOT IN CONTRACT OPH OPPOSITE HAND PLAM PLASTIC LAMINATE PSF POUNDS PER SQUARE FOOT PS/ POUNDS PER SQUARE INCH PTD PAINTED PWL7 PLYWOOD REF REFERENCE RH RIGHT HAND RTU ROOF TOP UNIT SEPARATE SCHED SCHEDULE PERMIT AND SfM SIMILAR CONDITION � � � - - ..., 1 SPEC SPECIFICATION SST STAINLESS STEEL STCO STUCCO STL STEEL SYN SYNTHETIC T08 TOP OF {SEAM TOJ TOP OF JOIST TDS TOP OF STEEL TYF' TYPICAL ALL LOCATIONS VERT VERTICAL VCT VINYL COMPOSITE TILE WD WOOD NOT USED FLUORESCENT HIGH BAY FIXTURE NEW LOW HEIGHT WALL CONSTRUCTION ETA / L NEW FULL HEIGHT WALL CONSTRUCTION A2 FLUORESCENT HIGH BAY FIXTURE CIRCUITED FOR NIGHT LIGHT OPERATION PLAN TITLE AND SCALE 0 SCALE. NTS FINISH FLOOR PLAN COLUMN LINE KEY FIXTURE PLAN A5 REFLECTED CEILING PLAN I I 8' -0" FLUORESCENT STRIP FIXTURE NEW RATED WALL CONSTRUCTION A7 ENLARGED PLANS A8 EXTERIOR ELEVATIONS XXX NOT USED NOT USED Ng _Jwl .. -.._ _._... ._. R � R 8' -0" FLUORESCENT STRIP FIXTURE EXISTING RATED WALL CONSTRUCTION ROOM DESIGNATION KEY ROOM CIRCUITED FOR NIGHT LIGHT OPERATION A10.3 NOT USED 1 1 4' -Q" FLUORESCENT STRIP FIXTURE X1-X# AFF X - tAT CELING ELEVATION ' , WALL CONSTRUCTION ABOVE LOCATION ELEVATION KEY OR BEYOND INTERIOR WALL SECTIONS Al3 HEAD & DOOR DETAILS A14 EX L DETAIL SECTION KEY I 1 WALL TO BE REMOVED I 1 4' -O" EXTERIOR RATED FLUORCENT STRIP CONSTRUCTION A16 MILLWORK DETAILS A16.1 WALL FINISH DETAILS 11011=IOTA = 111(!1•`- , '' , . PENDANT MOUNTED EXIT AND EMERGENCY COMBO FIXTURE WITH EMERGENCY BATTERY BACK-UP FIRE SERVICE SITE PLAN Illilliiliiilliill FIRE SPRINKLER PIPING PLAN FP3 FIRE PROTECTION DETAILS BUILDING- SECTION KEY iiiiii= _ iiiii' =ii�iii'= MP1.1 COMPACTED SUBGRADE MP1.2 HVAC DETAILS u1uL.,[I111 .[tllll MP3 MECHANICAL SPECIFICATIONS MP3.1 PLUMBING SPECIFICATIONS . T _ �*' WALL MOUNTED EXIT SIGN WITH EMERGENCY BATTERY BACK -UP ELECTRICAL SCHEDULES, GENERAL NOTES - 0 - 0 - 0 D O 0 0 0 0 ` D 0 0 . :OnOr\°. COMPACTED STONE BASE E2.1 WALL TYPE IDENTIFICATION E3 ENLARGED ELECTRICAL PLANS & ELEVATIONS E3.1 ELECTRICAL ELEVATIONS AND DETAILS ® ELECTRICAL DETAILS E5 ELECTRICAL SPECIFICATIONS WALL OR PENDANT MOUNTED DIRECTIONAL EXIT WITH EMERGENCY BATTERY BACK -UP ELECTRICAL SPECIFICATIONS . .. . • _ . ' ` . COMPACTED SAND BASE ELEVATION REFERENCE KEY EMS SINGLE LINE DIAGRAM DZC MOUNTING AND WIRING DETAILS EMS-3 DTA SENSOR AND ENERGY METER WIRING DETAIL DOOR IDENTIFICATION KEY DZP DIPSWITCH SETTINGS EMS -5 SLP -I /O MODULE WIRING DIAGRAMS . J.�..,..; .e..- a.. POURED CONCRETE WALL MOUNTED EMERGENCY SPOT WITH EMERGENCY BATTERY BACK -UP - JAN 11 2008 PEI"a vile GIN I EF MISC. ITEM IDENTIFICATION KEY RECESSED COMPACT FLUORESCENT LIGHT FIXTURE : + + �� # ♦ *�� 1._ _ _ ! - 4 , _ _ a - l CONRETE MASORY UNIT AEVA STEEL CONSTRUCTION EXTERIOR WALL PACK FIXTURE Nor FINISH IDENTIFICATION KEY NOTE REFERENCE KEY RIGID INSULATION NEE EXTERIOR WALL MOUNTED DOOR NIGHT LIGHT XX WINDOW IDENTIFICATION KEY MI BAIT INSULATION CEILING AIR SUPPLY DIFFUSER PLAN REVISION KEY FRAME CONTINUOUS �`� „�� \\ CEILING AIR RETURN GRILL X XXX _ o e SPRINKLER HEAD LOCATION WOOD FRAME BLOCKING - FINISH CHANGE KEY X /A -X FINISH WOOD TRIM 2x4 LAY -IN CEILING GRID ENLARGED PLAN REFERENCE SHEET INDEX CVR COVER IND INDEX, GENERAL NOTES SP1 SITE PLAN - FOR REFERENCE ONLY NO CHANGES SP2 • NOT USED SP3 NOT USED Al SPECIFICATIONS, SCHEDULES, AND NOTES A2 FLOOR PLAN A3 FINISH FLOOR PLAN A4 FIXTURE PLAN A5 REFLECTED CEILING PLAN A6 ROOF PLAN ' A7 ENLARGED PLANS A8 EXTERIOR ELEVATIONS A9 NOT USED NOT USED Ng _Jwl AID A10.1 NOT USED liF A10.2 P lIV NOT USED A10.3 NOT USED A10.4 NOT USED A10.5 NOT USED All COLUMN DETAILS & HEAD DETAILS Al 2 INTERIOR WALL SECTIONS Al3 HEAD & DOOR DETAILS A14 NOT USED Al 5 INTERIOR ELEVATIONS A15.1 INTERIOR ELEVATIONS A16 MILLWORK DETAILS A16.1 WALL FINISH DETAILS FP1 FIRE SERVICE SITE PLAN FP2 FIRE SPRINKLER PIPING PLAN FP3 FIRE PROTECTION DETAILS MP1 MECHANICAL SCHEDULES, GENERAL NOTES MP1.1 MECHANICAL PLANS MP1.2 HVAC DETAILS MP2 PLUMBING PLANS MP3 MECHANICAL SPECIFICATIONS MP3.1 PLUMBING SPECIFICATIONS El ELECTRICAL SCHEDULES, GENERAL NOTES E2 ELECTRICAL FLOOR PLANS E2.1 ELECTRICAL LIGHTING PLANS E3 ENLARGED ELECTRICAL PLANS & ELEVATIONS E3.1 ELECTRICAL ELEVATIONS AND DETAILS E4 ELECTRICAL DETAILS E5 ELECTRICAL SPECIFICATIONS E5.1 ELECTRICAL SPECIFICATIONS EMS -1 EMS -2 EMS SINGLE LINE DIAGRAM DZC MOUNTING AND WIRING DETAILS EMS-3 DTA SENSOR AND ENERGY METER WIRING DETAIL EMS -4 DZP DIPSWITCH SETTINGS EMS -5 SLP -I /O MODULE WIRING DIAGRAMS l,�12� ff .. ?IN:. 44 ?,-: N 1 fin, 0..A - JAN 11 2008 PEI"a vile GIN I EF Donahou Design Group A JOINT VENTURE WITH 1 artners Architectural Design Group, Inc. 2150 N 107th Street Suite 501 Seattle, Wa 98133 206.363.1960 T w W W tu tu 0 1 0) N 0 0 N CD DRAWING CONTENTS: COVER SHEET DRAWING NO.: IND '11 B P AREA 'A' TOTAL SITE AREA: IN-UNE and PAD RETAIL: BULK RETAIL: 'TOTAL RETAL AREA: TOTAL RESTAURANT: RETAIL PARKING: 367,328 S.F. • 4/1000 BULK RETAL PARKING: 61,440 S.F. ' .2.5/1000 RESTAURANT PARKING: 29,275 S.F. • 10/1000 STALLS REOUIRED PARKING VARIANCE TOTAL PARKING STALLS REQUIRED TOTAL STANDARD STALLS TOTAL COMPACT STALLS = TOTAL HANDICAP STALLS = TOTAL STALLS PROVIDED TOTAL STALLS OVER REQUIRED ACTUAL PARKING RATIO: RETAIL PARKING BULK RETAI.. PARKING: RESTAURANT PARKING: 1,291272 S.F. 1C: d C:C71 CI CI TC C! tC! C! CTC C.C!Cie! CIC!CICC :C +CI C; CIC CICi � . C1 GtG `.G:C!CG;w`.pzG!C!CICIGIGIG i4i,C:GG C:pc:C :C:WG;C C1G :G;G:G!c; CG�G G G G: G'G.G:G:GIG!0!G • PROPOSED CART sports 43,500 S.F. M / n xa.:.x.9111t111=il>:V•KN INIMMEiL•: A•••:.Y11•10•a►t!._ ::W 1rtrrurtwtt ✓ :%6 :!.. wr0 ∎rtt- :ss•.ws, 1 11111.11111111 .�. 10/1111=10 rrrr7r� -- MIMES - - - (29.64 ACRES) 367,328 S.F. 61440 S.F. 428,768 S.F. • 29,275.S.F. 1,470 SPACES 154 SPACES 292 SPACES 1950 SPACES -180 SPACES 1,736 SPACES 1,317 SPACES 398 SPACES •21 SPACES 1,736 SPACES 0 SPACES 3.5 STALLS /1000 S.F. 2.5.STALLS /1000 S F. 10 STALLS /1000 S.F. ■61.1 M1 C SITE PLAN 1" = 8 0 0„ AREA 'B' ' TOTAL SITE AREA.'B' and 'Br: TOTAL THEATER: THEATER PARKING: TOTAL SPACES REQUIRED: TOTAL STANDARD STALLS a TOTAL COMPACT STALLS » 'TOTAL HANDICAP STALLS TOTAL STALLS PROVIDED: AREA 'B1' TOTAL RESTAURANT: RESTAURANT PARKING 'TOTAL STALLS REQUIRED 2. TOTAL STANDARD STALLS TOTAL COMPACT STALLS TOTAL HANDICAP STALLS •= TOTAL STALLS PROVIDED AREA 'B and Br TOTAL TOTAL STALLS REQUIRED AREA 'R 81" • TOTAL STALLS PROVIDED AREA'S and 81' -= TOTAL STALLS OVER REQUIRED (N) BUILDING FUTURE BUILDING (N.I.C.) 358,975 SP. (824 ACRES) 51,100 S.F. 2,242 SEATS -• 1/ 4 561 SPACES 16,000 S.F. 16,000 S.F. * 10/1000 160 SPACES 413 SPACES 134 SPACES 14 SPACES 561 SPACES 148 SPACES 8 SPACES 4 SPACES 160 SPACES 721 SPACES 721 SPACES 0 SPACES (N) BUILDING AREA 'C' TOTAL SITE AREA: TOTAL BULK' RETAIL: TOTALRESTAURAN'I TOTAL BUILDING AREA BULK RETAIL PARKING: .43,500.2.5/1000 RESTAURANT PARKING 1Z200 S.F. • 10/1000 TOTAL STALLS REQUIRED: TOTAL STANDARD STALLS TOTAL COMPACT STALLS TOTAL HANDICAP STALLS "TOTAL STALLS PROVIDED: - TOTAL STALLS OVER REQUIRED .up. 1 , ,. .wea ,m.. . San •.m. r 1 i1 5 55' ogz Fe:gE.N .205,913 S.F. (4.73 ACRES) (E) C 433;500 S.F. 12,200 S.F. 55,700 S.F. 108 SPACES 122 SPACES 230 SPACES 177 SPACES 61.SPACES 4 SPACES 242 SPACES 12 SPACES EMS i M3 1 LEES 26,271 S.F. .r. wrs • .ay ..eka • 11 i! j nil; l 1 SITE AREA 'A';'S' and •'C' TOTAL TOTAL SITE AREA: TOTAL IN- -LINE . RETAIL: TOTAL PAD RETAIL: TOTAL BULK RETAIL: TOTAL RESTAURANT: TOTAL 'THEATEF TOTAL BUILDING AREA TOTAL STANDARD STALLS TOTAL COMPACT STALLS =(22%) TOTAL HANDICAP STALLS TOTAL STALLS PROVIDED: TOTAL STALLS REOUIRED (TOTAL NCB PAR ON° VARIANCE 190 SPASES) TOTAL LOADING AREAS REQUIRED: TOTAL LOADING AREAS PROVIDED TOTAL BICYCLE STALLS PROVIDED: TOTAL BICYCLE •STALLS REQUIRED: OVERALL RATIO: (E) j ( COST PLUS WORLD UARKE1 1 16,800 S.F. 1,856,169 S.F. (42.61 ACRES) 371,808 S.F. 16,720 S.F. 83,740 S.F. 57,475 S.F. 41,776 S.F. ' ; ; •71,619 SP. 2,047 SPACES 604 SPACES •43 SPACES 2,694 SPACES 2,683 SPACES 9 9 '54 54 4.75 1 j : 1 :• Mhz . is Gift GEC: G' C: G G: C: c1c1c: GiG. Gic' C1GiC G; G •C;0!C1G:'Cta!C:G,C,G!41616!GIG G}G!GiC G: C■G! C7C !G &c :GiG!G :C'C1C•C;C!C,G:C PROPOSED THEATER 41,776 N.I.C. r I ? ! GIGIClG IG:C7C�G!C!G • magmliamlagazieur vgassa mew •Ftimis=mma EXISTING SIDEWALK. G • ACT ME ' . 1 X1 . 11 NEW SIDEWALK LANDSCAPE AREA (SEE LANDSCAPE) 0 ASPHALT PAVING (SEE CIVIL) 0 CONCRETE PAVING \. / PLAZA AREA (SEE PLAZA PLANS) . 31 CART RETURN (SEE DETAIL 5/:41.3) 32 510 - FILTRATION 5WALE (SEE CIVIL) f ) SITE PLAN NOTES 1 ) -- KEYNOTES SITE PLAN SITE SIGNAGE (COORDINATE WITH SITE ELECTRICAL) BIKE RACK (SEE DETAIL 6/41.2) DIRECTIONAL ARROWS / STOP BARS (SEE DETAIL 15/A1,2) LIGHT POLES (SEE SITE ELECTRICAL) I- IANDICAP :RAMP (SEE DETAIL 1/A1.2) PARKING STRIPING (SEE DETAIL 14/41.2) 13 CONCRETE LOADING RAMP ® HANDICAP PARKING SPACE (SEE DETAILS 2 4 3/41.2) 15 CONCRETE WHEEL STOPS (SEE DETAIL 16/A1.2) I BOLLARD (SEE DETAIL 13/.41.2) 0 HANDICAP SIGN (SEE DETAIL 4 4 5/A1.2) 0 TRASH ENCLOSURE (SEE DETAIL. 6 / 412) 19 LINE OF BUILDING CANOPY / COLUMNS 2ID CHAIN LINK FENCE 0 CONCRETE RETAINING WALL (SEE CIVIL / STRUCTURAL) 22 TRANSFORMERS / VAULTS (SEE ELECTRICAL) 23 TEMPORARYCURB. (REDWOOD STRIP) 24 LIGHTED BOLLARDS (SEE ELECTRICAL) 25 "LIt4ITS OF WORK" CONTRACT LINE 2D "PAINTED" ISLAND STRIPING 0 CONCRETE STAIRS (SEE DETAIL 3/41.3) 28 CAST -IN -PLACE CONCRETE CURB (SEE CIVIL) 29 SCREEN WALL (SEE EXTERIOR ELEVATIONS) TRASH COMPACTOR 7 C L ) C ) - A. PROVIDE CONTROL JOINTS AT SIDEWALKS AS SHOWN OR AT 5' -0" O.C. TYPICAL, EXPANSION JOINTS AT 20' - 0.C.• TYPICAL 8_ SEE LANDSCAPE PLAN FOR ALL IRRIGATION, PLANTING AND EXISTING LANDSCAPE CONDITIONS PRIOR TO ANY WORK. C. REFER•TO ALL CIVIL PLANS FOR GRADE LOCATIONS AND COORDINATE WITH ALL LANDSCAPING/PYLON / MONUMENT SIGNS AND CATCH BASINS. D. CONTRACTOR 15 RESPONSIBLE FOR REMOVING AND REPLACING ALL EXISTING SIGNS, MAILBOXES, FENCES, LANDSCAPING, ETC. TO AVOID DAMAGE DURING CONSTRUCTION. E.. CONTRACTOR SMALL VERIFY ALL SITE 'DIMENSIONS AND CONDITIONS PRIOR TO EXECUTION OF ANY WORK, AND 51-IALL. NOTIFY THE ARCHITECT OF ANY DISCREPANCY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED DUE TO 1-115 FAILURE TO DO SO. • F. VERIFY ALL EXISTING LANDSCAPING ON THE SITE PRIOR TO ANY GRADING. REFER TO LANDSCAPE PLANS FOR ALL NEW PLANTINGS AND ANY EXISTING TREES, SHRUBS OR FLOWERS. G. PROVIDE ADDITIONAL LENGTH ON ELECTRICAL POLE SASES AT 540-WALES AND SLOPED LANDSCAPE AREAS (VERIFY) REFER TO CIVIL AND LANDSCAPE DOCUMENTS FOR ADDITIONAL INFO. c ) EN :ED FOR CODE COMPLIANCE. APPROV r, A. Mi 0 n n n 0 0 0 n 0 1 00 43( LEGEND — SITE PLAN TE 61 esE (E) SITE SICINAGE t �r,��• ;ri P T KEY PLAN LOADING tbete CLAM JUMPER 12200. N.I.C. KEYNOTE (SEE ABOVE) PARKING STALL TOTAL BUILDING / SITE LIMITS OF WORK PROPERTY LINE PARCEL LINES PYLON f MONUMENT SIGNS (SEE SITE ELECTRICAL) "EXISTING" PARKING CURBS PAINTED ISLAND STRIPING CAR /VAN "CARPOOL" PARKING SPACE "COMPACT" PARKING SPACE "EMPLOYEE" PARKING SPACE STAMPED CONCRETE PEDESTRIAN WALKS 151 CYCLE RACK PAINTED DIRECTIONAL ARROWS LIGHT POLES (SEE ELECTRICAL PLAN) SIGNALIZED STREET / INTERSECTION TRANSFORMERS / VAULTS (SEE ELECTRICAL) REVISION CLOUD (SEE DELTA #) CHAIN LINK FENCE CONCRETE PLAZA AREAS (HEAVY BROOM F INISH) LIGHT BOLLARDS (SEE ELECTRICAL) "STOP" / "ONLY" DIRECTIONAL POLE SIGNAGE CROSSWALK STRIPING 1 RECYCLE/ TRASH SEE 6/AI..2 SEE $ - EET A1.3 I SEE SHEET ,41 .-4. PFICPOSED FURNITURE TENANT 43.500 SP. N.I.C. RECEIVED JAN 11 2008 SEE SHEET A7 GL TER c iOJECT NO. 97111 DRAWN BY : CHECKED BY : DATE : • IAN. 16, I Gi9S REVISION SITE •PLAN BENNER �+ STANGE ASSOCIATES A RI C.4107 E C T S; P:C. 501 S.W. MEADOWS RD. SUITE 43Q LAKE OSWEGO, OR 97035 • (503) 670 -0234 FAX (503) 670-0235 A1.1 SF.1. DOOR AND WINDOW SCHEDULE ROOM FINISH SCHEDULE ROOM NAM TYPE DIMENSIONS FRAME DETAILS GLASS HARDWARE NOTE NO ROOM FLOOR BASE WALLS CEILING NOTE DOOR NUMBER DOOR, WINDOW TYPE "IONS i`1lVd CASED OPENING WIDTH HEIG ALUM. /GLASS HOLLOW METAL WOOD SOLID CORE POLYMER CELL CORE 24GA STEEL ALUMINUM WELDED HOLLOW METAL GALVANIZED STEEL 1/4" LAMINATED 1/4" TEMPERED 1" INSULATED GLASS LOCKSET PUSH / PULL PASSAGE CLOSER DOOR NOTE 31 & 32 DOOR ALARM DEVICE STRIKE PIN NON — REMOVABLE ill BUTTS BALL BEARING BUTTS PLAIN BEARING DOOR STOP KICK DOWN SILENCERS ACCESS. THRESHOLD SEE Al 1 /DTL -5 WEATHERSTRIPPING SWEEP TRESHOLD REDUCER STRIP (ALUMINUM) DOOR SCOPE PANIC DEVICE KICK PLATE THEFT BLOCKER PLATE Lam, j J ffil L7,71 rJ !J /A. t o .L ill. [0 Mk L91 Ilk /A L:�► i1 WI '�C/ W W © W © W Y W ©► © ' W W �7 `iT . j '' y w . 100 VESTIBULE III I 41411101 % a %, 1,9 101 SALES / / �, �, �, „ r f r % 2,3.4, 102 MEETING %% % a 4 6,9,10 1 03 OFOFFICE CE CA SH %/ % %, // ! �• �\ � � � r �� % %�! +4*. % % 2,9 2,9 ® 3TOREFRONT VESTIBULE U 3 ° --fi -1 /2" 7' -v" 1 -3/4" % j % j 6 A13 / 10/A13 % % j % 35 104 1 01 VESTIBULE %, 4' -D" 7' -O" 1 -3/4" 5/A13 10/A13 %, / 35 105 STAGING %, % 3 01 VESTIBULE L % �j 4 -0 ' » 7 -0 " 1 -3 4 / " % � % Ill Ill % %, % % 5/A13 5 A13 10 A13 / % / 35 106 FRAMEROOM % �� ,, 2,5,9 I� SALES EXIT DOOR D 3' --0 7' -0" 1- 3/4 » , f 1-3/4" 1 -3/4 �% 2/A11 1/A13 /A13 2/A10.3ii sIM. 6/A13 �% 35 107 BREAKROOM %, / / , /// �, % % � ! �_� A I I ` ,�_ -kgzaAvN•jvaLA. � / � � / � �i, p � � l _ / % / 2 � MEETING B %, 3 -0 " 7 - 0 " % % / / /r / //r 2,6,15,17 23,26,36 1 0 8 JANITORS CLOSEf 3 OFFICE A� 3'- 7' -D 1 -3/4 "j 1 /A13 fi /A13� f, �� %j % %j ��///// % 2,6,15,17 23,24,25 26,35 109 CORRIDOR 2,9 04 CASH C 3 -0 » 7 -0 ' » 1-3/4" % 1 /A13 6/A13 �//// % % %% %/ 2,4,6 15, 17,23 24,25,26 110 MEN 05 STAGING G % 3' -D» 8' -0 " 1 -1/2" / % 2/A13 7/A13 2,3,29 30 111 WOMEN MW _ \ ALArF11111� � � 06 FRAMEROOM % 4' -0" 7' -O" - -- % 3/A13 8/A13 2 11 2 FLORALi % 8,9 07 ► BREAKROOM B / „ 3 -0 7 -0 1 -3/4 �� MI 1 /A13 6/A13 j % ` d, %, 33 113 CORRIDOR / �' �� ■ �'' -, ,...►, ,, - 1 /A13 6/A13 % / i / % / / �//i 35 07B BREAKROOM B 3 -0 „ 7 - 0 1 -3/4 " 117 CORRIDOR KAN ■ "�,. �, �"�� 1 A13 / 6 A13 / % % % % %, %/ /j /j % //jj 2_ 1 23 24 > 25,26,35 0 S JANITORS CLOSET B ///� / ////� 3 ' -O" 7' -Q" 1 -3 4" / % 1. REFER TO FINISH SCHEDULE FOR MARK IDENTIFICATION 6. SHEET ROCK TO BE GREEN BOARD TYPE 2. ROTATE EVERY OTHER VCT TILE FOR NON - DIRECTIONAL PATTERN 7, SEALER FOR MEZZANINE ONLY IF CONCRETE FINISH 3. CEILING IS OPEN TO DECK 8. WAINSCOT COMES WITH SELECT MAPLE CHAIR RAIL 4. PAINT DECK AND ALL STRUCTURAL SUPPORT MEMBERS ABOVE 9. REPAIR AND PATCH WALLS PRIOR TO FINISHING 5. REFER TO INTERIOR ELEVATIONS FOR PEG BOARD HEIGHT 10. REPLACE DAMAGED COVE BASE - MATCH ADJACENT E PLAN NORTH DENOTES CORRESPONDING s FINISH TO CORRESPONDING WALL IN ROOM INDICATED 2 09 CORRIDOR F % 5 '- 2 -1/2" ' " 7 -0 - -- %, 3/A13 8/A13 W 09 y CORRIDOR B 3'--O" 7'-O" O" 1 --3 % 1 /A13 6/ A13 % / % it / 35 FINISH SCHEDULE % f, • 1 /A13 6/A13 % %, %/ %, %, %G 35 ■ 09,i CORRIDOR B �G 3 -D 7 -0 1 -3/4 " MARK 1 DESCRIPTION I CATALOG NO COLOR FINISH I STANDARD TEST I FLAME SMOKE L I MANUF. MANUF. CONTACT REMARKS INTERIOR PAINTS AND PRIMERS I i 0 MEN B �, 3' -D" 7' -O" 1 -3/4" � / 1 /A13 6/A13 �j j j � � j ///� j �, / 35 35 INTERIOR WALL PAINT B20W201 PRO MAR 200 SW7005 PURE WHITE EGG SHELL ASTM E84-91a 10 CLASS A SHERWIN WILLIAMS VARIES PAINT SURFACE SMOOTH APPLY 2 COATS % % % %, / "'" " "• i flp WOMEN B B 111111 3 7 -0 1-3/4" % % % 1/A13 6/A13 if Q, INTERIOR DOOR PAINT B34W201 PRO MAR 200 SW7005 PURE WHITE ALKYD SEMI -GLOSS ASTM E84 -91 a CLASS A 10 CLASS A SHERWIN WILLIAMS VARIES PAINT SURFACE SMOOTH APPLY 2 COATS 3' -0" 7' -O" 1 -3/4 " % 1/A13 6/A13 2,6,15,17 23,26,36 lb FLORAL p © INTERIOR ACCENT PAINT SW 1602 COLOR ACCENT THEATER RED EGG SHELL ASTM E84 -91 a CLASS A 1 D CLASS A SHERWIN WILLIAMS VARIES PAINT SURFACE SMOOTH APPLY 2 COATS INTERIOR NT DRYS A 60 BRILLIANT II FLAT ASTM E84 -91 a CLAS A CLASS A SHERWIN ILLAMIS VARIES PAINT SMOOTH illi CORRIDOR EXIT D % 3' -O" 7'-�Q" 1 % 2/A11 2/A10.3 SIM. % //ff��/G % %%/ % % % { -- ____ 35 35,37 v INTERIOR WALL PRIMER B51W20 PROBLOCK r __ ___ ASTM E84-91a CLASS A 10 CLASS A SHERWIN WILLIAMS VARIES PAINT SURFACE SMOOTH APPLY 1 COAT % 114 CORRIDOR EXIT D � 3'--O" 7' -O" 1 -3/4" j 2/A11 2 /A1 O SIM. ACCENT PRIMER PREP RITE 200 - �' - ' -`- ASTM E84-91a CLASS A 10 CLASS A SHERWIN WILLIAMS VARIES PAINT SURFACE SMOOTH APPLY 1 COAT v D G O R AND FRAME BY M I C H A E ._ - iiip COMPACTOR j, DOOR A N FR A :Y IC A LS I.�► D INTERIOR DECK PRIMER B5OWZ4 KEMBOND OFF WHITE -- -- ASTM E84-91a CLASS A 10 CLASS A SHERWIN WILLIAMS VARIES PAINT SURFACE SMOOTH APPLY 1 COAT FLOOR COVERINGS 116 ROLL --UP 8'-O" 10' -0" 24GA 1/A1O.3 2/A10.3 35 1� VCT FLOORING 51911 CLASSIC WHITE ASTM -E648 ASTM -E662 ___ < 450 ARMSTRONG 800 EXT. 8563 PROVIDE 2 ADDITIONAL BOXES AND LEAVE ON SITE 35 0 STAGING EXIT DOOR B 3 ' -D " 7' -0" 1 -3/4" 1/A13 6/A13 f� / VESTIBULE CARPET SQUARES DURATION GRIP FAST WROUGHT IRON EXTERIOR INSERT ASTM -E648 ASTM -E662 -__ < 450 GRAND ENTRANCE 888 COURTNEY GERVASONI MUST PURCHASE GRIP FAST TAPE FOR FAX ORDERS: (908) 849 -4295 v f j I �\ 35 11 S STAGING EXIT DOOR D i 3' -0" 7' -0" 1 -3/4" % 2/A11 2/A11 SIM. / CERAMIC FLOOR TILE 13 "X13" CS883 VENTANA 100 V2 MODERATE ASTM- 0373 -72 ASTM -C1028 -_- -_� SHAW CERAMICS 800 - 742 - 9872 CUSTOMER SERV. MATCHING GROUT #204 WHEAT © INTERIOR REDUCER STRIP CTA -XX -D VINYL CHARCOAL - --- ASTM -E648 ASTM -E662 CLASS 1 < 450 JOHNSONITE SECURE TO CONC FLOOR PER MANUF. REC. �/ /, 35,37 � ' jG 2 /A11 2/A11j SIM. 119 STAGING EXIT DOOR D y , » 3 -0 7 -0 1 -3/4 % v INTERIOR FLOOR SEALER H &C CONCRETE SEALER 23 CLEAR NON YELLOW SEMI GLOSS ASTM E84-91a CLASS A 0 CLASS A 0 SHERWIN WILLIAMS 216 566 - 2276 ROLL SURFACE SMOOTH APPLY 2 COATS VESTIBULE 1 / r „ 7 -O „ 4 -4 4-1/2" FRAME , / / 5/A13 SIM. 5/A1.3 SIM. % ware L1 w Q 1 MARBLE THRESHOLD VARIES WHITE POLISHED �'-"� - -- - -- . _.. _ _ ACCESSIBLE THRESHOLD BEVELED ON BOTH SIDES. F� VESTIBULE K j 4� 1O" 5' -4" 4 -1/2" FRAME % 5 / A13 5/A13 SIM. CARPET 2 2A • -10" 2 -Q DOOR SCHEDULE NOTES 11. INSTALL OUTSIDE KEY CUT -OFF SWITCH. 22. INSTALL WEATHERSTRIPPING DOOR GASKETS AT SIDES AND 32. ALL EXIT DOORS SHALL BE PROVIDED WITH ADJUSTABLE TOP OF FRAME WITH SWEEP AT BOTTOM OF DOOR CLOSERS THAT ARE SET TO RELEASE THE DOOR WITH A FORCE 1. PROVIDE SIGNAGE OVER EXIT DOOR AS REQUIRED BY LOCAL 12. STANLEY DURAGLIDE 3000 SINGLE SLIDING DOORS. ONE (1) NO GREATER THAN 5LBS IN THE DIRECTION OF EGRESS. CODE STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS ON /OFF HOLD OPEN SWITCH. VENDOR IS STANLEY DOOR. 23. ADA APPROVED LEVER TYPE HARDWARE AT ALL DOORS THAT DO NOT RECEIVE PANIC HARDWARE. 33. INDOOR ELECTRONIC DIGITAL LOCK. MODEL #DL2700IC /26D. INSTALL 2. FOR DOOR AND FRAME PAINT REFER TO INTERIOR ELEVATION COLOR KEYS 13. REDUCER STRIP REQUIRED BETWEEN SLIDER THRESHOLD KETPAD ON CORRIDOR SIDE OF BREAKROOM DOOR. THE VENDOR IS AND ENTRANCE CARPET. VENDOR IS GRAND ENTRANCE 24. PASSAGE SET INSIDE ONLY, NO INTERIOR THUMB TURN. LOCKNET 3. DOUBLE ACTION DOOR IS ORDERED WITHOUT FRAME. 25. CONSTRUCTION CORE LOCKSET TO AUTOMATICALLY LOCK FROM 14. NOT USED. 34. SUR -LOCK EXIT CONTROL ALARM LOCK AT STAGING EXIT MAN 4. DOOR SCOPE SHALL BE A WIDE ANGLE VIEWER, CAN VIEW IMAGES WHILE OUTSIDE WHEN CLOSED WITH KEY IN LOCK CORE. STANDING 6 FEET AWAY FROM VIEWER. 132 DEGREE VIEWING ANGLE W/ 15. DOOR STOP TO BE FLOOR MOUNTED W/ ALUMINUM FINISH DOOR ONLY, THE VENDOR 15 LOCKNET. MODEL # I/O2000L --0310 ALUMINUM FINISH. REFER TO DETAIL 13/A13. 26. PASSAGE SETS W/0 LOCK ARE SCHLAGE AL SERIES- AL1 o5 -F75. 16. PANIC HARDWARE IS ALARM LOCK MODEL 700 SERIES, LEVER /LOCK SET ARE SCHLAGE AL SERIES- AL8OBD- F86. 35. EXISTING - TO REMAIN. CLEAN AND RECONDITION ALL DOORS. ORDER FROM REFER TO DOOR LOCK HARDWARE ABOVE. REFER TO DOOR LOCK HARDWARE ABOVE. CLEAN AND REPAIR ALL THE GLASS. PATCH AND PAINT REPAIR HARDWARE. C. GEORGE AND ASSOCIATES - (301) 251-0960/ REPLACE ONLY IF REQUIRED. 17. DOOR TO BE PAINT GRADE BIRCH VENEER 27 DOCK SEALS AND BUMPERS PROVIDED BY KELLEY DOCK SYSTEMS. 328 -A NORTH STONESTREET, ROCKVILLE, MD 20850 SPECIFY MODEL DSH SERIES SEALS AT ENCLOSED DOCK ONLY. 36. REMOVE AND SAVE ALL DOORS AND HARDWARE FROM DEMOLITION . 18. PROVIDE AND INSTALL A THEFT BLOCKER PLATE CLEAN AND REPAIR ALL THE GLASS. 5. PAINT EXTERIOR SIDE OF DOOR AS INDICATED ON EXTERIOR ELEVATIONS 28. OPEN DOCK CANOPY VENDOR IS CHILDERS INC. OR EQUAL �.0 6. KICK DOWN HOLD TO BE CLEAR ALUMINUM FINISH. 19. CONTRACTOR TO FIND LOCAL VENDOR FOR LISTED ITEMS 37. REMOVE ANY EXISTING NITH TIME SECURITY BARS AN �I,4TC F QN6 ' PAINT DOOR CLOSERS 29. STAGING DOOR VENDOR IS ELIASON CORP. HOLES IN DOORS AND FRAMS. �� 7. STORE FRONT SLIDERS AND WINDOWS SHALL HAVE CLEAR ANODIZED FINISH. BUTTS - BALL BEARING @ CLOSURE LOCATIONS EASY SWING DOUBLE ACTION COLOR GRAY 110 �� MATCH BUILDING COLORS ONLY WITH MICHAELS WRITTEN APPROVAL. BUTTS - PLAIN BEARING MODEL HCP 10 HIGH IMPACT G� 8. VESTIBULE INTERIOR SLIDERS AND DOORS SHALL HAVE NON- REMOVABLE HINGE PINS JAMB GUARDS ARE NOT REQUIRED. \ , oV , �� CLEAR ANODIZED FINISH. 20. MANUAL OPERATED ROLL -UP DOOR VENDOR, EXISTING 30. STAGING DOOR BUMPERS VENDOR I5 ELIASON CORP. 1 �� 36" HIGH SPRING BUMPERS COLOR TO MATCH DOOR. `� 9. SPECIFY BRUSHED MILL FINISH FOR PUSH, PULL, AND KICK ACCESSORIES 21. DOOR HOOD SHALL HAVE GALV. STEEL FINISH PER ASTM- -A525. 31. THRESHOLDS AT ACCESSIBLE DOORS MUST HAVE A MAXIMUM ABRUPT � ‘ � 10. STANLEY DURAGLIDE 3000 BIPART SLIDING DOORS WITH PANIC BARS. ONE 1/4" ' e HOOD VENDOR IS KELLEY DOCK SYSTEMS AT ENCLOSED DOCK ONLY. VERTICAL LEVEL CHANGE OF 1/4 AND/OR A MAXIMUM RISE �'c�� 1.� -- (1) AUTO LOCKING SYSTEM AND KEYED LOCK WITH 7 PIN BEST CYLINDER. OF 1/2" WITH A SLOPE OF 1:2 MAXIMUUM. ° , k 1..%. � b � VENDOR IS STANLEY DOOR �. � a ' �' .-� + WALL COVERINGS IrXik INTERIOR DISPLAYWALL 2415 FROSTY WHITE MONO FINISH WHITE GROOVE ASTM E84 CLASS C 105 CLASS C 160 MARLITE (330) 343 - 6621 USE DISPLAYWALL SCREWS MARLITE 415 FROSTY WHITE W £A DISPLAYWALL MOLDING 1-1/4"x1-1/4" WOOD CORNER SW1004 PURE WHITE SEMI - -GLOSS SMOOTH ___ - - --- VARIES VARIES © REFER TO PAINT RA © FRP SANITARY BOARD P100 WHITE HIGH GLOSS ASTM E84 CLASS A < 25 < 200 MARLITE " �� SEE MATCHING TRIM ASSEMBLIES FRP MOLDINGS UM350, UM360 UM365, UM370 BRIGHT WHITE HIGH GLOSS SMOOTH ASTM E84 CLASS A < 25 < 200 MARLITE " INSIDE, OUTSIDE CORNERS DIVISION, EDGE STRIPS Inlit W PEG BOARD 1 /4" TEMPERED SW1004 PURE WHITE SEMI- -GLOSS SMOOTH ASTM E84 CLASS A < 25 < 200 VARIES VARIES REFER TO PAINT i PEG HOLES ARE 1 /4 ". �1 AM 5/ " » SHE ROCK " TYPE "X" - _ MUD, TAPE SAND SMOOTH - ASTM E84 ___ --- VARIES VARIES v Al D FRp SANITARY BOARD P10fi TEXTURED BEIGE HIGH GLASS ASTM E$4 CLASS A < 25 C 20O MARLITE " SEE MATCHING TRIM ASSEMBLIES I�R NOT USED ---- - --- - -- - -- - -- ---- -- --- -- ----- /'Ih 4x8x3/4 CDX PLYWOOD ___ -_- TURN GOOD SIDE OF PANEL OUT _,,,,,- __ ___ ___ ___ D WALL BASE CERAMIC FLOOR BASE " 2X6 BULLNOSE VENTANA CS887 100 V2 MODERATE ASTM-C373-72 ASTM-C1028 ASTM -C1028 _ -- SHAW CERAMICS 800 - 742 - 9872 CUSTOMER SERV. MATCHING GROUT #204 WHEAT �/ DOOR AND WINDOW TYPES DOOR SCOPE SEE PANIC DEVICE 3'-0" 3 "Q .� 3 '� 3 -® ,. 83._r2),, A © 4 VINYL COVE BASE NO. 64 V416401$ FRESH TAUPE ___ ASTM-E662 CLASS 1 < 450 ARMSTRONG 800 - 356 - 9301 JEFF GOBBELL ACRYLIC COVE ADHESIVE #5725 BY ARMSTRONG Q. © 4" VINYL COVE BASE 13 SHALE - -- ASTM -E648 ASTM -E662 CLASS 1 < 450 ARMSTRONG 800 - 356 - 9301 JEFF GOBBELL VERIFY W/ CONST. PROJECT MANAGER PRIOR TO INSTALL. DOOR HOOD SEE 7 DOOR SCHED. NOTE #21 HIGH IMPACT CEILING TILES DOORS SEE DOOR - 6 , ,_ SCHED. NOTE #29 REFERENCE FOR \ SEE A� - 5 I/2� SIZE ONLY ( Q LAY -IN CEILING PANEL 769 WHITE NON- DIRECT FISSURED ASTM --E 84 ASTM -E 1264 CLASS A < 25 C 50 ARMSTRONG 800 PHYLLIS MILLER EXP TEE P RELUDE 15/16" ARMSTRONG WHITE DOCK SEALS SEE 21-0" DOOR SCHED. NOTE # � DOOR SCHED. l NOTE #16 �J / ■ ■ - ® \ 110-101 1 r, 'ddb` M I DOOR SCHED. /� NOTE #27 LAY -IN CEILING PANEL 670 WHITE VINYL CLAD ASTM -E 84 ASTM -E 1264 CLASS A < 25 < 50 ARMSTRONG 800 - 4212 442 PHYLLIS MILLER PRELUDE 15 16 EXP TEE / » ARMSTRONG WHITE TL'�P / / 7 / / / / ; / \ \ \ e r- / / 0 / / 0 f7P� e r opt r - -. _ .,_ r n0'i ` n9'I� r / 1- -I © SW 700 EGG SHELL ASTM E84 - 91 a CLASS A 10 CLASS A SHERWIN WILLIAMS VARIES / ( HFAW DUTY \ / I I / / � \ \ \ \ i rig - I \ a � / / - � \ � � \ \ \ \ 1 - 116 PLASTIC LAMINATES y „ I , -- - � 1 I I \ \ \ \ ---T -� fltMC - „e-It Y 1 I 1 rz u1 ' � / I11 { / . / X �f _ BUMPERS SEE ® DOOR SCHED. NOTE #30 JJ� MILLWORK LAMINATE 1573 --60 FROSTY WHITE #60 MATTE ASTM -E84 CLASS LASS A < 45 < 75 WILSONART 800 SMART SOURCE BOND WITH CONTACT ADHESIVE DOCK LEVELER SEE DOOR SCHED. D EXTERIOR PAINTS ( COLORS MAY CHANGE TO BLEND WITH SHOPPING CENTER WITH MSI APPROVAL) NOTE #14 // ©A S.C. WOOD © S.C. WOOD ©C S.C. WOOD © HOLLOW METAL © WELDED \ METAL CASE O WELDED METAL 14 -Q 1/2„ \ \ CASE © DOUBLE / r \ ACTION METAL O STEEL - OI r ... GALV ROLL -UP -- DOCK BUMPERS SEE DOOR SCHED. NOTE #27 /J EXTERIOR DOOR PAINT SW2447 DEVON CREME CREME PROMAR ALKYD GLOSS ASTM E84-91a CLASS 10 CLASS A SHERWIN WILLIAMS VARIES PAINT SURFACE SMOOTH APPLY 2 COATS VI / EXTERIOR SAFETY PAINT CONCRETE PAINT SAFETY YELLOW PROMAR ALKYD GLOSS ASTM E84-91a CLASS A 10 CLAS A SHERWIN WILLIAMS VARIES PAINT LINES STRAIGHT APPLY 2 COATS l7i , EQUAL EQUAL �, 8 -2" 15'-11/2" - EXTERIOR C OLUMN PAINT SW2910 RED DOOR PROMAR ALKYD GLOSS ASTM E84-91a CLASS A 10 CLASS A SHERWIN WILLIAMS VARIES PAINT SURFACE SMOOTH APPLY 2 COATS , ALARM LOCK MODEL -700 SERIES PANIC HARDWARE \ \ / / / / 8 -2" /. ® EXTERIOR CMU SEALER HB150 CLEAR ___ ASTM C672 -50 ASTM C666 CLASS A CLASS A SHERWIN WILLIAMS VARIES APPLY 2 COATS (MINIMUM) PER MANUFACTURES INSTRUCTIONS NSTALL 7-PIN BEST CYLINDER WITH INTERCHANGEABLE CORE RE 1 T CONCRETE BLOCK ( COLORS MAY CHANGE TO BLEND WITH SHOPPING CENTER WITH MSI APPROVAL ) /1 i I � I ® - � ►._ AL EQUAL EQUAL / CMU NOM. 16x12x8 C -99 LIGHT CREME SPLIT FACE ASTM -C90 TYPE - 1 NON COMB ANCHOR OR EQUAL VARIES PREMIX GROUT NO C--99 ASTM C-270 ►/ �/ // i= / / �C DEAD BOLT / � � \ -- / / © CMU NOM. 16x12x8 L23 MEDIUM BROWN SPLIT FACE ASTM -C90 TYPE -1 NON COMB -- ANCHOR ANCHOR OR EQUAL VARIES PREMIX GROUT NO L23 ASTM C -270 / / / \ \ \ \ ,/ 1\ \ r / r- 11g I L AL- SERIES CYLINDRICAL LOCK LEVER / / f / / \ \ / \ N / , / // J CM U NOM. 16x12x8 STANDARD BLOCK G REY STANDARD FACE ASTM -C90 TYPE -1 NON COMB ANCHOR OR EQUAL VARIES PREMIX GROUT TO MATCH ASTM C-270 © • �'�°, AL-SERIES FUNCTION- AL8OBD STOREROOM LOCK AL- SERIES FINISH 626 SATIN CHROMIUM PLATED \ \ �, / '� 2 © �"" 2 / WATERTABLE DIMS VARY M -33 WHITE MARBLE FACE ASTM -C90 TYPE-1 NON COMB - . - ANCHOR OR EQUAL - VARIES VARIES PREMIX GROUT NO M -33 ASTM C -270 //7‹: / \ 01 N. * '9' � SX � \ - - XI �� \ \ \ / //I / / / / / / / n, O1 / / \ \ ____ - STUCCO INSTALL 7 -PIN BEST KEYWAY CORE INTERCHANGEABLE CORE IS REMOVED USING CONTROL KEY \ \ 00 \ \ / / / / / SO" / / "SX'` "SO'N ?A 2A �C q SYNTHETIC MANOR WHITE SANDBLAST STANDARD FIN. ISO 9001 --- - -- DRYVIT VARIES 100% ACRYLIC BASED POLYMER / / \ \ w STUCCO 108 DOOR LOCK HARDWARE \ 0 EXISTING \,/ AUTOMATIC SLIDING KO ' EXISTING AUTOMATIC SLIDING © EXISTING AUTOMATIC \ SLIDING ©M NEW FIXED STORE FRONT \ti \ SYNTHETIC CHINA WHITE SANDBLAST STANDARD FIN. ISO 9001 - -- - -- DRYVIT VARIES 100% ACRYLIC BASED POLYMER © STUCCO 310 A JOINT VENTURE WITH Donahou Design Group Partners Architectural Design Group, Inc. 2150 N 107th Street Suite 501 Seattle, Wa 98133 206.363.1960 T w 1- uj W W W w 1- a 0 0 DRAWING CONTENTS: SCHEDULES FINISHES DRAWING NO JAN 11 2008 'F.ilvi d CENTER PROJECT ARCH! TECT: PROJECT NO.: DESCRIPTION DRAWN BY: METER X02145135 211/48 US 600 AMP 9 ' -6 11 1 1/2" PHONE CONDUIT SCALE: 1 /S" = 1 -0" 9 1 ELECTRICAL ROOM SEE 2/A2 FOR CONTINUATION OF ELECTRICAL ROOM 10/Al2 25I-S" 4 r+ 4 A i 4 4 •,, A A 4 I 4 r, r� A . 4 4 r+ 4 4 4 0 4, W yJ •% SIN tfi � Ip mum i Ar i 4 • 4 4 4 r+ r+ 4 . I, Pi • , A i r+ r 4 4 4 r+ 4 r, 7, 4 • r, A A + 4 I r+ 1 A 4 4 r, A + 1 ; . • A A + 1/ . r ; ,4, 4 t, 4 1 • A r 4 r, 4 4 1 4 I + 4 r< Pi A t Ix 0 r, A 4 4 . 4 r. 10/A112 10/Al2 i Y ter4 . TiY+ Ir�rGr1 �� 7� *��SA�t..•w►.�,�. 1/Al2 1/412 3/412 �' '��• . �`�T"T T'�'7 T'T TTT'�"7 ° T "T'T' ' rT' 7b�' T�T�7' T�TY�T�yYT�Ti�Gr�TiT�rirT��T. �T' ►�Ti.T7..�1�T7�7.ir.wT,+Tw �,. t• T� r�: .rr,..:arT ^ww^t��TY��1t Kt, 4 5 t • 10/412 10/412 r la 2/412 1111111 ti l •' T' 'T' 'T' 'T T'T'T' 'T fT'T'1rT'T7'T'T'T'TTT 7'TTrT'TT - TTr • - Tf - T - T7 rrT7' • :T"T' �w�r�T;.v� � yT�1►�►�T� �� 1J.►�O � � 4TH � �. �.. �. � ■.� ...le...� .. F �/ 3 a 4 L I ►, ap l r V I ►,' ►, ■ i 10 ,, ►� 4 J 4 a IF CORRIDOR STAGING 8' x 10' O.H. DOOR FREAK ROOM (6/412 41' -10" JANITOR'S CLOSET 11 -2 1/8" 1/Al2 F•n �I s c x 0 40-2" 39' -11" 9/415 101 SALES 11/A15, 29' -11" 16 -0" 10/412 12/A -13 f N 9 1 Artr KEYED NOTES 193' -6" VERIFY ALL INTERIOR AND EXTERIOR DIMENSIONS. CALL ARCHITECT IMMEDIATELY IF THERE ARE ANY DISCREPANCIES. EXISTING TRUCK WELL TO REMAIN. ALL SALES AREA COLUMNS SHALL HAVE STAINLESS STEEL COLUMN WRAPS. REFER TO 9 /All. ALL SALES AREA WALLS ARE REQUIRED TO BE FLUSH. PROVIDE AND INSTALL FIRE EXTINGUISHERS AS REQUIRED BY LOCAL CODES. MINIMUM REQUIREMENT 16 1 -TYPE 2A:10BC (5LS) PER 15' -0" OF TRAVEL OR I PER 3,000 SF. OF BUILDING AREA. STORE ADDRESS TO BE POSTED ABOVE ENTRANCE STORE FRONT W/ 6" VINYL PEEL /STICK WHITE LETTERS. FIRE DEPARTMENT CONNECTION WHERE REQUIRED SHALL BE LOCATED WHERE INDICATED. VERIFY ONE LOCATION WIN MICHAELS. VERIFY HANDRAIL IS INSTALLED BETWEEN 34" AND 35" ABOVE FINISHED FLOOR. RELOCATE TO COMPLY IF NECESSARY. EXISITING HANDICAP RAMP. • - - r DY/ft4.131 PROVIDE 3' -0" CLEAR AREA AT FIRE RISER LOCATION, ROLLUP DOORS, AND EXIT DOORS DESIGNATED BY FLOOR PAINT STRIPES. PROVIDE 3' -0" CLEAR AREA AT ELECTRICAL AND PHONE DISTRIBUTION LOCATION DESIGNATED BY FLOOR PAINT STRIPES. REBUILD STAIRS TO CODE WITH MAX 1" RISE AND MIN. 11" RUN. REPLACE RUBBER TREADS WITH NEW. REMOVE EXISTING CARPETED AREA ON VCT. USE SOLVENT TO REMOVE ANY CARPET GLUE. ALL DIMENSIONS 51-1OWN ARE CLEAR DIMENSIONS SHEETROCK TO SHEETROCK MISC. ITEMS VESTUEULE NOT USED. NOT USED. EXISTING SPRINKLER RISER NOT USED. NOT USED. NEW ROOF ACCESS LADDER ELECTRICAL PANELS INSTALL NEW PHONE BOARD EXISTING DOCK LEVELER. C #EAN UP AND REPAIR NOT USED. ro EXISTING CANOPY SUPPORTS - NO CHANGES PROPOSED EXISTING ADA CURB CUT TO REMAIN EXISTING CONCRETE BOLLARDS TO REMAIN REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 4 200E City Of Tukwila BUILDIN`' rrflicTON Y �• HIE? ~ ��Wm JAN 11 2008 PE e tv 8 atNITER REGISTERED RCHITEC1 Donahou Design Group 2150 N 107th Street Suite 501 Seattle, Wa 98133 206.363.1960 T LIJ Q 2 1- o DRAWING CONTENTS: Q 0 Z a W M CC 0 W � cYcl QF Z o w o FLOOR PLAN DRAWING NO.: A2 r b- 1~ 8 1 - ' 1 11 3 1_411 Y 141 - 11 FLOOR PLAN SCALE: 1 /S" = 1 -0" CORRIDOR EXISTING WALLS TO REMAIN PROPOSED NEW WALLS EXISTING WALLS TO BE REMOVED . . .: tt :.: ;rrlw • ' �• � ": :•: ::: '-.....:.:-.: .: 1 •t Lz . 61 y • :: .:% ; :.. : " .. i': : .::":: .. t • •' � , . w�. i • • , 3 . .t-112: . it .1 ; )4 .:rte: 0 ::$00.114',.. `• s ' _- ;' S ' . i ' J • Y • Y•• 18.1 IN I51-1'LAN 7. 11_011 SCALE: 1/2" = 1' -0'I • • • �� •• ;;y .ili��.A�_��.A�►A�r�A�r�.►��∎� , r!' 7 �w' w' �0.1* 01.0717.,7i141,7 143LYA_ A'! 1`+. a A. # }A 1•M:4 i ■ III MANE X !E * A A • , • • rr , • i i • X • i A r, X i Or 11111 * • • • • • 1,. 1,. X • , X • • • • • • • • r. "rot. ■■■■MINE■ ■ ■MMME■■ ONMEMNOIN '" t ■ = "' EI MENNAMINI ■ENE1]■■ ■MINA %i■■ ■■...■■■ ■■i► M■■i ■ ■ENNE NN MEMBRANE 1■■11 IiI!!1frIiii ■ �� ■ ■ ■iii■■■■■■■■■■ ■ iii ■ m I OLD 1I!PEEEP ■ ■ J1IIII IIIHEIEIIL IMMINIMIEMIEULAMMAIMIEMBEAMMI • MI a '1■Viuiy�I.L:uri11 IIt1■■■■■■■ii ■■G ■ 11 ■i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■i ■ • ■ ■ : : : 1■■■■■■■■■ ■■■E ■■■ � 11111111111 : 1■■■■■■■■■I�■■EMEM_�� ■ ■A ■ ■ ■ ■■ 1 ■ ■ ■ ■ ■ ■� ■: ■ II 111•••••ENEMNI 1 :U.: FE= :f : 1■■■ ■■ ■■:: ■: : ►. ■NI11 ■III ■1�� •i■ ►_�61i�.1 11110•11 1 ■ ■■■ 1 •••• • NENNOWNE MI u► Es-N ii►/rf:4lly. 1 ■EN■■ 1 ■■ ■■ 1NNE■■■ 1■■■■■■ HEN■ PAIL., =••iii 1 •••••• • i •••• \ 1 •••• ::■■ 1■ ■E■ ►' 1••• Ea�aE�vE ■ iCoeiO M°M ai ■� � a� maaiu lam mEMEMMWEEMMEMEMEEEEE =MEE I 1 � 111111111111111111111111111111111111111111 6 i1 = i a� I —mug ■ ��o�u�o�u� III: 111111111111111111111111111111111111111111111 MI 11111111111111611111ilim ■ ■ ■ ■. ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■..- . . ■ ■ ■■ ■ ■ :■ ■►r• =l: I u : : :■ • ■■■■■N■■ ■■ ■ ■■ ■ ::■ :■■ :■■■■ ■■►a:■■■■ : I■■■■■ • : ■ rill : : ■■ ■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■■■I ■■ ■ ■� FT ■ ■ ■■ ■■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■ ■■ ■ I■ : ■ ■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■► �/I ■■ .■■eg ■ ■i1 , 1■■■■ ■ ■ ....�,..�I....�f� ;ATE.. E.I....I..�i...... :. ■ :�� ■: a : : ■■■►i■■I • git.i_r ■■■■■ ■11■■■■■ 1■■■■■■�■ �■ LIIIIIIIIIIIIIIIIIIIIIIIIIILlammamill101111110111 ��ww��w "w�ii��■�"■� ""w►■w► ma =- =I■ ■ ■■ -- la ;L1�I : M 1■■■r■■i• r ■ ■ ■ i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■r ■■ ■ 1111 ■■■■■ ■■■■■■■I■■■■■■■■■ ■ ■ ■ ■L\ ■ ■ ■ ■ ■ ■ ■ : = l 1 :�� : ■I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ :� :� : ■� : : :��I : I1■ ■1111,■ ■III ■ ■ ■ ■f. 1■ ■ ■ : : ■I :I■ ■■■■ ■■■■ ■■■ ■I■■■■■■■■■ ■■ ■■RIME■■■■ 11.J1INRI1■■ ■ ■ ■; 1 ■ : : ■ : ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I ■ ■■ ■■ ■ ■ : : : : : : : :� : ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■■ ■ ■ vii ■■1IEWI ■I 1 ■ •••••■• ■ ■ 1111111111111111111111111111111111111111111111 E ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I ■ !! II(111111otilI■■te. 1■■ ■■■■r■■ ■■ • : : ■■■ I ■ ii IIQN1111�9111 ■�i�!oq� 1■■■■■■i•■■ ■ ■■ ■ :■■■ :: :: ■ a .� ...�.. - -- 1 ■ ■■■■ ■■ ■ ■ ■■ ■■ ■■ ■ ■ ■ ■ ■ ■■■■■■■ ■■ ■■ Ili a i :irei ■■■1Pd11" 1■■■ ■■■annow : :: ■ :: :� : : : : : :■� : : : : : : : : : ::■ ■■■■■■■: ■ ■■■ ■■ mommummmar.mumimmm mil w0 ■ ■ ■■V / ■ ■ ■ ■J1 ■ = ■ ■ ■■ ■ ■� • • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ : : : : : : : : ■ : : : : : :: II MI ■ 11 ■■■■i171■■■■■1, 1■ ■ ■ ■■ �■■ E ■ : ■■E : : ■■■■■■■■■■■■■■■■■■■■■ ■ ■ : ■ ■■ ■■■: ■ ± 1111 I �1� ■ ■ ■ ■ ■11 ■■■■Ell I M:: ■ : IIPAIMIRAprimmemill1111. : ■■ • mmimmimmimmmumm • om mom mom ommommmil mil 11 ■11�IEli�l� lutz 1i1 1 ■ ■N r ■ limminnustunimmimen Ito "........................... II•INEW minni.xwavuompidir -,--mi ■ii\11�aii•i•!�'� J�� on . ■ III i MI 1 ��w ... . �� =mum mommummum gm AN • 111111111111111111114NUM11111 III Ilmill I. 1 all 11 INIMMUMM . . III . II 1E 1 ormadiiimiumaiiiiiiii mommummimmul mils. 1 11111111111111 I ll IIII:1 mmommummommomm m 1011111Alsk 1 0511111131111111111111111 11111 11111111 • :III 1 INMENNIN EWE 1111116,11119 i 11 INAINIIN IN II i I II III il 11 II II II 11011111111111111111111111111111111 1 . ....... ...... ....... .. 1111111111111111 IIIIIIIIIIIIIIIIml.. 11 1 ............ 1 i II .... 1 1 . . 1 .. 1 ..... I . . • ..... . • . . ............. . . ........ .... M ME 1111111111111 ill ill 1 :El I I 1 1 II I 11 1111 ::::::!!!!!!!!!!!!!! 11 IIIIIIIELI Iii MI II 1111 1 ImEmEmmilEINM :EMI: 1 1111 iii i ll : IIMMI NMI mom= g • mommo lim 1 IA III NM IMIEEFEE: 17111111111111111111 III Mil 1 1 III 111 II 11 MI MUM Oli II 1 li 111111111117::" II. III& .. pm . • ........... I. III 111111111111111 4 111 . 1 . 111 . 19 .............. 1 . 4 ... 11 .. 11 .......................... ..1 .......................... 1 . • ................ .. 11111...11111.111 III I illogillulal LI 1 .................... ............... orammormusinta el 1 lipplboraldiiiii. 1 rnmonmail Id i 1 kW EINPENP.Pliadiliiiiiille Arm•••"0""-ummun ....21 ...............1...i. . .1 id. .1 u ............................ . • MORO MNIMPUMMIMMMENIIIMMU IN ■ _ � _ _ _ � � r . ,. .+ - - .`: �. � � .w �•'•��r:�•f Y r��a. *= �a. a:A��. � ^, ��7�1�r�TY�. 4R�* �Y+ YA+ �: A: �. �: A A: AA. S TA+ ••fyY *��A�! * +�:�:�_A:#:A� .�.. _ :. 1 &II ........................ • I .i.. • ... . 11 1 1 i 1 1 1 1 II 9 '1 �! i� 1 .' IMENEIN ■Mil/ ■ N mown o Eras _ mmigm PINE= PINE= IW iu ■� 11 4 i r 11111111111 ■ ■ ■ ■� ■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ i;■•••■•••••••••••••••n■•••• it ■■■■•■■■■ ■■ ■■■■■■■■ IEN••■■ ■■■ ■ ∎■■■■ ■■■■ ■ ■ ■ ■■► ■■■■ ■■ Jar 1 III I II • J • • • • • • • 1 ■■ ■■!m■■■■■■■ om INS ►"�ltimwma■ 1; ■ ■ ■■mt0REE■■11IC1!vmdM.N ■N■N ■iG ■■ p ■■■■ANNEE■■L■ 9■■■■■NE\E■■■ I ■ ■ ■ ■1• ■■F3"7T:F'iClnt 'S ' MINU►� ■■ 1� r ■■ ■■■ ■EMIWN ii11 MMAN ■■u■:■ ■■ e ■■■m■ ■ ■ ■ ■ ■■■■ ■■m■■■■■_■ 1 ` IIII EENEENIIIIUIIUIIIIU: ��I■■ ■ ■■EEEEEE ■ ■ ■■■■ ■ ■■■■ ■ ■ ■ ■■ 4 . ' 1 :+ . 4 12 r - '� •• • • '• • • •'••• • y - ••�• •r•7• ^w^�►V'K'rrr�YY'�Ar•YY�4•'�'44 t"4r 1�4� � � •4 k 4�� G4�J�4.r dd�•��'►��4� �+►�Ta�r'w � +114 f"�' GT T'4�� .1 � r��'►��4f�44••�Y �J. r�• J4• �4• r447r�7X• �r4r•. �• �' rY��+ iG4T, 4f i:' 4G' �►�4ri'G�'w:�4�rG�4 Gam► �J�wJ•��• � ..... ....... w�.wa.w!� � _...... r T'yw w �.�.1,�� ... ...... ....... ... ......... .... .... 'Ms 4 4 oij :3 FLOOR SCALE: 1/ • 25' -6" 41' -1 40' -2" 39' -11" 29' -11" 16' -0" 1 0 1 m 1 4 1 • I o I 0 I I I I I 4. I I I ENLARGED 12x12 FLOOR TILE r 193' -6" meeauska 1 / manage ••• KEYED NOTES ALL FLOOR AREA WITH THE EXCEPTION OF STAGING, MEN AND WOMEN RESTROOMS, AND VESTIBULE SHALL HAVE SOLID LAID VINYL TILE AS SPECIFIED. AFTER TILE INSTALLATION THE FLOORS ARE TO BE GROOMED AND MOPPED CLEAN AS REQUIRED. MICWAELS TO STRIP, SEAL, WAX AND POLISH_ APPLY FLOOR SEALER TO STAGING AS SPECIFIED. VCT TO BE INSTALLED FLAT. CONCRETE SHALL BE CLEAN AND FREE FROM DEBRIS PRIOR TO FLOOR INSTALLATION. TIRE SHOLD REDUCER STRIP IS REQUIRED AT SLIDERS. REFER TO DOOR SCHEDULE. NOT USED. NoT USED. VCT PATTERN SHALL BE ALTERNATED AS 51 -IOWN IN DETAIL 2 / A3. GLEAN UP AND POWER WASH FLOOR AND INSTALL SEAL COAT. 3' -0" CLEAR FLOOR PAINT STRIPES. REMOVE EXISTING CARPET. CONTRACTOR TO LEAVE 2 BOXES OF AND 1 BOX OF LOW PROFILE MARBLE THRESHOLD. FOR ENCLOSED DOCK REFERENCE SHEET A10.4. EXISTING VCT - STRIP ALL VCT AND REPLACE ANY BAD TILES. NEW VCT - TO MATCH WITH EXISTING. NEW CARPET. EXISTING TILE TO REMAIN. CLEAN AND REPAIR ANY BROKEN TILES. TOUCH UP GROUT JOINTS AND SEAL. CLEAN SLAB TO REMOVE ALL MASTIC BEAD BLAST IF NECESSARY. RE=MOVE OLD VCT. REVIEWED FOR CODE COMPLIANCE. APPROVZD JAN 2 2009 City C .d�d ;' -.r BUILDxP . JOB FINISH. JAN 11 2008 k,1 :dog l C NTER Donahou Design Group A JOINT VENTURE WITH 1 Partners Architectural Design Group, Ina 2150 N 107th Street Suite 501 Seattle, Wa 98133 206.363.1960 T 0 r- th H W w t 0 O 0 DRAWING CONTENTS: FINISH FLOOR PLAN DRAWING NO.: A3 PERMIT SUBMITTAL PROJECT ARCHITECT: PROJECT NO.: DESCRIPTION DRAWN BY: 32"W _ i n' [WIMP_ J „96X,29X „OZl „96X„817X „OZL 32"W 1 60 "H n' [WIMP_ 461 461 461 461 III r RiONE AFF za o 4 11ONFO R BUFFER /2' i S rte, ,1t.6,,. S III 111 12O "X48 "X96" tea[ ■� ■ � SODA MACHINE ? 11111111111 N 99 111 Al i 99 OUTLET L FL 0 0 lk I IP 11 0 0 0 0 1 1_it1111111111111111111111111M 31' -11 51 - p11 9 1 9 y 9 Y 9 ;4 0 9 ill 0 - 22' -3 " 44 -&" H "tr2 H "169 !� m d' 1 1 N $I - 5" 5J 0 0 tr x 20 W 0 13' -0" 10 1_ 0 11 465 0 O � a CORD REEL JOIST MOUNTED 120V OUTLET 369 soM 111.1.1==== PIIIIEEERWMPIMINIE ri 60 "H ------ NOMMIIMIMIM El RMPMPMPWMPMPM CORD REEL JOIST MOUNTED 120V OUTLET v 445 445 ,'- 011 W 0 s . 4' -0" 4' -011 5 1 - 411 41 -0 " 4' -6 4 -0" 4' -0 CORD REEL JOIST MOUNTED 120V OUTLET 4 -0" 00 00 4 -0' in 9 1 4 CORD REEL JOIST MOUNTED 120V OUTLET 9 9 'V' CORD REEL JOIST MOUNTED ' 120V OUTLET l 5' -0" 0 1 9 y V 463 121 -0" I ill 0' 55 1-9" a2_ CO N 0 ill 23' -5" POWER POLE POWER POLE 82 5 -5 5 " N 1 cA 13'-'1" 0) 9 6 -4" 2 N7 fA 51 -3 11 1 1 ,n. A ti; _. 'I11 - 1 r- Q f: eO I , �. I 5£ 11 0 MI 0 G � �El ____ ___1111111111M111EM MINN i ---- H "tr8 __w______ H "b6 MMEE11111111111111111111MINIMENA 11________ H ■I72 IEEE o 1110L� I _!= t1l '4 61 -311 F- L 1 1 1 1 1 1 1 PHONE 9 til 5 1 - 6 11 "7+ 5 ' - • • • • • • • • • • • • • • • • . • • • 41 - - , 9l cra 0 1 I • r 1 • or • • • I • • 1 1 1 I i 1,1 �$ 60 "H •1•_i111111i • • • • • • • • • • • • 1., • • • • 11: I 111 it • • 11 co • • • • • • • • • • • • • Cr • • • �• • • • • • • • • • • • • • • • • • • [• • • • • • • • • • 1 1 1 1 f e i i 1 1 1 1 1 1 1 1 1 1 1 60"H _1•___� PEREIFIEWEESIEW i 1 1 1 1 1 1 1 1 1 1 1 60 "H •_IM___PIE 60 "H _1___.411 0'•0 0 CUSTOMER WORK AREA 0ri)0 60 "H 9 ill 1 1 1 1 1 1 1 1 1 1 1 1 i 1 f1 -0 11 4' -011 41 -011 4' 0 11 4' - 011 41_011 4 i i i e 1 1 1 1 1 _ 9 1 CUSTOMER WORK AREA 0 ______11111 60 "H ______ 1 = � �� 60 "H 111.111111.1111.111=1. ENE i 1 r∎T0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9 zg i 1 1 1 1 1 1 1 1 1 1 1 Nowa 0 n LJ 0 x 1 1 1 1 1 1 1 1 C 5 -2■ b j) �1 N3SN3e1S10 �3aaa / OLLS la II 111 v i i 1 a 111 1 1 1 1 1 1 11111 PHONE 48' AFF 115 2 V 4 ' 01 A C LASS • MAT 1: 09 • ilrAT • A A ` �TAT Yw •�rw�jT.4�Arw�- '►w7.��..r�7��.. /111.0 i f 0 +0 * e 0 AYA: C! �''��T,►T��wy��i�,AS.��.40�Ill +• A 00 +� 07.1 O! W1 AA• 1LTAT . T 11 1; • ►�: ..I.. m ■�. _1_ / / /: � 11:�11II1! • i • . 1 • :LTA 1, f"+ i v0 � . }ra &T∎TA *T �: .... a:w��v"w�w�w�w�w"/a�w�...7 .w. w i ii a ow a caTAr.4. IrT� i • • • • • • • I 1 cr 1 , 7 s 7 0 i e i i 1 1 1 1 1 1 1 1 MN IN NM • 001=111 ;.• - 1 P 2•:•1.2K4Pliwvel b v irewah , • • .4 • • • ■ • • • • • • • • • • • • • 41iti '41 • csi • FIXTURE PLAN E ENCE GENERAL NOTES ALL STORE FIXTURES PROVIDED AND INSTALLED BY MICI4AELS 120V OUTLET AFF CONTRACTOR SHALL OBTAIN FINAL FIXTURE FLAN PRIOR TO FINAL DISPLAY WALL INSTALLATION. CONTRACTOR SHALL OBTAIN FINAL FIXTURE PLAN PRIOR TO FINAL REVIEWED FGR CODE COMPLIANCE APPROVED JAN 2 200,3 City Of Tukviiia FIXTURE PLAN IS PRELIMINARY AND FOR REFERENCE ONLY. MICHAELS INC. PROVIDES ALL INSTALLATION OF FIXTURES AND FURNITURE. JAN 1 1 2008 PERMIT CENTEh Donahou Design Group A JOINT VENTURE WITH Partners Architectural Design Group, Ina 2150 N 107th street Suite 501 Seattle, Wa 98133 206.363.1960 T at to tu 0 0 CC E`g LL1 L111 ` 0 14L1 —16<rs M .3 LLI DRAWING CONTENTS: FIXTURE PLAN DRAWING NO.: A4 PROMOTIONAL VIGNETTE AREA PERMIT suemiTTAL PROJECT ARCHtTECT: PROJECT NO.: DESCRIPTION DRAWN BY: r • .4. 7r'p.4W:+1�= +Ye%%: A �1 IMO MOO= 4T414._ 'A. ETR ETR ETR o ETR p r _ PJ k4; ETR olk a •'MMillEM OPEN TO STRUCTURE ETR ETR ETR ETR ETR ETR ETR ETR I�e!>•� �s1.1111� �It� EXISTING SHARED EXIT CORRIDOR EXITING LIGHTING To REMAIN ETR ETR nomummumi . mulimilig I CA I =;1 6' -2 - 1/S" ' -rte 5/8' MINI NEMEEM1INEEMEE•'MIM1 MOM 1'MMlIMIMOM MIMI* ■IIIPMENI MIS OEM MOM EM£MENIMEH '; :.� ;`MOM 36' - 8 I/2" fir ■IOEMI .EINR1EIMIINK1]• ■IIr'■11/MMINIIIMINIONIM=3111r11=11111111111M1 . 1 =111111111111= 111111MtIk)• MIIIMI1TE1111111l►11111.11. 111111110;• ■111•1111011 MINKIDME =M1MI=M1M EMIKOMENI MOIM!MIEINI ICE11212111.1.I11• =Mei MGM MOUNT LIGHTS TO BOTTOM CHORD OF TRUSS WHERE PQSSIGLE TYPICAL 3V-8 1/2" PROVIDE UNI -STRUT TO SUPPORT THIS ROW X11_• • MIEIIOMLEINIMBIEMIME =EOM= 5 /M MMMM=_1ERIIIIIIK•11111 2' -II I /8' 111111111111111111111111111111111•111111111111•=11111•MIIIIIIIIIIIIIE1IIIIN1111t1)• 11•11111=1111■111=1111111111111111M1 1 MME111111111 MEM MEMOIR 1011111111•1 40M11 MERIDIEM MOM !MER1IEM!ME!>• EMI 1MIMI 111111EI!)• TYPICAL 3�'t -8 I/2" 2' -2 3/S' EXISTING SHARED EXIT CORRIDOR EXITING LIGHTING TO REMAIN 111111M11111•11111 I•I■ [r_■■1 1 " AP ww.4r i, 2%.! %SF VA '47 ■irir II1 M VOW", : MMIII:■11111111rM EINNIOIEM 1 . MEN EMI Et EN wo T � � - �. �. i . . 'mow � 2 ��. ��i �� w � - � mnarm.110:401 ;Moll Pi ter. ia AirG "' .' w°` r�: �i7►. i' I, d' �! C�.. 4r^ Gr��rJ�1��1 G��Ni�G'TwirgEm ... 4 Pi , WAL- -P o ri MEW :a 4 v. L�' �1.,ivi►"ifflr•WWWWW#Wa1i'''.4_ .w�aat J4' L�TY:t''! "f'1:.'►.47* 111111•111111•1 1 1,11!!'t DIE ME NOMMEMEMMiiiiiiMEMEN UM =I .- - NMI ■r_- ..■■ - - ■■■■11'■ ■■■■ ■■ C EXISTING G.W.B. CEILING TO REMAIN. FLOOR PLAN SCALE: 1/V = 1' -0" 41' -10' EXISTING 8' -0' CEILING GWB. TO REMAIN GENERAL NOTES 40' -2' 193'-e' ETR: EXIXTING TO REMAIN. SEE 2.1 FOR ADDITIONAL INFORMATION. KEEP ALL 2X4 LAY -IN LIGHT FIXTURES FROM DEMOLITIONS OF ROOMS. RE -USE THE LIGHTS IN NE BEST CONDITION. GLEAN UP ALL HYACaUPLY AND RETURN GRILLS. VERIFY LOCATION OF SALES AREA LIGHTING WITH MICHAELS' PROJECT MANAGER PRIOR TO INSTALLATION. 29' -11' EXISTING CEILING SYSTEM TO REMAIN. REPAIR SROKEN TILES AND CLEAN EXISTING GRID AND TILES LICENSED FIRE SPRINKLER CONTRACTOR TO PROVIDE SPRINKLER DRAWINGS FOR ENTIRE BUILDING. REFER TO MECHANICAL FOR MINIMUM SYSTEM REQUIREMENTS. SUBMIT DRAWINGS FOR REVIEW AND APPROVAL AS INDICATED ON THE INDEX SHEET. EXISTING STRUCTURAL SYSTEM. CONDUITS, PIPES, SPRINKLER MAINS SHALL BE HELD AS TIGHT AS POSSIBLE To THE DECK. SHARED FIRE SUPPRESSION MAIN PIPES THAT PASS THRU MICHAELS' SPACE TO ADJACENT TENANT SPACES SHALL HAVE PRIOR WRITTEN APPROVAL FROM MICHAELS' CONSTRUCTION DEPARTMENT. EXISTING GJJJ.B. CEILING TO REMAIN 24 536' ACCESS PANEL. EXISTING CANOPY LIGHTING TO REMAIN. COORDINATE LIGHTING IN STOCK AREA WIN DUCTWORK LAYOUT PRIOR TO ANY INSTALLATION. LINE OF CONCENTRIC DIFFUSER REF MECHANICAL MP1.1. CLEAN AND REPAIR ALL HYAC DUCTWORK EXPOSED TO SALES FLOOR PROVIDE VINYL FACED CEILING TILES AND ALKYD COATED GRID IN JANITORS CLOSET. 16 ' -0' F2 0 0 0 SEE ELECTRICAL PLAN SHEET E2.I FOR THE FIXTURE SCHEDULE FOR ALL LIGHTING. 0 0 0 0 REFLECTED CEILING FLAN NOTES NEW SUSPENDED CEILING SYSTEM. RE -USE EXISTING TILES FROM SELECTIVE DEMOLITION. RECONDITION ALL EXTERIOR WALL PAC LIGHTING AND UNDER FRONT CANOPY LIGHTING. INSTALL NEW BULBS AND REPLACE OR ADD LIGHT IF FIXTURES DO NOT WORK. RECONDITION EXISTING DOCK LIGHT EXISTING LIGHTING. (STALL NEW BULBS, REPLACE FAILED BALLAST, CLAEAN UP FIXTURES. IF ADDITIONAL LIGHTS ARE REQUIRED USE SELECTIVE DEMOLITION FIXTURES. REMOVE ALL HIGH BAY LIGHTING FIXTURES TYP. EMERGENCY LIGHTING - SEE ELECTRICAL PLAN SHEET E2,1 FOR ADDITIONAL INFORMATION. RAE rET5 FOT1 1 (; )Uh COMPLIANCE f✓ APPROVED JAN 2 4 2005 City Of Tukwila 3' ill T''Th.sG DP; STS °D JAN 11 2008 PEKM.i 1 ; NTEA Donahou Design Group A JOINT VENTURE WITH Partners Architectural Design Group, Inc. 2150 N 107th Street Suite 501 Seattle, Wa 98133 206263.1960 T w 1- 0 5 N cLl ry Z 6 0 4 W m „_ z 0 w 0 Worms DRAWING CONTENTS: REFLECTED CEILING PLAN DRAWING NO.: A5 T ROOF PLAN SCALE: 1/8" = 1' ---0" REUSE /RELOCATE EXISTING ROOF SCUTTLE MFR. BY "BILCO" S -20, 2' -6" X 3' -0" NOTE ROOF SCUTTLE TO BE INSTALLED PER ROOF MFR SPECIFICATIONS EXISTING ROOF DECK EXISTING STEEL ANGLE NEW BRACE LADDER TO OPG. W/ FLAT STL. BAR WELDED TO STL. ANGLE FRAME 1/2 PLYWOOD TO 8"-0" ABOVE MEZZANINE FL ROOF SCUTTLE SECTION SCALE: 1/2" = 1' -0" A6DT2 "LADDER UP", MFR. BY "BILCO ". SECURE TO LADDER BRACE LADDER TO PARTITION t 4' -0 O.C. MAX W/ FLAT STL. BARS WELDED TO E4. STRINGER SECURE TO PARTITION. BLOCKING AT BRACES BOLT TO DECKING AT MEZZANINE PROVIDE WD. BLOCKING BENEATH DECK FOR ANCHORAGE LADDER. 2'- 6 "Wx3' —Q "L. CLEAR OPENING I / / 25' -8" • 41' -10" 40' -2" 3W -11" / 29' -II" / ROOF HATCH DETAIL SCALE: 1-1/2" = 1'--0" ROOF HATCH - EXISTING MTL. COUNTER FLASHING - EXISTING EXTEND ROOFING UP UNDER FLASHING - EXISTING MIN. FLASHING LAP A6DT3 NEW "LADDER UP" MFR. BY "BILCO" _ SECURE TO LADDER STL. ANGLE NEW METAL LADDER NEW ROOF I.4ATCN USE L.L. ROOFER FOR ALL RQQF PENETRATIONS (rte)) R.T.U. 4 s) NA EA LN 1 /1 17 1/1 1Zy 0.4) VN 1 / 1 RA 1/1 ILN v R.T.U. 4 NA 1 d ILN I /I NA 1/1 V N R.T.U. 4 1 1 1 ALL WVAC UNITS ARE EXISTING TO REMAIN ABANDON OLD ROOF WATCH 193' -6" 1 F °-N �Li VN R.T.U. 3 0 ( 17 7 VN 1 / 1 I NA 1/1 1 VN Li R.T.U. 4 / 8' -0" R.T.U. 4 R.T.J. 2 ( )) E)) R71 n VN I/I RA I/1 RT.U. 1 1 tiji J713) ROOF PLAN NOTES THE DIMENSION IS ADJUSTED BY LENGTH OF MEZZANINE. NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED EXISTING 4 PLY ROOF BUILT TO SHELL SPECIFICATIONS ROOFING MEMBRANE HAS 15 YEAR LIMITED WARRANTY AS PROVIDED BY THE SHELL. THE 4' -4" DIMENSION IS ADJUSTED BY LENGTH OF MEZZANINE CODE . ( APE City �'' D FOy 1 'OMPLI ANCE ' L w 3 PROVIDE VENT THROUGH ROOF AS REQUIRED FOR PLUMBING SYSTEMS. LOCATION TO BE NO CLOSER THAN 5'--O" TO PARAPET CONDITION AND NO CLOSER THAN 10'-0" TO ANY AIR INTAKE. PROVIDE VENT THROUGH ROOF AS REQUIRED FOR PLUMBING SYSTEMS. LOCATION TO BE NO CLOSER THAN 5 TO PARAPET CONDITION AND NO CLOSER THAN 10' -O" TO ANY A/R INTAKE Of Tukwila ROOF INSULATION SHALL BE 4" MIN WITH R -21 AS PER CODE. SUBMIT SAMPLES FOR REVIEW AND APPROVAL BY MICHAELS' DULY AUTHORIZED REPRESENTATNE. JAN 11 2008 6201 REGISTERED ARCHITECT ERIC E. ATE OF Wit.S141NO1Vg f pz k Donahou Design Group A JOINT VENTURE WITH Partners Architectural Design Group, Inc. 2150 N 107th Street Suite 501 Seattle, Wa 98133 206.363.1960 T T haVa Q m at m d z 0 W 0 DRAWING CONTENTS: ROOF PLAN DRAWING NO.: A -6 a) EQUAL = = = == fah" `:~�\ \ \ \ \ \ \ \\ �► \ \\ \ate \ • 1 IF III SCALE: 3/8" = 1' -0" 11' -6 5/S" 4' -0" 103 1 OFFICE ENLARGED OFFICE PLANS ENLARGED RESTROOM PLANS SCALE: 3/8 = l'-0" EQUAL NEW STOREFRONT SYSTEM THIS WALL 2/A15) ( 4/A15 EXISTING AUTO SLIDER TO REMAIN - REFURBISH ENLARGED VESTI 3ULE PLAN SCALE: 3/8" = 1' -0" f 1 �r m 1 err a I I 3 - 0 " 104 6' -3 1/2" CLEAN AND REPAIR AS NEEDED (29/A15.1) (2 (2e/A15.D 1 111 WOMEN Czw,415.1) (24/A15 3'-11/2" 1 1 3 - 0 " (12/,415.1) 10 I !BEAK ROOM 00/A15.0 tf 21' -11" 24' -'1" ENLARGED FLORAL / !WREAK PLANS SCALE: 318" = 1' -0" SCALE: 3/8" = 1 CLEAN UP AND REPAIR EXISTING SINK FAUCET AND PLUMBING. ADD ADA PLUMBING WRAP S' -0" c2 1 112 FLORAL (25/A15) t7 6' -3 1/2" COUNTER TOP TEMPLATE / 4' -0" / 2' -3 i/2" 9 1 (15/A15.1) 109 CORRIDOR (11/A15.1) MISC. ITE 1. \ \\ \' \ \\ INFILL WALL TO MATCI 4 ADJACENT ENLARGED MEETING ROOM PLAN SCALE: 3/8" = 1' -0" VI S 11' —"T" ENLARGED FRAME SHOP PLAN SCALE: 3/8" = 1' -0" NOT USED. OFFICE COUNTER TOP OVERHEAD STORAGE SHELF INTERMEDIATE SUPPORT PANEL END SUPPORT PANEL 3" ELECTRICAL ACCESS HOLE W/ GROMMET CASH OFFICE COUNTER TOILET PAPER HOLDER (NIC) SANITARY NAPKIN DISPOSAL CAN (NIC) NEW VERTICAL GRAB BARS EXISTING TOILET PARTITIONS — TO REMAIN MIRROR SOAP DISPENSER (NIC) PAPER TOWEL DISPENSER (MC) BABY CHANGER (NIC) GRAB BAR AND BABY CHANGER BLOCKING REF 7/A7 URINAL /SINK /EWC BLOCKING REF 7/A7 EXISTING BREAKROOM COUNTER /CABINET -- TO REMAIN H.C. TOILET ROOM SIGNAGE 6" END PANEL REQUIRED AT URINAL PARTITION. PARTITION IS 24" WIDE. MARK 2. C COMTEC METPAR (14/A15) 1 102 MEE11NG ROOM IA CHECK ALL WALL OUTLEe. REPAIR AS REQUIRED TYP. THIS ROOM. 24' -10" FRAME 61-101° KEYED NOTES PROV /DE 8'x8' VENEER GRADE PLYWOOD BACKING PANEL (5/8" THICK) FOR SUPPORT OF GLASS CUTTER. ATTACH TO SHEETROCK WITH SCREWS THROUGH METAL STUDS AT 16 O.C. VERIFY FINAL LOCATION WITH MSI PROJECT MANAGER BATHROOM PARTITION SCHEDULE COMPANY ROCKVILLE TYPE HDPE HDPE HDPE 29' -4" 21 4' -0" 8/415.1) 10(0 (6/A15.0 COLOR CL 18 PARCHMENT 400 COOL SAND LINEN MUST USE OVERHEAD BRACED TOILET PARTITION TYPE THE VENDORS LISTED ON THE ABOVE SCHEDULE ARE THE REQUIRED VENDORS. ANY SUBSTITUTIONS TO THE LIST ARE NOT ACCEPTABLE. PARTITION HARDWARE MUST BE ADA COMPATIBLE 11' -1" REVIEWED FOR CODE COMPLIANCE JAN 2 /;I NCB City C1` Tukwila BUILD Na te ;.y'`.''ST_ �N _r S' - 0 11 743) CONTACT CUSTOMER SERVICE CUSTOMER SERVICE CUSTOMER SERVICE 3 0 PHONE 800 - 445.5148 516-333-2600 256-451-1300 1 6 1' -1 1/2" NOTE www.comtecindustries.com www.metpar.com ASK FOR LOCAL D/ST. www.rockvNepartitions.com rct JAN 11 2008 PEs•a v 1 ;JP H I . Donahou Design Group A JOINT VENTURE WITH 1 Partners DRAWING CONTENTS: Architectural Design Group, Inc. w 1— Q Cl 2 H 0 N 0 0 N 2150 N 107th Street Suite 501 Seattle, Wa 98133 206.363.1960 T zY a- Lu Li] ace M § C;] Qom z �+ o l ralOS ENLARGED PLANS XTEIRIOIR ELEVATIONS KEYED NOTES �I BUILDING ADDRESS LOC. • SIGNAGE UNDER SEPARATE PERMIT. <C> ALL EXTERIOR DOORS: PATCH AND PAINT DOORS AND FRAMES, RECONDITION EXISTING HARDWARE OR REPLACE DEFECTIVE PIECES - CLOSURES, WEATHERSTRIPPING, BOTTON SWEEPS, HINGES, THEFT BLOCKER PLATES AND PANIC BARS. REMOVE ANY NIGHT TIME SECURITY BARS AND PATCH AND PAINT HOLES IN DOORS AND FRAMES. 0. CLEAN UP AND POWER WASH DOCK AREA. O RECONDITION ROLL -UP DOOR O CLEAN UP EXIT STAIRS AND REPAIR O (NOT USED). .0> RECONDITION ALL EXTERIOR WALL PAC LIGHTING AND UNDER CANOPY LIGHTING. SEE RCP FOR FURTHER INFORMATION. O CONCRETE CURB/ STEM WALL. O (NOT USED). 0 (NOT USED). ADDITIONAL XIStING AUTO SLIDING 00 SE 00 SGH E FOR DU 12 E I LD DOORS. ED R E L INFORMATION. 13 (NOT USED). NEW COMPACTOR ACCESS CHUTE- Y MICR 14 E P R E E B AEL S. EXISTING WALL AK- SE C. . FOR 15 E LL P E R. P R ADD L INFO. 0 (NOT USED). 17 EXISTING NIGHT LIGHT- SEE RC.P. FOR ADD'L INFO. • (NOT USED). IQ (NOT USED) • EXISTING PRE -FIN. MTL. COPING, TYP. : 8" DIA. CONC. FILLED BOLLARDS 4' HIGH, CURVE TOP OF CONCRETE a BOLLARDS. • LINE OF ROOF BEYOND. EXISTING GUTTER AND DOWN SPOUT TO REMAIN. 26 24' -3" 0 3 3'1' -6" 30' -S" n %G% ••••••••r G iirl r ! Ell w w ■rllii�'r. a ■ ■u■■■ ■ ■■ ■ ■�r� r r1 r r �/ r • r %/ r � • •••• ■ � � � A r. r r ■ ■ /./ /r. /.r.G. / /. /.I r �■ ■ r rr 7 rrr.. gnaw= � i r�i a ii>',eiiTr ii iiiiila.. i l�■■ m•••••• iiriil■ ■ ■■ ■ ■■ ■n■ ■■ . � ■ ■ ■■■■■ ■ ■1~:�Ir ■■ ■r ■ ■�iir� ■ ■ • ■�i�r.� � i ■I r rr r rrr , , r , r , r • r rr rr r f r r /' r � ■■ *�* // r /J. mama •mama ■ // . / ■■ ■ ■f• • I J ■ ■ ■ ■ ■ ■■ ■ 0 1 1111 ■ ■I ■■ ■ /. /w/O • r. //l.2/ • . 21! .. r . ■1 r. /41Meol/ /. rrr• rr ! rr ■ 1111 ■■■■ ■■ ■1' /l.'/.% %'G.1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■. i ■ ■ ■ ■ ■ ■ ■ ■ ■■17IMIr•w ■rl ■w ■// r/,�r ■w • 11 /r/ r/r.%% .ill :I ..u. I1 % %%% M M61 • I ■■■ ■ ■ ■ ■1'/ /.% % %'/ /.1■ ■ ■A ■ ■ ■ ■ ■ ■ ■ ■ ■w mama■ ■ ■■ rm • ■ ■ ■ %2 %/% § ■ 117 al 11 r r r y i ■■ /r r %% •••E m' / /. %%% % %r- 1 ■mm ■m■ ■r■■■■ ■■■■■■■ 1// r2/. 41r■■■■■■■■■■■■ �� ■ ■ ■ ■ ■ ■ ■ ■� ■ ■Ir ■rV�ilrl ■ ■ ■ / /: / // • I II ■■■■■■■ 1%' / /,' / /. " %' /rl ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■w ■■ •■ ■ ■ ■ ■ ■ ■ ■Ir ■!!11 ■ ■ ■ %!r' /1.J■ ■ �1111 ��11 ■ ■■■ i% % %rrr,'rrIOV.MP..e ■ ■ ■w ■ ■ ■ ■ ■ ■w ■■ ■ ■ ■ ■1'/e'r /.•O%e1■ ■ ■■ •■■ ■■■ ■ ■ ■■■ ■ ■ ■� •■ ■ ■ ■ ■■ ■u■a�r •111•02•762011 II m ■■ ■ ■ r rr / r / • / rr r r.• r . / / r / / / ••••••• mama■■■ ■1 /rr /. /. /1 ■ ■ ■ ■ ■ ■ ■■ •■■■ •mama■ •■■■ •■■■ rl■ •■ • r r r r 051"02%.1, r r r � r r r r ■ 1 2// mg 1 ■■ � ■�I � /r,2rf. �� ■■■■■■■■ IG//./. fi. /1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■Ira ■1 ■ ■a ■ rr• wan • r r • ' r r r r r r / f • rr r rr rr 1 ■ ■ ■ ■iG//, /. / /.l /. /JI ■ ■ ■ ■■ mama■■■ ■■■■■ ■ ■ ■IGG / /. /.1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■■ ■air ■rG�11 ■ ■ ■ /, /. /fi. /,■ ■ ■ 1 ■ ■ .G//r,l ■■ ■■ ■ ■■ ■■■ ■ ■Irma rl ■ /r2/.l� ■ ■ I. I I r /// w •■ ■ ■■ ■ ■ ■1/r,/ / ■ ■ ■■ ■ ■ . r r r r r r rr / r• I 1111111111 r mama■■■ ■■1 /. / / /. /.1 ■ ■ ■ ■ ■■ ■ ■ ■ ■w ■w 1 ■ ■II G.. .r/, rrr., ,r. rrrrrr r /r / \ f!/ % � � ■ it r % ■! � 9111 '02011f07•20;939.7:411111111111111111111111111 /, /. / /rr. /.!w/ wr1■ ■ ■■ ■mal /'%•rrr ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■w ■■ -- r � .riririiri■ n n rirrwrl rwrn ••r rr ■■■■■■■■ Gl. / / /i ■ ■ ■ ■ ■ ■ ■ ■YII ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■Ir ■ ■ ■I ■ ■ ■ / / /. /./J� � ■ /r / /. //r IN ■ ■11 ■ ■ ■ ■■ _■I - - - - - -_ _ - - - - � AM ME • r - • , r r r . r • r r • r / r r r r r r/ i Kor /'/r,'/G ■ ■■ 6� Gz/r. "r/G !M IIIHI IIIIi�INI ■I /& I ■ ■ ■ ■ ■ ■ ■ ■■■ nom ■■■■■■■■ ■■■■ ■ragrrr,2GGr %I■■■ Ira mmm ■ o m 'EMI p1 oroa■ ■ �■■■ ■■ ■ ■■■■ ■rr lmmorr ■■■ ■■ ■■■ ■ ■ ■ ■ l 111111 .. ■ ■ ■ w11■ ■ izro//.'rer//.'/ /.'Amom ■ ■ ■ ■ ■ ■■ �■� mi ■ ■ me %eG%r �■ ■ ■■ ■■000ma ■m■■■■ ■■■ ■" Eali.: a■ ■ ■ ■ ■I % % %�2r/rr r rrr• . , ..,r , • ■� ■�� ■�� ■ ■ ■� ■r % % /. / % % /r�I ■ ■ ■ ■G / /. /..l / ■ ■■ mama■■ /G.G, /.. / ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�� ■■► .a ■ ■� ■ ■ � � I/. /.fir. /.r � • r r r ^• •rr rowan ,, r r r r rr r r r / r / /// l■ ■■■ mama ■ ■ ■ ■V ■ ■ ■ ■ ■ ■ ■ ■ ■�■ �� ■ ■■ I r /J.1, /r■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■I /. / //r.2 /. J2/ I��i��i\ I■■■■ /.f. /r �/. mama a . . /r . • ■ ■A / r,rrr rr,. . r r � rr• ..,rr , r r r r r / r aim I u i H I ■ r. rr rr. r r rr r r• r. r r r rr r r/ r r r • •ii•li■i = ■i iii ri; i■■■ ■ ■ ■•R ■'■=�i�i�i�i�i�i�■ POULama■ ■■ 1■ ■■■■■■■■■■■■■ ■ m■ ■ammo■ ■ ■r p. ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■r eaamm%%rlm■ ■ ■■ ■rim ■ ■■mm ■■ ■ ■ ■r /rrr•e'//.r or ■ ■m ■■ ,A, %Emma ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�� ■��■■■■ ■■■� m ■� ■� ■I"2J %rr♦.'rr, , r r rr r rrr• r r • • r r �/ fr / r rr / mama ■ ■ ■2 /. /r. /� ■�� mama■ / //. /.1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■m ■ ■ ■ ■ ■ ■a■ mama■■■ ■■ mama /. /r /r,, ■��■ r rr. .. r -rrr , r r r , , , rr r r r f r / / r rr rr r r , , r r r r�, r , / rr / r r ■■■ �=■■■ �i■■ �■ rr�iirr�iil� ■� ■ ■ ■■■ ■■ ■ ■■ ■o■■airrrii■ ■ ■■ airif■■■ ■ ■ ■ ■■ ■ ■ ■�i��■�i ■■�i�■ ='�� ■■ �� ■�i = ■�ii.�r ■■ .,. r r • r r / MOM r •r10.00 r r rr r � / r / ■m ■■ ■ ■m ■■ ■ ■ ■ iii/ mama■■ mama ■ ■1 i/. /!/1. / /G.i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■� ■�� ■ ■ / /f/ , ■ ■ ■■ 11■ ■ ■w ■■ I ■ � N • r r rrr r Z r r B .. rrr , r r // r . r r/ r // / r / / / � , i/ mama •■irii>,�■ �i��■ �i�i�i■■■■■■ ■ ■�r ■ ■ ■ ■�i ■ ■ ■ ■� ■�i ■ ■ ■ ■iG>1 /..� 1�■ rr r rr r / r / r / ■ mama■■■ ■I / / /r2 .//G /.I ■ ■ ■■■ ■=■■�mmmmime ■■■ 00.2-;.??,m . 2/. ■ ■ ■ ■ ■ ■■ r./ /r / /. /. ■■ ■■ ■ ■ ■m ■ ■mama 0 -0" FINISHED FLOOR 20' -5" TOP OF FRAMING 026 r■■. r ==== . ■I■w■rww il■■■l■■■1■I ■�ii wIr rrrrrrrrrrrrrr .r:ZZZ °�■■:•■ ■■■■■■■w■■■■■ ■■■�.■■� •---- rrrrr- rrrr 1 ■rrrrrrrrrrrrr �■ . r��1.�•■■ ••••■■ ■II•■■�■■ = =1 ■■.mama = = = = = = = = = = =_ ■■1 ■■. = = = = = ■■ = �■ ■■I•■■ � ■ '' =ZZZ =ZM.�rrMMIIII ■m•.iiil 0 FINISHED FLOOR I =�=ZZZZ�1■�Ri ■�i 1 ■'�i ■" I �il 11.■ ■■■■■■■11� ■�■� 1 rrrrrw ■11■rlrl�■�r� mama rrrw■I■ MICHAELS TENANT AREA 30' -8" 20' -5" TOP OF FRAMING 0' -0" FINISHED FLOOR NEW SIGN UNDER A SEPARATE PERMIT EAST ELEVATION SCALE 1/8 " =1' -0" -2' -1" GROUND FLOOR 24' -3" 3 . 1 1 -6 " 40" =======M120111111111111111111 =======M120111111111111111111 =======M120111111111111111111 T I ENI I■ Warer■Ir rrrik ==========••=•• rr==========••=•• ==========••=•• rrrrrrrrrrr_l. mi... ml ===============••=1 rrrrrrr===============••=1 .1.��1.■ ■� =EMIT =■ NM r■rrrrrrrrrrrr M a lii r arm r rr.rr..rr■ ■r . ••∎ ••= = = =� 0 r� r r L� �■� � ll■1■11 rrirlr 1 ■Ir_�r ■i. ■■ a:1r■■■► •rrr•111 ` h.. . •■r■ - 1 4 e MI • ' ' ■��■■ ■■1.1.1 -r■I•■i��l■I■- - --- - 7rr r ��■■� Ill�r --" i ■■ ■rr11 i • r ■rrIMr 11 1 x 11.11 1 Er =far 1 1 r ■'iL IIWI'� Ilrrrr ■■ "- i'�Z 1 ■ i■■Z ■- ■1 r ' 1ir■-■■■ I II 1 • _ ■ _______Zair■_ ___I ■ rr r y I: :I= : :rr�lr� r it EN- .. li ■In■■■�i1■■■■■■■■■I ME �rrrrr � ■ I rrr��rlrrr1 ure MR WM P. El IS I IATLI REM II Al TM '1 rommorimulimg 0 Ir ■ Z I __umm r . •TI a■ � N r ann s =a_ �■rmro sz" == =■■z ; � ■■ -1 ■rrrrr ■■-- r.- IMIIIM ■■ ■ - - - --■ - ■■ C NNE em • r t'T .fi N r � =. i g g LAS as srrr'•rr'I�i - ■. I .. - rrrrr - r rr r - rr ■ ■■ r�rr ■■■■■■■■ �■■i - 0. �I rr �� r +I�■rrra■r■■■■■ ■rrrrrrrrrrr■ 11•12111•11121111111212212111121011121•1111M ■w■II 211 r1■ ;ZZZZZ L mama raw � am r I rrrZ _ ■1 rrr ■ l 1 ir ■■ MOM ■ .■■■■r■r■1111r1■■ . � I 1.16am lrrr rrr■ 1 l ■ i ■■ r •> EEZ:ii: I MI I .■�■ ■■�II i I 1 • ` I it r ■ Ir r r i■■ r■ .r�1 \ ` 1. r ■ ■■■■■■•Imrlr • I.�1(� 1 • Ti7U 1• MN r .rrrrr a ■ 1 ■ � T Irrrrrr■ �ZZ ZZ""� .r■ rr.rrrrr.l■..r■■ M I ` 1 =■_ r 1_ _ 1 J_ _ - _ 1 . 1 I L T I�I T L >` � T �L 1 .� L.L r _ L T 1 .1 _ T ZS� r rrL 1.• T-T Z � .. mrl Er Irr MINI r. MINI ■r r �, , - - .=1 re& rl ■IiU i■Iirr ►r■ ■ -1 U •� . ■BLW.! Z U IMP _ '"" , cr 1 �■■■ 11•1211•1•1111•1212=1111 ■■■■■w■r. - ,■ M I : -Z L ■■ L Z 1 J_ _L . 7.1 - L L. . I ..L T Ti L �L. T_ 1 _L T I 7 . T I L � I 2 *ill 1_1 1 _ _L..1_.._L___1___ s 1 _1 L _L- �Z 7 ELECTRICAL ROOM BEYOND WEST ELEVATION SCALE: 1/511 =11 -011 -2' -1" GROUND FLOOR • 11 IrW. n� • wrr; Irr• ■■ i'■�ri r ► `�Irrl = = 1 _I I rr r. '� rrrrrr ►■ 1 Iral rrrrr■ Ps.�lr 11� - -- rrrrrrr ►■ ■ . r 1 1 . Err MP 'OK _I i ■ p F lI __ r1r■r MIMIC 11•11111111 rrrrrrrrrrr■irrlr 11•921211111211:1121:111 ■■ 4 > 4f* .=Ir.s- rrrrrrr: ■: � Irrrrr ,►I■ -ter = ------ .�.� x ■�rr�l■Ir r =' r■■.Irrrr _� - a ■rl■■- rlli irr• .inum ■Z ■ ■_■ . - ■■I..r ._____■■ I r_ ■r..,, a■r■ ■rr■■ �■■�■■■ ====•.. __l ■I•r■Irrril�r■ mama■■■ ■■•■■■■■■■W I■■ i ■ r rrr- * r rr ■ ■ ■ ■■ I� ■ ■r.�r ■� 1_1•11•111. ■■1.■■ - ■war. ■.. .. nw ■rrr : ■��■ rr■ rr _ZZ ::72 .- _ r■r■:■=■ = ■__ _ _r■_--_ _ _ r �IIIII ImEmemagmusui ■■■ . ■rrr r_■w■ ■Err Ir :ri Err Err■ ■■r rr si rrrrr.I -■ rrrrl=Is I r.r ■ _ -r * r ■■r. wrr� .rr...� rrr rrrl 11•11111111•1111•11•111•111111111M1 A L S.I. Z J rr rVrl mom �rr_I' ._ I__, •Mriar 1■'aillI lr■I lbill:■lil �, ■■■■■■■r.■■I.--- ME NEM r _MIMMINIAMAIra,M1 1M=1 rrrrr. Imo■ ■I • Iti■■Z� ■■■■■■■■■■■■■I ■_■ .9r... r III rr. 1 ■=1 SOUTH ELEVATION SCALE: 1/8 =1 51-1OWN OBLIQUE 0 MICHAELS TENANT AREA CLEAN 4 REPAINT ENTRY SIGN FACADE COLOR TO MATCH ADJACENT- PAINT TO BE COMPATIBLE WITH EXISTING EIFS FINISH. POWER WASH ALL EXTERIOR SURFACES WITHIN MICHAELS NEW TENANT AREA. TAKE CARE NOT TO DAMAGE EXISTING SURFACES. ABANDONED TOP OF FRAMING A 39' -0" TOP OF FRAMING 33'-11 1/4" TOP OF FRAMING 3V -0" TOP OF FRAMING A 33' -II 1/4" 0 SHOWN OBLIQUE D743I T 'TA7 r REE��ED F3i CODE COMPLIANCE APPROVED City Of Tukw a ' JAN 2 / 2M JAN 11 ZOUd ULN ERIC E. KOC} ATE OF ` ASHIN "SON Design Gr Donahou Group p A JOINT VENTURE WITH Partners Architectural Design Group, Inc. 2150 N 107th Street Suite 501 Seattle, Wa 98133 206.363.1960 T y 0 a m v w m d z 0 w 1- 0 N 0 o a DRAWING CONTENTS: EXTERIOR ELEVATIONS DRAWING NO.: A8 EXTERIOR BLOCK CONSTRUCTION 6" 12 GA STEEL JOISTS Q 2' -0" O.G. 16 GA HANGWIRE 2" CARRYING CHANNEL ,g 4' -0" O.G. i" SYNTHETIC STUCCO SOFFIT - ON 5/8" DENSGLASS SACKER SEALANT -TYr. C EXTERIOR SLIDER HEAD DETA SCALE: 1 -1/2 = 1 4' -2" r- r cv LA 11 LINE OF BEVEL LINE OF BLOCK LOW SCALE: 1" = 1 -0 r i ♦i STEEL TUBE , ►� ♦ ♦ %i� ►�� COLUMN REF L � 1 i�i,i ♦i STRUCTURAL ♦� i:ii 4ippm ■ ADJUSTABLE TRIANGULAR MASONRY ANCHORS 41 16 ' O.C. VERT (LOCATE ALTERNA - E COURSE FROM HORIZ REINF. PLACEMENT) PLAN e COLUMN CAP 3 -4" 4 -0 FLAN COLUMN 13445E SCALE: 1 = 1' -0 511 11 / / 5/6" SHEET ROCK 0 / --- FINISH AS SCHEDULED 3 -5 /S" 20 GA METAL STUDS l6" oz. 3" R -12 BATT INSULATION BEAM * STOREFRONT REFER TO STRUCTURAL FIRE RETARDANT WOOD BLOCKING AS REQUIRED 3 -5/S" METAL CHANNEL X5 /8" SHEET ROCK FINISH AS SCHEDULED CAULK STOREFRONT DOOR SYSTEM REFER TO DOOR SCHEDULE METAL STUD METAL TRACK BEYOND E.IF.5 1i" MIN FOAM THICKNESS \\_.. OVERHANG TYP OLIO FINISHED BLOCK WATER TABLE Al1DT6 *5 VERT BAR IN GROUTED CELL Z- LADDER TYPE HORIZ REINFORCING 6 16' O.G. VERT TYPICAL S "x81x16 11 FINISHED CONC. BLOCK A11DT11 N (I) 5 "x3 "xl /4" STEEL ANGLE BEARING MINIMUM OF S" ON EACH SIDE OF DOOR METAL FLASHING DRIP EDGE PROVIDE BACKER RO WITH SEALANT EXTERIOR D BLOCK BEYONS 1 1 11 BLOCK 1-- IEA41:, DETAIL SCALE: 2" = 1 -0" LINE OF BEVEL LINE OF BLOCK BE OW SCALE: 1" = 1 -0" ADJUSTABLE TRIANGULA MASONRY ANCHORS 16 ' O.C. VERT (LOCATE ALTERNA E COURSE FROM HORIZ REI F. PLACEMENT) SCALE: 1" = 1 -0" 51 611 4 PLAN COLUMN CAP 5' -4" STEEL TUBE COLUMN REF STRUCTURAL FLAN e COLUMN 15ASE EXTERIOR BLOCK CONSTRUCTION METAL FLASHING S "x8" BOND BEAM SEALANT BLOCK BEYOND STANDARD METAL DOOR FRAME A11DT7 A11DT12 A11DT2 / �� `►7 7�� 7ASPA7I7iuNIMP'r r`� , T A7 A. 1 ►AAI. A.A A.�. f F I 1 .v+ 41 5 11 1' -4" 4 / 11 +4 • 4 � ` `+ METAL STUD METAL TRACK 2IYOND E.IFS 1i11 MIN FOAM THICKNESS \\__s OVERHANG TYP OLID FINISHED BLOCK WATER TABLE +5 VERT BAR IN GROUTED CELL Z- LADDER TYPE HORIZ REINFORCING 44 16' O.C. VERT TYPICAL S "x8'x16" FINISHED CONC. BLOCK METAL FLASHING METAL FLASHING DRIP EDGE BLOCK OPENING BEYOND REFER TO DETAIL 4 FOR BALANCE OF NOTES FASTEN PER MANUFACTURERS REQUIREMENTS COLUMN WRAF' DETAIL VARIATIONS SCALE: 3" = 1' -0" A 11DT9 ■ COMPACTOR I-IEAID DETAIL SCALE: 2" = 11 -0" A11DT� EXISTING STEEL COLUMN A d . A INISHED BLOCK FACE GROUT AS SCHEDULED TOOL SMOOTH ELEVATION e COLU SCALE: 1" = 1' -0" STAINLESS STEEL COLUMN WRAP TO HAVE 3/4" RADIUS AT CORNERS FOR SQUARE COLUMN APPLICATIONS PROVIDE 24 GA. STAINLESS STEEL COLUMN WRAP BY FAB CONCEPTS TO 42" A.F.F. CAULK HEAD 4 BASE W/ WHITE CAULKING A 11 EXTERIOR BLOCK CONSTRUCTION TOP OF OPENING 8' -0" AFF PROVIDE 24 GA. STAINLESS STEEL COLUMN WRAP BY FAB CONCEPTS TO 42" AFF. CAULK HEAD 4 BASE W/ WHITE CAULKING INFILL VOID TO 42" AFF. STAINLESS STEEL COLUMN WRAP TO HAVE SQUARE CORNERS EASE A11DT1 C4 �N« 5//F \-- DRAINAGE WEEPS 6 BASE OF BLOCK 6" METAL STUD FRAMING SEE STRUCTURAL 1/2" FIBERGLAS SHEATHING FO, 4" MIN TH INKNESS SOLID FINISHED BLOCK WATER TABLE Z- LADDER TYP REINFORCING O_G. VERT TYPI ADJUSTABLE C MASONRY ANC 16" O.C. TYP BAR FINISH SIDEWAL COLUMN BASE IN FULL BED OF CONC ANCHOR BOLTS REFER TO STRUCTURAL PEDESTAL FOOTING REFER TO STRUCTURAL 12 . A _ A PIP all 8 COMPACTOR I-IEAID DETAIL r SCALE: 1" = 1 -0" FASTEN PER MANUFACTURERS REQUIREMENTS SCALE: 1" = 1 -0" // STEEL I -BEAM CMU BOND BEAM S" MN BEARING EACH SIDE OF OPENING 48 "X4S" OPENING 4' -0" SECTION e COLUMN 1BASE A1IDT14 '1 A11DT5 ■•• • 21j Tr PLATE GROUT . 7 4 • • 04 • • • • • • 11 • • • • • • • • • • • L • • A • • • • • • I1 • • it v v 0 FASTEN PER MANUFAC'T'URERS REQUIREMENTS / STEEL "t" FIE COLUMN PROVIDE 24 GA. STAINLESS STEEL COLUMN WRAP BY FAB CONCEPTS TO 42" AFF. CAULK HEAD 4 BASE W/ WHITE CAULKING 4 rrr�� 0 43 FASTEN PER MANUFACTURERS REQUIREMENTS OPENING FORCE 5 LBS MAX DOOR PEMKO * 20054 ALUMINUM THRESHOLD EALANT -TYP PROVIDE METAL STUDS AND 1/2" GYP. BOARD TO 16' -0" APP. - MTL. STUD SIZE TO MATCH EXISTING COLUMN WIDTH 6" 20GA METAL TRACK --_� SECURE W/ 1" S -12 STEEL PAN HEAD SCREWS 14 24" O.C. STEEL BEAM REFER TO STRUCTURAL 6" 20GA METAL STUDS 16" O.C. TYPICAL BOTTOM OF WD. TRIM 1' -011 AFF. 4" STEEL POST REFER TO STRUCTURAL SCALE: NTS A LANDING IS REQUIRED ON EACH SIDE OF EVER DOOR 1DOOR TI-1 54OL1, SCALE: 12" = 1 STAINLESS STEEL COLUMN WRAP TO WAVE SQUARE CORNERS 1/2 EXISTING STEEL COLUMN ROOF DRAIN WH APPLICABLE z/ 11 N WARP SHIM AS REQUIRED IX& BIRCH TRIM CUT TO FIT BIRCH TRIM BEYOND 1) I h .-STEEL BEAM ABOVE...,. REFER TO STRUCTURAL BIRCH TRIM ABOVE INTERIOR UJALL SECTION OVIDE 24 GA. STAINLESS STEEL COLUMN WRAP BY FAB CONCEPTS TO 42" AFF. CAULK HEAD W/ WHITE CAULKING 4 CAULK BASE W/ GREY CAULKING SECURE DIAGONAL BRACING TO STRUCTURE ABOVE 3 -5/S" 20GA DIAGONAL BRACING 61 45" O.C. TYPICAL SECURE W/ 1/2" 5 -12 STEEL PAN HEAD SCREWS END SHEETROCK AS INDICATE REFER TO CEILING PLAN LINE OF CEILING REVIEW iLD F 'R CODE COMPLIANCE APp�.cv U JAN 2�� 2a City t i u e�: ° i oa BJILI I , ' L %. . A11DT15 A110T4 r - TI4RESHOLD 4" STEEL POST JA N 11 2008 PE.1 bl\4I CENT E0 Donahou Design Group A JOINT VENTURE WITH 1 Partners Architectural Design Group, Inc. 2150 N 107th Street Suite 501 Seattle, Wa 98133 206.363.1960 T LU 0 61 OD 4 z LJ W ❑ r n 0 0 DRAWING CONTENTS: HEAD AND BLDG DETAILS DRAWING NO.: A -11 6" 20GA METAL TRACK 5/S" SNEETROCK EA SIDE SECURE SHEETROCK FIELD ---- W/ 1 -1 /4" TYPE -5 STEEL SCREWS c 32" D.C. VERTICAL e 16" O.C. 1 40RIZONTAL 6" STRUCTURAL METAL TRACK INSULATE WALLS AT THE RESTROOMS ONLY 1u111111Illm11121ln111111uln111111uuh !Alllm11111111111 mrmmmpnmmmmnmumm1111 METAL TRACK BEYOND METAL STUD Pi I 0•■ *( • 32" MAX 16" MAX NEW WALL SECTION SCALE: NTS SECURE W/ 1" 5 -12 STEEL PAN HEAD SCREWS 6 24" O.G. PROVIDE DEFLECTION TRACK 6 TOP OF WALL It 20 GA METAL STUDS e 16" O.G. 6" 200A METAL TRACK 6" STRUCTURAL METAL STUDS e 16" O.G. TYPICAL Al2DT7 REFER To CEILING PLA LINE OF CEILING 3" R -12 SOUND BATT INSULATION RESTROOM ONLY 6" STRUCTURAL METAL TRACK ANCHOR FLOOR TRACK TO CONCRETE WITH HILTI FASTENER C HILTI FASTENER WALL TYPE 1A- oMIT G.W.B. ON BACK SIDE h ill 1 17 J1111111IIGNIUIIIIIIIIIIl111 Jllllllllll 11111111' 911111; II111 11 '?I III111 If I'IIII 11111110 11. DER TO CEILING PLAN FffirilifiliWWWWWWWWINERINI LINE CF CEILING METAL TRACK BEYOND WALL SECTION SCALE: NTS METAL TRACK BEYOND WALL SECTION SCALE: NT5 5/8" SHEETROCK EA SIDE SECURE SHEETROCK FIELD W/ 1 -1/4" TYPE-5 TEL SCREWS 6 32" O.C. VERTICAL 6 16" O.C. HORIZONTAL METAL TRACK BEYOND METAL STUD WALL SECTION SCALE: NTS METAL STUD 0 16" MAX 32" MAX Al2011 IlfdiillllI IIINNI1111IINIIII1EINI@ IIINSM INfGI1VIM ININIVN9NNINlININNNINNINNINYNININ1111NNN' 32" MAX Al2DT3 32" MAx 16" MAX AI 2D75 SECURE W/ 1" S -12 STEEL PAN HEAD SCREWS e 24 " ac. 6" 20GA METAL TRACK PROVIDE DEFLECTION TRACK +3 TOP OF WALL SECURE SHEETROCK EDGES W/ 1 -1/4" TYPE -S STEEL SCREWS • 8" O.C. TYPICAL 3" R -12 SOUND BATT INSULATION 5/8" SHEETROCK EA SIDE SECURE SI4EETROCK FIELD W/ 1 -1/4" TYPE -5 STEEL SCREW5 e 32" D.C. VERTICAL , 16" O.c. HORIZONTAL 6" 18GA METAL STUDS 6 16" O.C. TYPICAL 6" 20GA METAL TRACK ANCHOR FLOOR TRACK TO CONCRETE WITH HILTI FASTENER HILTI FASTENER SECURE DIAGONAL BRACING TO STRUCTURE ABOVE 3 - 518" 20GA DIAGONAL BRACING 1 48" O.C. TYPICAL. CLIP ANGLE SECURE W/ 1/2" 5 -12 STEEL PAN HEAD SCREWS SECURE SHEETROCK EDGES W/ 1 -1/4" TYPE -S STEEL SCREWS e 8" O.G. TYPICAL 5/8" 5IHEETROCK EA SIDE SECURE SHEETROCK FIELD W/ 1 -1/4" TYPE -S STEEL SCREWS e 32" O.C. VERTICAL 6 16" O.C. HORIZONTAL REFER TO CEILING PLA LINE OF CEILING 3 -5/8" 20GA METAL STUDS 6 16" O.C. TYPICAL 3 -5/8" 20GA METAL TRACK ANCHOR FLOOR TRACK TO CONCRETE WITH HILTI FASTENER 0 METAL STUD 16" MAX O HILTI FAST ENER SECURE SHEETROCK EDGES W/ I -1 /4" TYPE -S STEEL SCREWS 61 8" O.C. TYPICAL IIINfl111NN1N1NINNN1111i111NNNNNININ ;NNNNNiP,IN1'11NI1NNNE NINNNP9NNNNNNINININNN'•9IEE 3" R -12 SOUND GATT INSULATION 3 -5/8" 20GA METAL STUDS 16" O.c. TYPICAL 3 -5/8" 20GA METAL TRACK ANCHOR FLOOR TRACK TO CONCRETE WITH HILTI FASTENER zs HILTI FASTENER zs 3-5/s" 20GA METAL TRACK SECURE SHEETROCK EDGES W/ 1 -1 /4" TYPE -S STEEL SCREWS 41 8" O.G. TYPICAL PROVIDE DEFLECTION TRACK + 1 TOP OF WALL 5/8" SHEETROCK EA SIDE SECURE SHEETROCK FIELD W/ 1 -1/4" TYPE-S STEEL SCREWS e 32" O.C. VERTICAL e 16" O.C. HORIZONTAL SCALE: NTS EXISTING WALL PATCH AND REPAIR AS NECESSARY TO PROVIDE FINISHES PER Al 5/8" METAL STUD SCALE: NTS SHEETROCK EA SIDE SECURE SHEETROCK FIELD W/ 1 -1/4" TYPE -5 STEEL SCREWS e 32" O.G. VERTICAL e 16" O.G. HORIZONTAL INSULATE WALLS AT THE RESTROOI ONLY METAL STUD SCALE: NTS NO INSULATION AT CLASSROOM PARTITION METAL TRACK BEYOND nellagill >UIVIIWI EMIRllEM1' 1111u1IC11111911111111f114CEfii111pI111111Plllli @IRdnVM METAL STUD 0 16" MAx O UJALL SECTION 4 A1„ ER ! 1@ I@ IIITIMEGN1IMIE111NI11Nl @IDIMEIM;1'fGIN ENIENI 191 71 32" MAX 16" MAX EXISTING WALL SECTION 0 9! IUlI11 V91IJ9119o11N,' ilJiIIIIIPdllllllilJlll, INIIII41111VIlilIi111gJ1I111111JIIliIU1141111' IIiIIUIIIllI111VGIliIIIPJ11111111 1611111 x INNIIIIIIINIIIIIII11111111NNIII11ERINIIN@ IINNIIINIIINNNININNNNIN111NNIINNINIININMM111NPNNIIIIINNI2 METAL TRACK BEYOND 32" MAX 16" MAX EXISTING WALL SECTION Al2DT2 Al2DT4 Al2DTS SECURE W/ 1" 5 -12 STEEL PAN HEAD SCREWS e 24 " c.c. SECURE DIAGONAL BRACING TO STRUCTURE ABOVE 3 -5/8" 20GA DIAGONAL BRACING e 48" O.C. TYPICAL SECURE W/ 1/2" 5 -12 STEEL PAN HEAD SCREWS END SHEETROCK AS INDICATED REFER To CEILINGS PL LINE OF CEILING -5/8" 20GA METAL STUDS IP 16" O.C. TYPICAL -5/8" 20GA METAL. TRACK CHOR FLOOR TRACK TO CONCRETE WITH HILTI FASTENER HILTI FASTENER 3" R- I2 SOUND BATT INSULATION REFER TO CEILING PLA LINE OF CEILING C� LINE OF WINDOW REFER TO CEILING PLAN LINE OF CEILING 3 -5/8" 20GA METAL STUDS 9 16" O.C. TYPICAL 3 -5/8" 20GA METAL TRACK ANCHOR FLOOR TRACK TO CONCRETE WITH HILTI FASTENER HILTI FASTENER *, REFER To SHELL DRAWINGS TOP OF JOIuT EXISTING ROOF STRUCTURE EXISTING WALL SYSTEM - PATCH AND REPAIR AS NECESSARY. PROVIDE NEW FINISHES PER Al EXISTING CONCRETE SLAB METAL STUD SCALE: NTS • • / • 11 • L TRACK NSTRUCTI ►�1 1 ►1 11 ► ►.J _ +ice —_ 3 _ '2► 31w 1�1 1�1�1 16" MAX EXISTING WALL SECTION Al20110 EXISTING BLOCK CONSTRUCTION HILTI FASTENER + 10 -0" 11 METAL TRACK BEYOND METAL STUD EXISTING WALL SECTION SCALE: NTS METAL TRACK BEYOND METAL STUD WALL SECTION SCALE: NTS 32" MAX 16" MAX EXIT CORRIDOR IIIIINNIININI111INI11NI11111NNN1111? NC' Sd1111IN1fNNSNNIINI11NIliIIR1IIlIIIINN, INNI11111NI1NINII1N1111id19Y1J111fi1N 32" MAX 16" MAX EXISTING DEMISING WALL. PATCH AND REPAIR AS NECESSARY TO PROVIDE FINISHES PER Al Al 2D Al2DT1 EXPANDED MESH CLIP ANGLE HILTI FASTENER SECURE W/ 1/2" 5 -12 STEEL PAN HEAD SCREWS REVIEWED FC CODE COMPLIANCE APPROVED Cf TU Y • SECURE 5HEETROGK EDGES W/ 1 -1 /4" TYPE -5 STEEL SCREWS e S" O.C. TYPICAL 5/8" 5HEETROGK EA SIDE SECURE SHEETROGK FIELD W/ 1 -1/4" TYPE -5 STEEL SCREWS e 32" D.C. VERTICAL e 16" O.C. HORIZONTAL 3 - 5/8" 20GA METAL STUDS e 16" D.C. TYPICAL 3 -5/8" 20GA METAL TRACK ANCHOR FLOOR TRACK TO CONCRETE WITH HILTI FASTENER I -4ILTI FASTENER JAN 2 2 [ ' pr; JAN 11 2008 Donahou Design Group A JOINT VENTURE WITH Partners Architectural Design Group, Inc. 2150 N 107th Street Suite 501 Seattle, Wa 98133 206.363.1960 T w 1- 0 0 n W W 4 1- 0 r DRAWING CONTENTS: INTERIOR WALL SECTIONS DRAWING NO.: A -12 .I.: _I. -- WOOD TRIM AS SCWED. 1/2" 8 12 STEEL PAN WE SCREW FASTENERS 1 2" O.C. MAX 1/2" s 1/4 DOU 3LE ACTION DOOR/JAM5 414 -2DT15 SCALE: 6" = 1' -0" 20GA MET FLOOR TRACK BEYOND 5/8" SHEETROCK EACW SIDE FINISH AS SCWED 6" 200A MET STUDS to I6" O.C. TYP (2) 6" 20GA METAL TRACKS EA SIDE WOOD TRIM AS SCHED. (2) 6" 20GA MET STUDS MET DOOR FRAME REF DOOR SCWED SHIM DooR FRAME AS REQUIRED DOUBLE ACTION DOOR FLOOR TRANSITION STRIP AS SCWED WOOD TRIM .48 SCHED. 0 12 STEEL PAL WE SC REW FASTENERS 1 2" O.G. MAX SMOOTH FLOORING NO THRESHOLD 5 `1 /S" 20GA MEt FLOOR TRACK BEYOND 5 /S" SHEETROCK EACH SIDE FINISH AS SCWED 3 -5 /S" 20GA MET STUDS 16" OC. TYP WooD TRIM AS SCWED. (2) 6" 20GA MET STUDS MET DOOR FRAME REF DOOR SCHED SHIM DOOR FRAME AS REQUIRED $ TYPICAL CASED OI ENING JAMB SCALE: / I1 = 11-0" A14 -2D116 (2) 6" 20GA METAL TRACKS EA SIDE WooD TRIM AS SCWED SLATWALL AS SCHED 4 1/2" 11 11 *12 STEEL PAN HE SGRELU FASTENERS 1 2" O.C. MAX 11 11 UJINDOW JAM DETAIL SCALE: 6" = 1 -0" (2) 3 -5 /S" 20GA MET STUDS FINISH AS SCHED GLASS AS SCWED WINDOW FRAME BEYOND WINDOW TRIM BEYOND (2) 3 -5 /S" 20GA METAL TRACKS EA SIDE 3 -5/S" 2004 MET STUDS 16" O.C. TYP MET FLOOR TRACK BEYOND 5/8" SHEETROCK EACH SIDE WOOD TRIM AS SCHED WOOD TRIM AS SCHED. WOOD TRIM AS SCHED. METAL DOOR FRAME TYP TYPICAL DOOR 2 I -LE Aid SCALE: 6" = 1 TYPICAL DOOR JAM SCALE: 6 = 1 - PEMKO *332CR RIGID JAMB WEATHERSTRIP (ANODIZED ALUMINUM) UL LISTED SMOKE AND DRAFT CONTROL "12 STEEL PAN HEA SCREW FASTENERS 12" O.C. MAX SCALE: 6 = 1 -0" 5 _t/8" 0 12 STEEL PAN HE SCREW FASTENERS 1 2" O.C. MAX 011 SMOOTH FLOOR No THRESHOLD 5 1/511 STOP NEOPRENE SEAL CLASS II, GRADE C DOOR FACE ---•- 2" 211 1 11 JAMB A14 -2DT7 A14 -2DT14 WOOD TRIM AS SCHED. SMOKE 4 DRAFT CONTROL M4 -2DT5 3 5/S" 20GA MEt STUDS is 16" Oz, TYP 20GA MET TRACK 5/5" SHEETROCK EACW SIDE FINISH AS SCHED TOP AND BOTTOM 3 -5/8" 20GA METAL TRACKS WOOD TRIM AS SCHED. (2) 6" 20GA MET STUDS MET DOOR FRAME REF DOOR SCHED SHIM DOOR FRAME AS REQUIRED DOOR SILENCER AS SCWED DOOR DOOR STOP LINE OF JAMB BEYOND 20GA MET FLOoR TRACK BEYoND 5/8" SWEETROCK EACH SIDE FINISH AS SCWED 3 -5/S" 20GA MET STUDS 16" O.C. TYP (2) 3 -5 /S" 20GA METAL TRACKS EA SIDE WOOD TRIM AS SCWED. (2) 3 -5/S" 20GA MET STUDS MET DOOR FRAME REF DOOR SCWED SWIM DOOR FRAME AS REQUIRED DOOR SILENCER AS SCWED DOOR DOOR STOP WOOD TRIM AS SOWED. 1 -3/4" DOUBLE ACTION DOOR/HEAD SCALE: '" = 1' -0" A14 2DT11 a SCALE: 3" = 1' -0" 0 12 STEEL PAN HE SGREW FASTENERS 2" O.G. MAX 8 1/4" 11 ROUGP OPENING UNIT WIDT1 -I INTERIOR EXTERIOR A14DT2 6" 20GA MET STUDS 16" O.C. TYP 20GA MET TRACK 5/8" SHEETROCK EACH SIDE FINISH AS SCI -IED TOP AND BOTTOM 6" 20GA METAL TRACKS WOOD TRIM AS SOWED. (2) 6" 20GA MET STUDS MET DOOR FRAME REF DOOR SCWED SHIM DOOR FRAME AS REQUIRED DOUBLE ACTION DOOR LINE OF JAMB BEYOND HEADER ABOVE EXISTING SLIDER 1- IORIZONTAL TO REMAIN SECTION WOOD TRIM AS SOWED. TYPICAL CASED OPENING HEAD 1/2" 1 -3/4" 1/4 0 12 STEEL PAN WE SCREW FASTENERS 2" O.C. MAX 5 - I /S" 1/2" SCALE: 6" = 11 - 0" A14 2AT12 3 -5/8" 20G4 MET STUDS 6 16" O.C. TYP 200A MET TRACK 5 /S" SHEETROCK EACH SIDE FINISH AS SCHED TOP AND BOTTOM 6" 200A METAL TRACKS WOOD TRIM AS SCWED. (2) 6" 20GA MET STUDS MET CASED OPENING REF DOOR SCHED SHIM FRAME AS REQUIRED LINE OF JAMB BEYOND SLATWALL AS SCHED �`� WOOD TRIM AS SCWED. \ uit 0 N SLIDE ASSEMBLY ACCESS PANEL Z LU 0 LU 1- 4 111 UJINDOUJ W --IEAD DETAIL SCALE: 6" = 1 -0" SCALE: 3" - 1 -0" "12 STEEL PAN HEAD SCREW FASTENERS 12" O.C. MAX 4 1/2" A14 -2DT6 3 5/5" 200A MET STUDS 16" O.C. TYP 20GA MET TRACK 5 /S" SHEETROCK EACH SIDE FINISH AS SCHED TOP AND BOTTOM 3 -5 /S" 20GA METAL TRACKS (2) 5" 20GA MET STUDS SEALANT SHIM WINDOW FRAME AS REQUIRED LINE OF TRIM BEYOND LINE OF WINDOW BEYOND GLASS INSULATED GLASS AS SCHED TRANSOM FRAME BEYOND SLIDER DOOR HEAD MOTION ACTIVATED DOOR ON /OFF SENSOR DOOR SLIDE ASSEMBLY SLIDING DOORS DOOR THRESHOLD EXISTING SLIDER VERTICAL TO REMAIN SECTION A14 -2DT1 SLATWALL AS SCWED WOOD TRIM AS SCWED SCALE: 6 = 1 -0" INSIDE TOP VIEW DOOR JAM DOORSCOPE UNIT HEAD OF VIEWER 011 0 12 STEEL PAN HE SCREW FASTENERS 12" O:C. MAX 011 i 4 1/2" OUTSIDE I-IEID DETAIL TRANSOM D07 ft-43/ DOORSCOPE SECURITY SCALE: N.T.S CODE COMPLIANCE A PPROVED IAN 2A 2n3 Ci .Y Of Tuk c 3 -5 /S" 20GA MET STUDS 16" O.G. TYP 20GA MET TRACK 5/5" SHEETRoCK EACH SIDE FINISH AS SCHED TOP AND BOTTOM 3 -5 /S" 20GA METAL TRACKS (2) S" 20GA MET STUDS SEALANT SWIM TRANSOM FRAME AS REQUIRED LINE OF TRIM BEYOND LINE OF TRANSOM BEYOND GLASS AS SCWED A14 -2DT10 PI F JAN 11 2006 PE n rile 6 Utr dr, Donahou Design Group A JOINT VENTURE WITH Partners Architectural Design Group, Inc. 2150 N 107th Street Suite 501 Seattle, Wa 98133 206.363.1960 T 16 0 m z ct 0 r O a N 0 DRAWING CONTENTS: HEAD AND DOOR DETAILS DRAWING NO.: A -13 .. - - - - - - , - // - -- - - - - -- -- - - - - -- - -- - - - - - - -- -. -. _..._.. - -------- ____ S { FURRING CENTERED 6 ii AFF FURRING CENTERED a 1' -5" AFF n / , 0 / < 0 \ \ \ \ \ PROVIDE 2x4 SURFACE MOUNTED FURRING CENTERED 0 I1' -e" AFF PROVIDE 2x4 SURFACE MOUNTED FURRING CENTERED 51 1' -5" Al /i 2 1 1 x z L 2 s / / ,. / / //<=1 ♦ \.J c> \ Iw Im .14 1EA n n // * n / / ) 24 J \ \ y/ „ \ ///// / $ /' ,'/ - \/ --1 ; PURRING CENTERED 6 6' -5" A.FF FURRING CENTERED Q 1' -0" AFF . --.,._ FU RRING CENTERED �0 11 AFF FURRING CENTERED 6 1' -5" AFF PROVIDE: 2x4 SURFACE MOUNTED PURRING CENTERED 6 6' -3" AFF PROVIDE 2x4 SURFACE MOUNTED FURRING CENTERED 9 1' -0" AFF _- �- CENTERED 6 11 1 -9" -- PROVIDE: 2x4 SURFACE MOUNTED FURRING CENTERED 6 IV-S" AF F TERED 6 ' -5" AFF PROVIDE 2x4 SURFACE MOUNTED FURRING CENTERED FURRING CENTERED 6 11 -9 , � AFF PURRING CENTERED 6 T -5" AFF - 1 � , ,2), Lthici , - // 3±ON 33S S { /1 n / , 0 / < 0 \ \ \ \ \ /' /i 2 1 1 x z L 2 s / / ,. / / //<=1 ♦ \.J c> \ Iw Im .14 1EA n n // * n / / ) 24 J \ \ y/ „ \ ///// / $ /' '-- - \/ --1 ; ....•.1 . --.,._ FU RRING CENTERED �0 11 AFF FURRING CENTERED 6 1' -5" AFF ...... _- �- CENTERED 6 11 1 -9" -- PROVIDE: 2x4 SURFACE MOUNTED FURRING CENTERED 6 IV-S" AF F TERED 6 ' -5" AFF PROVIDE 2x4 SURFACE MOUNTED FURRING CENTERED FURRING CENTERED 6 11 -9 , � AFF PURRING CENTERED 6 T -5" AFF , ,2), NEW GLAZING SYSTEM- MATCH COLOR TO ADJACENT , - // 1 /1 { /1 n / , 0 / < 0 \ \ \ \ \ /' /i 2 1 1 x z L 2 s / / ,. / / //<=1 ♦ , ,2), NEW GLAZING SYSTEM- MATCH COLOR TO ADJACENT , - // \ /1 1 /1 n /1 /' /i 2 1 1 // z 2 / / ,. / / //<=1 ✓/ \.J c> \ // * // * / / ) 24 J \ \ y/ „ \ ///// / , ,2), M , - // \ / 1 ' n / / /' /i / / 1 1 // 7 / / ,. / / //<=1 ✓/ \.J c> \ ✓/ \ \\ J \ \ y/ „ \ ///// / $ /' '-- - \/ --1 ; , ,2), M , - \c \ / \ ' \ a / / /' 018/ / / / / -/----- / , ,2), M , - \c \ a / \ ' \ Clp , 7� ' / / // . _.J ' // ' / / // / / , / , ,2), , , - \c \ a / ' ' / Clp , 7� ' / / // , ,2), , , - \c \ , \\ 6, \\ \ , \\ INT. VESTIBULE SCALE: 1/4" = 1' -0" FURRING CENTERED e 11' -9" AFF FURRING CENTERED 6 1' -5" AFF PURRING CENTERED 6' -5" AFF PURRING CENTERED a 1' -0" AFF INTERIOR SALES ELEVATION SCALE: 1/8"= 1' -0" 13' -1 1/4" CX Al2dt8 INTERIOR SALES ELEVATION SCALE: 1/8"= 1' ----0" Al2dt9 MEETING ELEVATION SCALE: 1/4" = 1' -0" 11' -6 5/8" � OFFICE ELEV SCALE: 1/4" = 1' -0" INT, VESTIBULE SCALE: 1 /4" = 1' -0" 1" 'V VA, VIVA AAA 1 A A ABS. 11 MEETING ELEVATION SCALE: 1/4" = 1' -0" OFFICE ELEV SCALE: 1/4" = 1' -0" INT. VESTIBULE SCALE: 1/4" = 1' -0" LINE OF FRAME COUNTERS BY M5I 1 OFFICE ELEV SCALE: 1/4" = 1' -0" MEETING ELEVATION SCALE: 1/4" = 1' -0" INT. VESTIBULE SCALE: 1/4" = 1' -0" 24 FIQRA1 - 0� ROOM ELEVATIONS 1 4 = 1 SCALE: 1/8"= 1' -0" / / / / WALLS TO DECK-- b■ l EXT. VESTIBULE SCALE: 1/4" = 1' -0" INTERIOR SALES ELEVATION SCALE: 1/8"= 1' ---0" INTERIOR SALES ELEVATION MEETING ELEVATION SCALE: 1/4" = 1' -0" Al2dt10 A72dt11 6' NEW GLAZING SYSTEM - MATCH COLOR TO ADJACENT PROVIDE 2x4 SURFACE MOUNTED FURRING CENTERED 6 II' -9" AFP PROVIDE 2x4 SURFACE MOUNTED FURRING CENTERED 0 T -5" AFF PROVIDE 2x4 SURFACE MOUNTED FURRING CENTERED 6 6' -5" AFF PROVIDE 2x4 SURFACE MOUNTED FURRING CENTERED 6 i'-m" AFF 13' -I 1/4" WALLS TO DECK EXT. VESTIBULE SCALE: 1/4" = 1' -0" CASH OFFICE ELEVATIONS SCALE: 1/4"=1'-0" 1 0 s' -3" DYI" L13 v p v A WALLS TO DECK ---- --- EXT. VESTIBULE I SCALE: 1/4" = 1' -0" 4' -0" NOTE: HEIGHT OF STRIPE SHALL BE FIELD VERIFIED WITH MICHAELS CONSTRUCTION PROJECT MANAGER. TH1E STRIPE SHALL HAVE A MINIMUM HEIGHT OF IS" AND A MAXIMUM HEIGHT OF 24 ". CLEAN AND REPAID ALL GALES IN VESTIBULE AREA - TYPICAL. CODE COMP IAN APPROVED City Cf BUILDING "P.II,S CL ,IAN 2 1 2U F JAN 11 2008 r: .r• Eh;"- � % 9 a✓rzN EF, Donahou Design Group A JOINT VENTURE WITH 1 Partners Architectural Design Group, Inc. 2150 N 107th Street Suite 501 Seattle, Wa 98133 206.363.1960 T w 1- ¢ 0 v 6 t w 1-. 0 DRAWING CONTENTS: INTERIOR ELEVATIONS DRAWING NO.: A15 PERMIT SUE5MITTAL PROJECT ARCHITECT: DESORPTION DRAWN BY: I11111II1111I1111I111111111111111111II1I ....•.1 . --.,._ FU RRING CENTERED �0 11 AFF FURRING CENTERED 6 1' -5" AFF ...... _- �- CENTERED 6 11 1 -9" -- PROVIDE: 2x4 SURFACE MOUNTED FURRING CENTERED 6 IV-S" AF F TERED 6 ' -5" AFF PROVIDE 2x4 SURFACE MOUNTED FURRING CENTERED FURRING CENTERED 6 11 -9 , � AFF PURRING CENTERED 6 T -5" AFF - BRING CENTER30 6 T -5" h ....,^..� PROVIDE 2x4 SURFACE MOUNTED FURRING CENTERED 0 6' -5" AFF PROVIDE 2x4 SURFACE MOUNTED FURRING CENTERED 6 1' -0" AFF — =mu ° l�J FURRING CENTERED 0 6' -5" AFF RIBBING CENTERED g 1' -0" AFB "'�`__ FURRING CENTERED 0 6' -5" AFF FURRING CENTERED 0 1' -0" AFF • �- CENTERED ® 6' -5" - S"� ' * .........., --• —� BRING CENTERED 6 1' -0" „' _ 5' -0" 4' -0" 4' -0" 4 - ®" j 4' -0" 4' -0" 5' -0" 4' -0" 4' -0" INT. VESTIBULE SCALE: 1/4" = 1' -0" FURRING CENTERED e 11' -9" AFF FURRING CENTERED 6 1' -5" AFF PURRING CENTERED 6' -5" AFF PURRING CENTERED a 1' -0" AFF INTERIOR SALES ELEVATION SCALE: 1/8"= 1' -0" 13' -1 1/4" CX Al2dt8 INTERIOR SALES ELEVATION SCALE: 1/8"= 1' ----0" Al2dt9 MEETING ELEVATION SCALE: 1/4" = 1' -0" 11' -6 5/8" � OFFICE ELEV SCALE: 1/4" = 1' -0" INT, VESTIBULE SCALE: 1 /4" = 1' -0" 1" 'V VA, VIVA AAA 1 A A ABS. 11 MEETING ELEVATION SCALE: 1/4" = 1' -0" OFFICE ELEV SCALE: 1/4" = 1' -0" INT. VESTIBULE SCALE: 1/4" = 1' -0" LINE OF FRAME COUNTERS BY M5I 1 OFFICE ELEV SCALE: 1/4" = 1' -0" MEETING ELEVATION SCALE: 1/4" = 1' -0" INT. VESTIBULE SCALE: 1/4" = 1' -0" 24 FIQRA1 - 0� ROOM ELEVATIONS 1 4 = 1 SCALE: 1/8"= 1' -0" / / / / WALLS TO DECK-- b■ l EXT. VESTIBULE SCALE: 1/4" = 1' -0" INTERIOR SALES ELEVATION SCALE: 1/8"= 1' ---0" INTERIOR SALES ELEVATION MEETING ELEVATION SCALE: 1/4" = 1' -0" Al2dt10 A72dt11 6' NEW GLAZING SYSTEM - MATCH COLOR TO ADJACENT PROVIDE 2x4 SURFACE MOUNTED FURRING CENTERED 6 II' -9" AFP PROVIDE 2x4 SURFACE MOUNTED FURRING CENTERED 0 T -5" AFF PROVIDE 2x4 SURFACE MOUNTED FURRING CENTERED 6 6' -5" AFF PROVIDE 2x4 SURFACE MOUNTED FURRING CENTERED 6 i'-m" AFF 13' -I 1/4" WALLS TO DECK EXT. VESTIBULE SCALE: 1/4" = 1' -0" CASH OFFICE ELEVATIONS SCALE: 1/4"=1'-0" 1 0 s' -3" DYI" L13 v p v A WALLS TO DECK ---- --- EXT. VESTIBULE I SCALE: 1/4" = 1' -0" 4' -0" NOTE: HEIGHT OF STRIPE SHALL BE FIELD VERIFIED WITH MICHAELS CONSTRUCTION PROJECT MANAGER. TH1E STRIPE SHALL HAVE A MINIMUM HEIGHT OF IS" AND A MAXIMUM HEIGHT OF 24 ". CLEAN AND REPAID ALL GALES IN VESTIBULE AREA - TYPICAL. CODE COMP IAN APPROVED City Cf BUILDING "P.II,S CL ,IAN 2 1 2U F JAN 11 2008 r: .r• Eh;"- � % 9 a✓rzN EF, Donahou Design Group A JOINT VENTURE WITH 1 Partners Architectural Design Group, Inc. 2150 N 107th Street Suite 501 Seattle, Wa 98133 206.363.1960 T w 1- ¢ 0 v 6 t w 1-. 0 DRAWING CONTENTS: INTERIOR ELEVATIONS DRAWING NO.: A15 PERMIT SUE5MITTAL PROJECT ARCHITECT: DESORPTION DRAWN BY: EXISTING CHANGING STATION TO REMAIN I AREI .uiIIP•r \--OPEN TO SALES —\ \ \ \ \ \ \ , / / / , „ � \ \ \ \ \ \ 0 > , / / / -- j / / / / / : . \ \ \ . ■ ■1 \ \ \ \ \ \ 0 , / / / , ■ ■■ ■r= ii I�i■r= . . EXISTING CHANGING STATION TO REMAIN I AREI .uiIIP•r � ■ ■1 I ■II■ ■ ■■ ■r= ii I�i■r= ■ _ i ! `i. ■ ■ 3 - —71 r - -I ■ii ... ■■ iiiirarilltIAIITIIIIIIIM In. .II... . il. 51-1OUlN OBLIQUE SHEETROCK SURFACES MUST BE FREE FROM PEN MARKS AND WRITING, OR CONTRACTOR TO PAINT ENTIRE SURFACE BIRCH PLYWOOD SMOOTH FACE VERIFY LOCATION WIN MICHAELS PR /C PLYWOOD BACKING FOR G /\"/\ A A A / / MUD,TAPE AND SAND SHEETROCK JOINTS ONLY ELECTRICAL PANELS 1REFER TO ELECTRICAL L J 2 YVVVVYYV7I' VIVAV STAGING AREA ELEVATIONS SCALE: 1 /8 " =1 ' ---0" VERIFY LOCATION WIN MICHAELS 1 EXPANDED MESH 10' -0" AFF 2x4 STUD e5' -6 "AFF 2x4 STUD e 1' -6" AFF MUD,TAPE AND SAND SI4EETROCK JOINTS ONLY N N PROVIDE CORNER GUARDS\ FRAMING ROOM ELEVATIONS SCALE: 1 /4 "= 1'--0" SHEETROCK SURFACES MUST BE FREE FROM PEN NARKS AND WRITING, OR CONTRACTOR TO PAINT ENTIRE SURFACE SHOWN OBLIQUE 1 2x4 STUD 6 5 1 - 6 "AFF & e 1 AFF 2x4 STUD 1 , EXPANDED MESH 10' -0" Alf 51= EETROCK SURFACES MUST BE FREE FROM PEN MARKS AND WRITING, OR CONTRACTOR TO PAINT ENTIRE SURFACE VERIFY LOCATION WITH MICHAELS MUD,TAPE AND SAND SHEETROCK JOINTS ONLY 2x4 STUD tt 5' -6" AFF 2x4 STUD e �� AFF /VERIFY LOCAT ON I 6 WITH MICHAELS 1 VERIFY LOCATION WITH MICHAELS L 22 1 1 1 VERIFY LOCATION i / - WIN MICHAELS MUD,TAPE AND SAND SWEETROCK JOINTS ONLY 2x4 STUD 6 5 -6 AFF 2x4 STUD e1' -6 "AFF i SHEETROCK SURFACES MUST BE FREE FROM PEN MARKS AND WRITING, OR CONTRACTOR TO PAINT ENTIRE SURFACE SHEETROCK SURFACES MUST BE FREE FROM PEN MARKS AND WRITING, OR CONTRACTOR TO PAINT ENTIRE SURFACE PHONE BOARD REFER TO ELECTRICAL I/■■ ■■■ ■■■■ ■ ■■ ■■ 'r�7■■■■ ■�' ■ ■� ■ ■■ ■ REFLACE FAUC> =T5 ■w IL ■ IU ■1 ' ■ ■I ■■ ■ ■ ■ ■■ ■ ■■M ■ ■L E■ ■■■ ■I CaMil Il. 11 l. ■■■■■ ■ ■■■■■■■■■ �I■ in= �� ■ - - - 1a■■■■ L I ■��Ir■■I ■� ■ .I5......111..1M11 . \� PROVIDE AND INSTALL NEW VERTICAL GRAB BAR EXISTING WASTE RECEPTACLE AND PAPER TOWEL DISPENSER TO REMAIN RESTROOM ELEVATIONS SCALE: 1 /4 " =1 '-0" INSTALL ANT MISSING DRAIN HC WRAPS LEBEINEEMEHILMEN IL . NENNENNENNENNENE. 'Er smin .... ... . 1 . ., romr 16.1 mom r e ••• •••11 • 1 , l _ ••••••• • 1. • or REPAIR AND CLEAN UP EXISTING CABINETS. PROVIDE NEW HARDWARE PULLS AND BACKSPLASH. BREAK ROOM ELEVATIONS SCALE: 1 /4 " =1 ' —0" CORRIDOR ELEVATIONS SCALE: 1 /4 " =1 ' —0" ■ ■■ ■■■■■ ■•■ •■■■11■■■ ■ ■II■ ■■■■■■ ■I ■■ ■■■ ■■■■■ ■■■■■ ■■ ■ ■■ ■ ■■■■■ 1I1 ■ ■ ■ ■■ ■ ■ ■ ■I a ■ ■ ■■ ■■ ■I I11u■ ■■■ I■►�►�1■■ I■■u�■ i■■■ ■■ti ■■ ■ ■ ■I ■ ■ ■■■■■■1 I■ ■ ■ ■ ■■I■■ •■■■ ■il■ ■ ■ ■ ■ ■ ■ ■I mCi .....................I INSTALL ANY MISSING DRAIN HC WRAPS FRP TO CEILING. CUT VERTICAL SPLINES AT TOP AND BOTTOM FRP MOLDINGS. DO NOT OVERLAP MOLDINGS. EXISTING CHANGING STATION TO REMAIN EXISTING WASTE RECEPTACLE AND PAPER TOWEL DISPENSER TO REMAIN PROVIDE BLOCKING FOR NEW VERTICAL GRAB SAR - ACCESS FROM SALES ROOM SIDE TO PRESERVE TILE 1■■■■■■11= ■'a ■ ■i■ 1■■■ ■ ■■�11■ ■■� ■■■■■ 1 ■ ■ ■■■ ■11 21■ i■ ■■ ■ ■ RII■R 1 � 1■■■■ !AI■ O ■�■ l....._• • .r`i NOTES: 1. CLEAN AND CERAMIC WALLS AND TOUCH UP GROUT JOINTS AND SEAL REPLACE ANY BROKEN TILES TYP ALL BATHROOM WALLS. 2. CLEAN ALL MIRRORS. 3. ALL BATHROOM COUNTERTOPS - REPAIR AN DRECONDITION AS REQUIRED. REPLACE ALL FAUCETS. 4. REPAIR EXISTING PARTITIONS AND PARTITION HARDWARE AS REQUIRED. --131 PROVIDE BLOCKING FOR NEW VERTICAL GRAB BAR - ACCESS FROM SALES ROOM SIDE TO PRESERVE TILE JANITOR'S CLOSET ELEVATIONS SCALE: 1 /4 " =1 '-0" J REVIEWED EF:3R 1 CODE COMPLIANCE APPROVED SAN 2 '1 2 0 3 City Of Tukvii!3 BURL sNG r ,Y ^:;�� . JAN 11 2008 PEh i U N d 1= Donahou Design Group A JOINT VENTURE WITH 1 Partners Architectural Design Group, Inc. 2150 N 107th Street Suite 501 Seattle, Wa 98133 206.363.1960 T w 1 - 0 6 ry 1u 0 W r a N O 0 DRAWING CONTENTS: INTERIOR ELEVATIONS DRAWING NO.: A15.1 i; � CONTINUOUS I -1/4" x I -1/4" WOOD MOLDING 3/4" MDF BOARD SHELVING Ix4 CONTINUOUS WOOD BLOCKING NO. 2 DOUGLAS FIR OR BETTER SECURE W/ TOGGLE BOLTS e 32" O.C. 3/8" A/C PLYWOOD BACK 3/4" MDF BOARD DIVIDERS (MAX 36" O.C.) CONTINUOUS 3/4" QUARTER ROUND WOOD TRIM 3" ELECTRICAL ACCESS HOLE W/ GROMMET REFERENCE ENLARGED FOR LOCATION FRAME ROOM WALL ELEVATION 4)(2) LAYERS OF 3/4" PLYWOOD OAK TRIM W/ 3/4" RADIUS 2x4 CONTINUOUS WOOD BLOCKING NO. 2 DOUGLAS FIR OR BETTER SECURE W/ TOGGLE BOLTS a 32" O.C. 1' (2) LAYER of - EDIATE SUPP 3/4" PLYWOOD GAP INTERMEDIATE SUPPORT 2" OFF WALL FOR POWER CHORDS PROVIDE 1 /S" GAP BETWEEN EACH PEG BOARD (TYYP) SCALE: 1/2" = 11 -0" A140710 SCALE: 1" = 1 -0" I1 -0 11 l' - W 1 N 1 1 1 1 ti w w w w w w ww w w w w w w� o ww w w w w w w w w w ww w w w ON ALL EXPOSED SURFACES a \ \ \ I \ \ \\ \ a� \ \ \ h° OFFICE COUNTER SECTION 1 TYP MAX-0" TYP MAX LINE OP CEILING 9' -0" AP BOTTOM OF SNELVIN 5' -6" AFF A140T12 3/4" MDF BOARD SHELVING Ix4 CONTINUOUS WOOD BLOCKING No 2 DOUGLAS FIR OR BETTER SEGUE W/ TOGGLE BOLTS e 32" O.C. CONTINUOUS 3/4" QUARTER ROUND WOOD TRIM 3/8" A/C PLYWOOD BACK 3/4" MDF BOARD DIVIDERS (MAX 36" 3" ELECTRICAL ACCESS HOLE W/ GROMMET REFERENCE ENLARGED FOR LOCATION (2) LAYERS OF 3/4" PLYWOOD OAK TRIM W/ 3/4" RADIUS 2x4 CONTINUOUS WOOD BLOCKI NO. 2 DOUGLAS FIR OR BETTER SECURE W/ TOGGLE BOLTS e 32" O.C. (2) LAYERS OF 3/4" PLYWOOD ti 1' -0" W 1 U 1 ON ALL EXPOSED SURFACES ii iiiiii r ri r aiii/ 21 -6" FULL END SUPPORT L INE OF CEILING 9' -0" APP OFFICE COUNTER SECTION SCALE: 1" = 1 BOTTOM OF 51- IELVIN 5' -6" AFF A140T13 1x2 CONTINUOUS WOOD BLOCKING e TOP, MIDDLE, BOTTOM AND/OR SIDES AS REQUIRED BY SITE CONDITIONS LEAVE 1/8" GAP BETWEEN EACH PEG BOARD PANEL TYP GUM SCREWS AND COUNTERSUNK, BEVELED FINISH WASHERS a 2' -0" O.C. MAX CONTINUOUS 1 -1/4" x I -1/4" WOOD MOLDING~ SECURED TO WOOD BLOCKING Ix4 CONTINUOUS WOOD BLOCKING NO. 2 DOUGLAS FIR OR BETTER SECURE W/ TOGGLE BOLTS W 32" O.C. PEG 1504 7 DETAIL SCALE: 6" = 1' -0" 3/4" MDF BOARD SHELVING 3/8" A/C PLYWOOD BACK 3/4" MDF BOARD DIVIDERS (MAX 36" O.C.) CONTINUOUS 3/4" QUARTER ROUND 4 p WOOD TRIM 3" ELECTRICAL ACCESS HOLE W/ GROMMET REFERENCE ENLARGED FOR LOCATION (2) LAYERS OF 3/4" PLYWOOD OAK TRIM W/ 3/4" RADIUS 2x4 CONTINUOUS WOOD BLOCKING NO. 2 DOUGLAS FIR OR BETTER SECURE W/ TOGGLE BOLTS ' 32" OTC. GAP INTERMEDIATE SUPPORT 2" OFF WALL FOR POWER CHORDS 4 (4) (2) LAYERS OF 3/4" PLYWOOD SCALE: 1" = 1 -0" 5/8" SHEET ROCK 1' - ® en. 1' -0" 1 1 1 w w w w w w w ww ww w w w w w w w w wtiti w w w w� r w w w� ►w' +� ON ALL EXPOSED SURFAC \\\\\\\\\\\\\\ \\\\ \ \\\\\\ \ \\\\\\\\\\\\\\\\\ a\\\\\\:.\\\\i 1' -0 NTEird^1EDIA SUPPORT CASH COUNTER SECTION 11 LINE OF CEILING 9' -0" Alm BOTTOM OF MOLD INK 5' -0" AFF A140T11 LINE OP CEILING 91 - 011 AP BOTTOM OF SHELVIN 5'4," App A14DT13 3/4" MDF BOARD SHELVING 1x4 CONTINUOUS WOOD BLOCKING NO.2 DOUGLAS FIR OR BETTER SECURE I)/ TOGGLE BOLTS ,s 32" O.C. 3/8" A/C PLYWOOD BACK 3/4" MDF BOARD DIVIDERS. (MAX 36" O.C.) CONTINUOUS 3/4" QUARTER ROUND WOOD TRIM 3" ELECTRICAL ACCESS HOLE W/ GROMMET REFERENCE ENLARGED FOR LOCATION (2) LAYERS OF 3/4" PLYWOOD OAK TRIM W/ 3/4" RADIUS 2x4 CONTINUOUS WOOD BLOCKING NO.2 DOUGLAS FIR OR BETTER SECURE W/ TOGGLE BOLTS 32" O.C. (2) LAYERS OF 3/4" PLYWOOD ON ALL EXPOSED SURFACES 2' -0" 1 1 1 1 www ww w w� w w w ww c w t ww w w w w w w w w ti w w w w w w w w � y .% i ri i i i i i rr i i i i i i i i ri i t it i i i rr i i i i i i i r r i r r i, s% ii i i i i � i i i i i PULL END SUPPORT MILLWORK AND CLASSROO VI CABINETRY SECTIONS SHOWN FOR REFERENCE ONLY. PRE FINISHED CABINETRY AND MILLWORK SHOWN FROM REQUIRED VENDOR LINE OP CEILING 9' -0" AFF CASH COUNTER SECTION SCALE: 1" = 1 -0" BOTTOM OF SNELVIN 5' -6" AFP A140T13 COUNTER DETAIL SCALE: 3" = 1 -0" r ' PAINTERS CAUL ti / /� 1 / 1 1 in SCALE: 1" = 1 -0" PLASTIC LAMINATED TOP AS SPECIFIED ALIGN PLASTIC LAMINATE FLUSH{ W/ TOP OF OAK TRIM EDGE OF PLASTIC LAMINATE OAK TRIM FINISH WITH 1 COAT OF CLEAR POLYURETHANE 2 LAYERS 3/4" PLYWOOD COUNTER TOP, TYPICAL. 3/4" RADIUS OR BULLNOSE A160T12 A160T17 PRE FINISHED CABINETRY FROM REQUIRED VENDOR WAINSCOT SECTIONS Do1.45 COUNTERSINK AND COLOIR PUTTY SCREW HEADS. �8 I" PHILLIPS FLAT HEAD SCREW PRE -DRILL HOLE SELECT WHITE MAPLE MOLDING CODE COMPLIANCE APP 1 :7) JAN 11 p- 2008 p p eklly� 9 CE� TEl e Donahou Design Group A JOINT VENTURE WITH m IL. 1 m CI 7 Partners 1- N m 61 Architectural Design Group, Inc. 2150 N 107th Street Suite 501 Seattle, Wa 98133 206.363.1960 T V m Z 0 w 1-- N 0 O 0 DRAWING CONTENTS: MILLWORK DETAILS DRAWING NO.: A -16 i i D I SF'L AWOL L ELEVATION SCALE: N.T.S, Al 613116 METAL STUDS AS SCHEDULED INSULATION AS SCHEDULED Top OF ACCENT BAND 14' -O" AFP TOP OF SLATWALL 12' -0" AFF PRiEPA1E WALLS a— D I5PL4UJ4LL SCREW LAYOUT SCALE: 1 -1/2" = 1' -0" INSTALLATION INSTRUCTIONS FOR PISPLAJJ.. INSTRUCTIONS STATEMENTS EXPRESSED BELOW ARE THE RECOMMENDATION BY MARLITE BRAND PRODUCTS FOR APPLICATION UNDER NORMAL CONDITIONS OF INSTALLATION. THE RECOMMENDATIONS PROVIDED ARE THE BEST JUDGMENTS BASED ON EXPERIENCE WITH NORMAL APPLICATIONS. UNLESS PRIOR APPROVAL IS OBTAINED IN WRITING ANY DEvIAtIONS FROM THESE RECOMMENDED PROCEDURES SHALL BE AT THE SOLE RISK OF THE INSTALLERS. DISPLAWALL IS A WOOD BASED PRODUCT, IT IS SUSCEPTIBLE TO EXPANSION AND CONTRACTION WHEN EXPOSED TO ENVIRONMENTAL EXTREMES. COOLS: ORDINARY CARPENTER TOOLS, POWER SCREW DRIVER OR PHILLIPS HEAD SCREW DRIVER, LEVEL, CHALK LINE, FINE TOO1H SAW, POWER DRILL, 5/32" TWIST DRILL BIT, AND MARLITE DISPLAWALL SCREWS O4I5 "FROSTY WHITE ". PRELIMINARY STEPS STORE PANELS IN DRY ENVIRONMENT. OPEN CARTONS AND INSPECT ALL PANELS CAREFULLY. DUE TO TEXTURE AND MANUFACTURING TECHNIQUES, SOME PANELS MAY VARY IN COLOR, CONSISTENCY AND PATTERN. IF MATERIAL IS FOUND TO BE DEFECTIVE, NOTIFY THE MARLITE SERVICE CENTER NEAREST YOU AT ONCE. FAILURE TO DO SO SHALL BE AT TI4E SOLE RISK OF THE INSTALLER BEFORE INSTALLATION, ARRANGE THE PANELS ON EACH WALL TO ACHIEVE THE BEST COMBINATION OF COLOR AND PATTERN AND MAKE SURE THE END PANELS AI RE OF EQUAL WIDTH FOR A BALANCED APPEARANCE. THE PANELS SHOULD BE ALLOWED TO EQUALIZE TO THE MOISTURE IN THE ROOM PRIOR TO INSTALLATION. THIS IS ACCOMPLISHED BY STANDING PANELS SEPARATELY AROUND THE ROOM IN WHICH THEY WILL BE INSTALLED FOR AT LEAST 48 HOURS BEFORE APPLICATION. STRUCTURAL WALLS SHOULD BE FINISHED WITH BUILDING COMPLETELY CLOSED. ALL TYPES OF WALLS SHOULD BE THOROUGHLY DRY BEFORE PANELS ARE APPLIED. BE SURE THE WALLS TO WHICH DISPLAWALL IS TO BE ATTACHED ARE SOLID AND TRUE. IF NECESSARY, USE VERTICAL FURRING STRIPS WITH SHIMS t0 INSURE A STRAIGHT AND EVEN WALL. SUPPORTING WALLS MUST BE CAPABLE OF SUPPORTING DISPLAY WALL AND SUBSEQUENT DISPLAWALL HANGING LOADS. MASONRY WALLS (INCLUDING ALL EXTERIOR MASONRY, CONCRETE BLOCK, CINDER BLOCK, ETC) MUST BE THOROUGHLY DRY AND WATERPROOFED INSIDE AND OUT BEFORE PANEL APPLICATION. NEVER INSTALL PANELS DIRECTLY TO ANY MASONRY WALL, EXTERIOR OR OTHERWISE. FOR MASONRY INSTALLATIONS, INSTALL FURRING STRIPS AND A CONTINUOUS VAPOR BARRIER PRIOR To INSTALLING DISPLAWALL DISPLAWALL MAY BE APPLIED TO OLD WALLS WHICH ARE SOLID AND STRAIGHT. REMOVE ANY HIGH SPOTS, LEVEL LOW SPOTS WITH PATCHING PLASTER OR SCRAPS OF WOOD. BACKS OF PANELS AND WALL MUST BE FREE FROM DIRT, DUST AND GREASE BEFORE INSTALLATION. REMOVE SCALING PAINT AND WALLPAPER. WIPE WALLS WITH A CLEAN DRY CLOTH t0 REMOVE CONSTRUCTION DUST AND ANY LOOSE DIRT. PROTECT EXISTING SURFACES WITH DROP CLOTH AND PADS. OUTSIDE CORNER FLOOR CoNDITIoN DISPLAY UJALL DETAILS SCALE: N.T.S. EQ. EQ. STUD SPACING 1 --1ORI ZONTAL 5/8" GYP BOARD RUBBER BASE A16DT1 A16DT16 Cal BALANCED LAYOUT MEASURE WALLS TO BE FINISHED AND LOCATE THE CENTER OF EACH. PRE -PLAN A BALANCED PANEL LAYOUT BY LAYING PANELS OUT FROM THE CENTER OF EACH WALL TO THE CORNERS. GUTTING PANELS IF A PORTABLE POWER SAW 15 USED, DO ALL LAYOUT AND CUTTING FROM THE BACK OF THE PANEL TO AVOID CHIPPING THE SURFACE. IF A TABLE SAW IS USED, DO LAYOUT AND CUTTING ON THE FRONT SURFACE. INSTALLATIONS STEP WITH CHALK LINE, STRIKE A LEVEL LINE THE HEIGHT OF A PANEL ACROSS THE LENGTH OF THE INSTALLATION. ALL PANEL EDGES MUST BE ALIGNED EXACTLY WITH THIS LINE FOR PROPER RESULTS. 2. IF COVERING AN ENTIRE WALL, START THE INSTALLATION FROM ONE OF THE CORNERS AND WORK PROGRESSIVELY FROM ONE WALL to THE OTHER. 3. ESTABLISH A PLUMB LINE LOCATED AT THE FIRST VERTICAL JOINT THE DESIRED DISTANCE FROM THE CORNER. IF IT IS NECESSARY TO TRIM THE END OF THE PANEL, TRIM 114E END THAT WILL BE IN THE CORNER OF NE WALL. 4. CAREFULLY MEASURE THE LOCATION OF CUTOUTS, SUCH AS ELECTRICAL OUTLETS AND WINDOWS. MAKE THESE CUTOUTS PRIOR TO INSTALLING THE PANELS. 5. PANELS ARE INSTALLED WITH SELF - DRILLING 0 8 TRUSS HEAD DRYWALL SCREWS_ PRE- DRILLING IS Not REQUIRED IF THE SCREWS ARE DRIVEN FLUSH WITH THE FACE OF THE PANEL WITH A HAMMER A SCREW GUN WILL BE NECESSARY TO COMPLETELY DRIVE THE SCREW TO THE BOTTOM OF THE GROOVE. USE OF A HIGH -LOW COMPOSITION BOARD SCREW IS RECOMMENDED FOR APPLICATION TO METAL STUDS. MOUNTING SCREWS SHOULD BE POSITIONED AND DRIVEN CAREFULLY TO AVOID DAMAGING THE PANEL FACE. FOR MAXIMUM HARDWARE FLEXIBILITY, MAKE CERTAIN TIE SCREWS ARE DRIVEN FLUSH WITH THE SURFACE OF THE MACHINED SLOT. GROOVE EDGE WILL PROTRUDE IF THE SCREWS ARE DRIVEN TOO DEEP. TOGGLE BOLLS MAY BE USED WITH HOLLOW WALL SITUATIONS WHERE STUDS ARE UNAVAILABLE. IT IS RECOMMENDED THAT MARLITE BRAND CONSTRUCTION ADHESIVE OR EQUIVALENT, BE APPLIED TO THE PANEL BEFORE MOUNTING. S. SE SURE THE PANELS ARE ALIGNED WITH THE CHALK LINE AND CHECK THAT THE PANEL IS LEVEL. INSTALL A MINIMUM OF ONE SCREW EVERY THIRD SLOT ON THE STUD OR FURRING STRIP CENTERLINE, A MAXIMUM 24" ON CENTER. ADJOINING PANELS MAY BE BUTTONED ON THE VERTICAL JOINT, BEING CAREFUL TO ALIGN NE HORIZONTAL SLOTS. cAp CONDITION SILL CONDITION MARLITE DISPLAWALL SCREWS 0 415 "FROSTY WHITE" STOREFRONT SYSTEM WOOD TRIM 5 /s" GYP BOARD W-1EAD COND iTION UJINDOUJ CONDITION 1. WHEN PANELS ARE STACKED TO A HEIGHT GREATER THAN FOUR FEET, BE SURE TO START BY ATTACHING THE BOTTOM PANEL FIRST. EACH PANEL HAS A PROJECTING TIP ALONG THE BACK EDGE TO PROVIDE PROPER SPACING OF THE SLOTS WI-EN SHEETS ARE STACKED EDGE To EDGE. NOTE THE DIRECTION OF THIS PROJECTING LIP AND MAKE SURE ALL PANELS ARE INSTALLED IN THE SAME DIRECTION. QUESTIONS? ANY QUESTIONS ABOUT THE PRODUCT OR INSTALLATION, CALL 330 - 343 -ee41. ASK FOR MARKETING DEPARTMENT AND MENTION YOUR INQUIRY IS REGUARDING THE DISPLAWALL PRODUCT. THERE IS NO "RIGHT OR WRONG" WAY, BUT YOU MUST BE CONSISTENT. CARE MUST BE TAKEN t0 SECURE THE HORIZONTAL JOINT. START THE SCREW PATTERN WITH THE PROJECTING LIP. WHERE THE FLUSH LIP IS POSITIONED DOWNWARD, MARLITE BRAND PANEL ADHESIVE MUST BE APPLIED TO THE HORIZONTAL JOINT BEFORE MOUNTING. INSTALLATION STEPS FOR MOLDNG DO NOT ORDER PLASTIC OR WOOD MOLDING FROM MARLITE. USE LOCAL VENDOR. CUT STANDARD LENGTH MOLDING TO CORRECT FIELD LENGTH. DRY FIT FOR POSITION. MOLDINGS FIT TOGETHER BY CONVENTIONAL METHODS SUCH AS MITERING. APPLY HIGH QUALITY CONSTRUCTION ADHESIVE TO MOLDING AND INSTALL. USE 0 4 PENNY FINISHING NAILS TO HOLD MOLDING IN PLACE UNTIL ADHESIVE CURES. PRE -DRILL ALL HOLES. 11 IS RECOMMENDED THAT ALL NAIL HOLES SE FILLED WITH COLOR MATCHED PUTTY ONCE MOLDING IS IN PLAGE. INSIDE CORNER HEAD CONDITION A 1) LINE of CEILING 01 INSTALL PER MANUF. RECOMMENDATIONS FRP ELEVATION SCALE: 1/4" = 1' -0" vERtICAL SPLINE TO END AT TOP TRIM DETAIL le FRP SCALE: N.T.S. I TOP J -MOLD LINE OF CEILING STOP VERTICAL SPLINE AT TOP TRIM, NO GAPS 0 I® 2" STAINLESS STEEL PAN HEAD SCREW 32" 0.0. FULL BED ADHESIVE VERTICAL SPLINE FRP PANEL 5/8" GYP BOARD FULL BED ADHESIVE 5/8" GYP BOARD FRP PANEL VERTICAL SPLINE STOP VERTICAL SPLINE AT BASE TRIM, NO GAPS CLEAR SEALANT RUBBER BASE .. FRP PANEL t0 FLOOR CODE COMPLIANCE AP VERTICAL SPLINE TO END AT RUBBER BASE OW bJT • � °3 Of •T g`qe g 1 y N€": 1 'T t^ 1 JAN 11 2008 I'M1m LLN$ER Donahou Design Group A JOINT VENTURE WITH 1 Partners Architectural Design Group, Inca 2150 N 107th Street Suite 501 Seattle, Wa 98133 206.363.1960 T 2 67 tu 111 z w ❑ DRAWING CONTENTS: WALL FINISH DETAILS DRAWING NO.: A -16.1 1 L W W D 0 FIRE SERVICE SITE PLAN SCALE: 1" = 500' 12" D.I. EXISTING 10" D.I. 600' -O" MIN CL .R BLVD. EXISTING P.I.V. EXISTING 10" FIRE PROTECTION BACKFLOW PREVENTER 10" FIRE PROTECTION LEAD -IN SOUTH 180th STREET NOMINAL SIZE PIPE DIMENSION TABLES REFER TO HYDRAULIC CALCULATIONS FOR PIPE TYPE SCHEDULE 40 INSIDE DIAMETER SCHEDULE 10 INSIDE DIAMETER SHEET NUMBER SHEET NAME SHEET INDEX FP1 FP2 FP3 Z F.D.C. DOWNTURN FIRE SERVICE SITE PLAN FIRE SPRINKLER PIPING PLAN FIRE PROTECTION DETAILS 12" D .t. 1 1 1/4" 1 1/2" 2" 2 1/2" 3" 4" 6" 8 1.049" 1.380" 1.610" 2.067" 2.635" 3.260" 4.260" 6.357" 8.249" DLX7-43/ GENERAL UNDERGROUND NOTES 1. ALL INSTALLATION AND MATERIAL TO BE PER LATEST EDITION OF NFPA 24. 2. ALL PIPING AND ATTACHED APPURTENANCES SUBJECTED TO SYSTEM WORKING PRESSURE SHALL BE HYDROSTATICALLY TESTED AT 200 PSI OR 50 PSI IN EXCESS OF THE SYSTEM WORKING PRESSURE, WHICHEVER IS GREATER, AND SHALL MAINTAIN THAT PRESSURE WITHOUT LOSS FOR (3) HOURS. 3. ALL UNDERGROUND PIPE TO BE FLUSHED PRIOR TO CONNECTION TO OVERHEAD SPRINKLER PIPING_ IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT FLUSHING OF THE UNDERGROUND PIPING HAS OCCURRED PRIOR TO CONNECTION. 4. PROVIDE CONCRETE THRUST BLOCKING, AND THRUST RODS AS REQD. 5. PIPE UNDER FOOTINGS TO BE DUCTILE IRON. 6. FIRE SPRINKLER CONTRACTOR START POINT TO BE AT 5' -0" OUTSIDE BUILDING EXTERIOR WALL. 7. ALL UNDERGROUND PIPING MUST BE INSTALLED BY A CONTRACTOR REGISTERED WITH THE AUTHORITY HAVING JURISDICTION. ALL TESTING MUST BE COMPLETED IN ACCORDANCE WITH NFPA 13 AND NFPA 24. ALL COMPLETED REPORTS MUST BE SUBMITTED TO THE AUTHORITY HAVING JURISDICTION. 8. ALL UNDERGROUND IS SHOWN FOR HYDRAULIC REFERENCE ONLY. 9. SEE CIVIL DRAWINGS FOR ACTUAL PIPE SIZES, TYPES, AND LOCATIONS. 10. ALL FIRE HYDRANTS SHALL BE EITHER CURB OR BOLLARD PROTECTED. FDC NOTES 1. THE FIRE DEPARTMENT CONNECTION SHALL BE ADJACENT TO THE RISER ROOM IN AN ACCESSIBLE LOCATION. 2. THE FIRE DEPARTMENT CONNECTION SHALL BE INSTALLED AT A MIN OF 30" AND A MAX OF 42" ABOVE THE SURROUNDING GRADE. 3. THE FIRE DEPARTMENT CONNECTIONS SHALL MINIMALLY CONSIST OF 5" STORZ CONNECTION INSTALLED ON A 30 DEGREE DOWNTURN. 4 THE SUPPLY LINE FROM THE FIRE DEPARTMENT CONNECTION TO THE RISER MANIFOLD SHALL BE A MIN OF 6" IN DIA PIPE. 5. PROVIDE A FIRE HYDRANT WITHIN 150' --0" OF THE FIRE DEPARTMENT CONNECTION. 6. PROVIDE AN ELECTRIC BELL ON EXTERIOR WALL ABOVE THE FIRE DEPARTMENT CONNECTION. 7. THE DEVICE SHALL ACTIVATE ON WATERFLOW ONLY. 8. PROVIDE SIGNAGE AT FIRE DEPARTMENT CONNECTION PER REQUIREMENT OF NFPA 13. WATER SUPPLY INFORMATION STATIC: RESIDUAL: INFORMATION DERIVED FROM WATER REPORT SUPPLIED BY: TVA -FIRE & LIFE SAFETY, INC. 8/12/07 EFFECTIVE POINT OF WATER SUPPLY INFORMATION IS: GAUGED HYDRANT ( #165d) SOUTHSUDE OF MUNKLER, ADJACENT TO THE SITE. DATE OF TEST: 8/12/07 © 7: 45 AM FLOW TEST ELEVATION: LEVEL TO FINISHED FLOOR BUILDING PAD ELEVATION: WATER SUPPLY INFORMATION IS FURTHER REDUCED PER THE FOLLOWING: * 15 PSI SAFETY FACTOR FOR STANDARDS WATER SUPPLY TO BE USED FOR DESIGN AT EFFECTIVE POINT: STATIC: RESIDUAL: 150 PSI 130 PSI AT 2906 GPM JURISDICTIONAL FIRE SPRINKLER 135 PSI 115 PSI AT 2906 GPM GENERAL NOTES 1. THE DESIGN SHOWN ON THESE CONTRACT DOCUMENTS HAVE BEEN PREPARED FOR APPROVAL BY AUTHORITY HAVING JURISDICTION AND TO PROVIDE GUIDANCE FOR BIDDING. SUBMIT COMPLETE FIRE SPRINKLER SHOP DRAWINGS AS REQUIRED BY SPECIFICATIONS SECTION 01330. BASE DESIGN UPON THESE DRAWINGS AND AS REQUIRED BY THE SPECIFICATIONS. SHOP DRAWINGS SHALL INCLUDE ELEVATIONS, HANGER LOCATIONS, PIPE LENGTHS, DIMENSIONS, FABRICATIONS METHODS, MATERIAL DATA, AND ADDITIONAL INFO NECESSARY TO CLARIFY THE INTENT OF INSTALLATION. CONTRACTOR SHALL PROVIDE PIPE SIZE, SPRINKLER SPACING, AND SYSTEM CONFIGURATION AS SHOWN. ALTERNATES MUST BE APPROVED IN WRITING BY FIRE PROTECTION ENGINEER OF RECORD DOCUMENTS PRIOR TO BID. 2. COORDINATE LOCATIONS OF FIRE PROTECTION COMPONENTS, INCLUDING PIPING, ALARMS, DRAINS, TEST POINTS, ETC. WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS. OBSTRUCTION TO SPRINKLER DISCHARGE MUST BE CONSIDERED DURING SHOP DRAWING PRODUCTION AND INSTALLATION; ADDITIONAL SPRINKLERS MAY BE REQUIRED AT NO ADDITIONAL COST TO OWNER. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 3. SUBMIT A REQUEST FOR INFO FOR QUESTIONS REGARDING THE FIRE PROTECTION DOCUMENTS. 4. NEUTRALIZATION WALLS ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. REFER TO MECHANICAL DRAWINGS FOR NEUTRALIZATION WALL PENETRATION DETAIL. 5. ROUTE SPRINKLER BRANCH LINES AND MAIN PIPING ABOVE BOTTOM CHORD OF JOIST 6. SPRINKLER SYSTEMS SHALL BE MONITORED BY AN OFF SITE CENTRAL STATION INCLUDING TAMPER SWITCHES ON ALL CONTROL VALVES, SYSTEM WATER FLOW INDICATORS. 7. PENETRATIONS OF "RATED ASSEMBLIES" SHALL BE FIRE STOPPED WITH AN APPROVED MATERIAL PER METHODS REQD BY THE AUTHORITY HAVING JURISDICTION. 8. THE FIRE PROTECTION ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE CONST WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL THEY BE REQD TO SUPERVISE THE CONDUCT OF THE WORK, THE CONST PROCEDURES FOLLOWED BY THE CONTRACTOR, SUBCONTRACTORS, THEIR RESPECTIVE EMPLOYEES OR ANY OTHER PERSON AT THE JOB SITE OTHER THAN THAT OF THE ENGINEERING FIRM'S EMPLOYEES. 9. SPRINKLER PROTECTION IS REQUIRED IN THE ELECTRICAL ROOM - NO MAIN PIPING TO PENETRATE THE ELECTRICAL ROOM. BRANCH LINE PIPING SHALL NOT BE ROUTED OVER PANEL BOARD LOCATIONS. 10. CONTRACTOR MUST REVIEW ALL CONSTRUCTION DOCUMENTS PRIOR TO BID. SHOULD MODIFICATIONS TO THESE PLANS BECOME NECESSARY TO PROPERLY COORDINATE THE SYSTEM WITH ALL OTHER TRADES, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL OF THE CHANGES FROM BOTH THE AUTHORITY HAVING JURISDICTION AND THE OWNER'S REVIEWING CONSULTANT IN ADDITION TO OBTAINING THE NECESSARY APPROVALS, THE CONTRACTOR MUST MAKE NOTE OF ANY FIELD OR COORDINATION CHANGES ON THE INSTALLATION DRAWINGS, AND THEN MUST PROVIDE A SET OF AS -BUILT DRAWINGS ONCE COMPLETE. 11. HOSE CONNECTIONS WILL BE REQUIRED AND SHALL CONSIST OF A 24" VALVE (N ST) SUPPLIED FROM THE ADJACENT SPRINKLER SYSTEM. THE HOSE VALVES SHOULD BE LOCATED AT EXTERIOR DOORS ALONG THE EXTERIOR WALLS BORDERING THE HIGH -RACK STORAGE AREAS APPROXIMATELY EVERY 130FT. HOSE PACKS WILL NOT BE REQUIRED. CONTRACTOR MUST VERIFY ALL HOSE VALVES AND DRAIN LOCATIONS AT EXTERIOR WALLS WITH SAM'S CLUB OR WAL -MART PROJECT MANAGER PRIOR TO INSTALLATION. 12. THE CONTRACTOR SHALL BE RESPONSIBLE TO DIVERT ALL DRAIN DISCHARGE AWAY FROM FINISHED SURFACES TO AN APPROPRIATE DRAIN LOCATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING, REPLACEMENT OR REPAIR OF DAMAGE AND /OR STAINING CAUSED BY WATER DISCHARGE FROM THE SYSTEM DRAINS AND INSPECTOR'S TEST CONNECTIONS. 13. DESIGN CRITERIA FOR GENERAL SALES / STORAGE / BACKSTORAGE TO BE 8 (SPRINKLER) © 16 PSI, WITH 250 GPM HOSE ALLOWANCE PLUS TWO ADDITIONAL HEADS UNDER OBSTRICTIONS A. THE MINIMUM CLEARANCE SHALL BE MAINTAINED FROM THE TOP OF THE STORAGE AND THE SPRINKLER DEFLECTOR PER THE MATERIAL DATA SHEET. B. THE SPACING OF THE SPRINKLER HEAD WITH RESPECT TO OBSTRUCTIONS MUST BE BASED ON THE PROVISIONS OF NFPA 13 FOR AN EXTENDED COVERAGE SPRINKLER. C. THE MAXIMUM AREA OF COVERAGE PER SPRINKLER IS 196 SQUARE FEET. THE MAXIMUM DISTANCE BETWEEN SPRINKLERS IS 14' -O ". THE MIN DISTANCE BETWEEN SPRINKLERS IS 8' -0 ". D. SPRINKLER DESIGN SUITABLE FOR UNOBSTRUCTED OR NON - COMBUSTIBLE UNOBSTRUCTED CONST. E. THE STORE SHALL CONTAIN UP TO 20FT OF STORAGE AND DOUBLE ROW RACKS. THE PROPOSED SPRINKLER PROTECTION SHALL BE DESIGNED AND CAPABLE OF PROTECTING UP TO 22FT OF STORAGE. F. HYDRAULIC CALCULATIONS SHALL INCLUDE A MINIMUM 100 INSIDE HOSE ALLOWANCE PLUS AN ADDITIONAL 250 OUTSIDE HOSE ALLOWANCE. 15. IN RACK SPRINKLER DESIGNED PER NFPA 30 2000 ED SECTION 4.5.2(e) SCHEME A at 4.8.6.1 PLYWOOD (MINIMUM IN. (10MM) OR SHEET METAL (MINIMUM 22 GA.) BARRIERS AND IN-RACK SPRINKLERS SHALL BE INSTALLED IN ACCORDANCE WITH FIGURES 4.8.6.1.1(a),4.8.6.1.1 (b) OR 4.8.6.1.1 (c).VERTICAL BAFFLES SHALL NOT BE PROVIDED BETWEEN IN -RACK SPRINKLERS. APPLICABLE CODES NFPA STANDARD: NFPA 13 NFPA 101 EDITION: 2007 2002 JAMES K. MCDANIEL NICET III NO. 105595 0 Y W 1u DRAWING CONTENTS: FIRE SERVICE SITE PLAN m -� 0 0 SEP4 AN A 77RO, , REQUIRLD JAN 11 2008 PE! ,.&s @ kI STORE LOCATION: MICHAELS 17686 S. CENTER PKWY TUKWILA, WA 98188 DRAWING NO.: FP1 HYDRAULIC DESIGN ISYSIEM 11: 1I� fIREA I I SPRINKLERS 1129 SPRINKLERS I DE ._, ..,. D EN�TY REVD: (0.4 GPM/SQ. FT. I 'DISCHARGE: 1 12500 SQ. Fr. II (HOSE ALLOWANCE: 11500 GPM 1 ( SPRINKLER SYSTEM DEMAND 0 BOR: 11403.72 GPM I g7.703 P51 I !DEMAND PRESSURE II ® BOR: 1 ICALC FIE: 117U1001.A.rod I 4 14' - 72" EXISTING 10" D.I. REFER TO SHEET FP1 FOR CONTINUATION OVERALL FIRE SPRINKLER PLAN 12 r' 1 1 12''1 1 ' 12' I ' 12 8 -0 1 18 -0 1 _ G -11 8 -0 8 -0 - 8 -0 8 -0 - 8 -0 -[ 8 -0 ( 2' ( 2' 0 '( 2' I . 1 2 ' ( I 2 ' I 1 2 ' I . 2 ' . 1 2 ' n n � �S° n n �1E n , A -f z. ��',�.s• c- FVr ern•, ►TT'li:.1ll rce tj . Lail 111110411 y I � tl 8 -0 BEAK IROO 2' s 2' ID 2' 8 -0 1 (8 -0 1 (8 -0 ( 8-0 (8 -0 18 -0 18 -0 8 -0 ( 18 -0 18 0 8 -0 ( ( 8 -0 ird 8 -0 8-0 8 -0 8 -0 1 -0 8 -0 8 -0 8 -0 8 -0 8 -9 8 -0 ` 1 8 -0 1' 1 8 -0 1' '18 -0 1 ( 8 -0 1 8 -0 ( 8 -0 1 8 -0 [ 1 8 -9 - ' � IIKf.TwT.:.iT "+ice..!+. � T �.�t.+ r'tF.: �r.l� .,:, i'. w 1f.. ��:+±« 1�.1 G7�a,+r.:�?T+',.+�.,.s.!.�:rt:•. . - �iT`M :Z+Y."tr: J:�- .+,�.� +�:'kv. +'�.....w- - I II L e� I�ii1 .wi +*i::��K+...±�'i'•:!Flri. w�,:' T.:°'.. �w' yJ:«. a�. vi .T �r;;..Y.y°u_r'�w Y`.w a 5" STORZ F.D.C. EEL W/ 30° DOWNTURN tomorit,, (i) 2.1 8 -0 (8 -0 33' -11 r 48' -7" a 481-7» SYMBOL LEGEND SYMBOL r 0 SEISMIC BRACING 1" OUTLET WITH ARM —OVER TO NEW PENDENT SPRINKLER ._ / DESCRIPTION HANGERS MAIN LINE TO BE INSTALLED BRANCH LINE TO BE INSTALLED AUTOMATIC FIRE SPRINKLER LEGEND NOTE: NO 0 —RING SPRINKLERS ARE TO BE USED ON THIS PROJECT SYMBOL 0 • 0 MFR TYCO TYCO TYCO MODEL ELO -231 TY —B TY —B S.I.N. TY51 11 TY3251 TY3151 STYLE ssu SSP SSU FINISH BRASS WHITE BRASS ESC NONE . REC NONE TEMP 165' 155° 155' K —FAC 11.2 5.6 5.6 TOTAL 349 36 13 z z y F- —Z ce¢ Q U tn az � 0 Li. _1 0 SUPPLY FROM DROP ABOVE TYP OF (28) IN THIS DETAIL REF 3/FP2.3 BELOW CEILING O A FIRE " SPRINKLER PLAN SCALE: 3/32" = 1 0 5 10 20 so-uM;s7- SUPPLY FROM DROP ABOVE TYP OF (2) IN THIS DETAIL REF 3/FP2.3 SUPPLY FROM DROP ABOVE TYP OF (6) IN THIS DETAIL REF 3/FP2.3 s..aiw w••••1•Ar BELOW CEILING FIRE SPRINKLER PLAN SCALE: 5/32 = , • BELOW CEILING FIRE SPRINKLER PLAN u� 3,32" = , 111 • - DU146/ r.. „ , �r REQUIRED ; ,, T D JAN 11 2008 I' I U.NTEA JAMES K. CDANIEL NICET III NO. 105595 0 CC 7 m 0 0 0 0 h 0 a DRAWING CONTENTS: FIRE SPRINKLER PIPING PLAN DRAWING NO.: FP2 am. I III u TJM® AND TRUSSES 1. Angle iron, pipe trapeze or other approved cross piece per NFPA 13 2. 1 /4" lag screws into Vs" predrilled pilot hole. (If using a pipe trapeze. use inverted U -hooks to secure to chord.) 3. Hanger rod or support per NFPA 13, center between trusses Pipe size at maximum hanger spacing: - .:7 t 4" for TJM trusses, 6" for TJM" trusses ALL TRUS JOIST OPEN -WEB TRUSSES 1. Hanger per NFPA 13 2. Two -screw ceiling flange with two 18 gauge (4294 °) x 1 wood screws into Vs" predrilled pilot holes • For IL' and TM"' trusses, screws must line up along the center of the chord ve tolerance • For all double chord trusses, one screw must be positioned in the center of each chord t 1 /4" tolerance • This detail may be used on top or bottom chord • If installing through a gypsum board ceiling, increase the fastener length by the gypsum board thickness Pipe size at maximum hanger spacing; 2" TJL'" TRUSSES 1. 3 /B" diameter eye rod or L -rod 2. Beam clamp (equivalent to TOLCO Incorporated Figure 130). Certification of compliance to NFPA 13 to be provided by manufacturer upon request. Pipe size at maximum hanger spacing: 2" (may he increased to 4" with special truss design) Tj5`, TJM' or TJK' truss ALL TRUS JOIST OPEN -WEB TRUSSES 1. 1 /4" steel plate 2. If threaded U -bolt Section A -A Pipe may also lee placed on top side of hco oar chord • Pipe size at maximum hanger spacing: 2" (may he increased to 4" with special truss design) TJL ; TAN; TJM® AND TJH'" TRUSSES 1. 3 /a" maximum diameter coach screw rod in predrilled pilot hole • The thread (and pilot hole) shall penetrate at least 1h/2" into the chord; do not make pilot hole longer than 2 • May be attached to top or bottom chord • Rods shall be centered in the chards 1- tolerance on TJL'" and TJW' trusses, * tolerance on double chord trusses • If installing through a gypsum board ceiling, increase the fastener length by the gypsum board thickness Pipe size at maximum hanger spacing: 2" ALL TRUS JOIST OPEN -WEB TRUSSES 1. Secure sprinkler pipe snugly with one of the following: • U -bolts (where practical) • Plumber's strap —bend strap to underside of chord and fasten to chord with one 8d (21/2") common nail each end of strap Pipe size at maximum hanger spacing: 3" tt3iz Pipe size at maximum hanger spacing: 6" ALL TRUS JOIST OPEN -WEB TRUSSES 1. Pipe trapeze per NFPA 13 (3" max.). Secure snugly with one of the following: • U -bolts (where practical) • Plumber's strap—bend strap to underside of chord and fasten to chord with one - 8d (2'/2 ") common nail each end of strap 2. Lateral restraint if required 3. Hanger rod or support per NFPA 13, center between trusses Pipe size at maximum hanger sparing: 6" TX": TJW°' AND TJS' TRUSSES •1 1. Angle iron, pipe trapeze or other approved cross piece per NFPA 13 2. Double 2x4 bottom chord sleeper 3. 3 /a" diameter machine bolt through 2x4 sleepers—cinch tight (do not crush steel webs) 4. 1 /4" lag screw into Vs" predrilled pilot hole. (If using a pipe trapeze, use inverted U -hooks to secure to 2x4 sleepers, see detail 7A.) S. Hanger rod or support per NFPA 13, center between trusses Detail 7A TJM AND TNT" TRUSSES 1. Angle Iron, pipe trapeze or other approved cross piece per NFPA 13 2. 1/4" leg screws into' /s" predrilled pilot hole on outside chords 3. Hanger rod or support per NFPA 13, center between trusses Pipe size at maximum hanger spacing: 4" for TJM* trusses, 6" for TX" trusses UPRIGHT HEAD � WITH GUARD NTS RTU RTU DROP DETAIL REAR EXTERIOR WALL NEW 5" STORZ WITH 30° DOWNTURN ‘;=E1=1:1=4 NEW 4" CHECK VALVE \/ tl1 DROP EXISTING FLOW SWITCH EXISTING TEST AND DRAIN 4 "X4 "X4" TEE EXISTING 10 "X6" REDUCING FLANGE EXISTING 10" LEAD —IN EXISTING ELEVATION VIEW FIRE RISER DETAIL ► 11mnmm1111mmu1111ou0au1nimnnumiuun1mmmiri um1m11111nwmm1mm1uu nummuumu ZINIMIMZ MAIN PIPING AT GLU--LAM BEAMS ALONG COL 18.3 NOT TO SCALE BRANCH LINE PIPING, TYP 4" CHECK VALVE NEW FDC DETAIL 0 6" 1' SCALE: 1" = 1' GLU —LAM BOTTOM OF BEAM ROOF DECK z— EXISTING RISER — - 4" ELL INSTALL SPRINKLER MAIN PIPE ABOVE BOTTOM CHORD OF JOIST AND ELL UNDER GLU —LAMS JOIST TYP JAN 11 2008 �'r s gas lv °.+ JAMES K. ' MCDANIEL NICET III NO. 105595 2 0 As W m 7 0 0 0 0 er 0 0 DRAWING CONTENTS: FIRE PROTECTION DETAILS DRAWING NO.: FP3 HVAC REQUIREMENTS OUTSIDE AIR CALCULATIONS RTU SCHEDULE (REFERENCE ONLY1 HVAC DRAWING INDEX GENERAL REQUIREMENTS THE FOLLOWING PLANS AND SPECIf7CA710NS INDICATE THE MINIMUM DESIGN CONDITIONS ACCEPTABLE TO MICHAELS STORES INC.. EVEN IF NOT INDICATED ON THE PLANS, THE CONTRACTOR SHALL COMPLY 114771 ALL CODES AND ORDINANCES INSTALLAATION OF HEAT AND AIR CONDITIONING SYSTEMS COMPONENTS. HVAC SYSTEMS AND COMPONENTS SHALL COMPLY WITH THE DESIGN PARAMETERS INDICATED IN THE LATEST EDITION OF ASHRAE AND SMACNA STANDARDS. SCHEDULE OF WORK HVAC SYSTEM TO BE OPER411ONAL MINIMUM OF 2 WEEKS BEFORE COMPLETION. THE MECHANICAL CONTRACTOR SHALL PERFORM ALL HVAC EQUIPMENT INSTALLATION'S AND SHALL BE RESPONSIBLE FOR THEIR PROPER INSTALLATION AND OPERATION. PRIOR TO ANY WORK, THE MECHANICAL CONTRACTOR SHALL VERIFY ALL STRUCTURAL, ARCHITECTURAL, OR ELECTRICAL COMPONENTS THAT MIGHT CONFUCT WITH THE HVAC EQUIPMENT INSTALLATION. IF DISCREPANCIES ARE FOUND, THE MECHANICAL CONTRACTOR SHALL CONTACT THE PROFESSIONAL OF RECORD FOR DESIGN CLARIF7CA770N PRIOR TO INSTALLATION. THE ELECTRICAL CONTRACTOR SHALL MAKE ALL F7N4L ELECTRICAL CONNECTIONS TO THE HVAC EQUIPMENT. THE MECHANICAL CONTRACTOR SHALL PROV1DE INSTALLATION AND OPERATIONAL CUT SHEETS FOR THE ELECTRICAL CONTRACTOR. EQUIPMENT OPERATIONAL CHECK AFTER THE HVAC SUBCONTRACTOR COMPLETES THE HVAC INSTALLATION AND STARTUP, AS PER THE MANUFACTURER'S /NSTRUC77ONS, THE CONTRACTOR SHALL INSPECT EQUIPMENT AND ITS OPERATION. THE EQUIPMENT OPE7A1101VAL CHECK (EOC) WILL AID CONTRACTOR IN N EACH SYSTEM FOR PROPER OPERAADN AND AS MAKING NG FINAL ADJUSTMENTS TS AS NEE CESSARY. THE HVAC SUBCONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING THE EOC WITH THE MANUFACTURER AT LEAST THREE WEEKS PRIOR TO DESIRED COMPLETION DATE. THE FOLLOWING PARTY'S MUST BE PRESENT FOR THE DURATRON OF THE EOC: - HVAC SUBCONTRACTOR'S QUALIFIED MECHANIC - SERVICING CONTRACTOR'S QLG4L/FlED MECHANIC (IF DIFfEKENT HVAC SUB) ALL TEST EQUIPMENT TO BE MADE AVAILABLE BY THE SERVICING CONTRACTOR AND MECHANICAL SUBCONTRACTOR IF AMBIENT CONDTI7ONS DO NOT PERMIT PROPER? AIR CONDITIONING OPERATIONAL CHECK, AN ADDITIONAL COOLING EOC MUST BE SCHEDULED OH ABOVE PARTIES PRESENT. HVAC SUBCONTRACTOR SHALL PROVIDE THE ARCHITECT WITH THREE (3) COPIES OF EOC REPORTS PRIOR TO HAW PAYMENT. AIR COND/T7ONING UNITS SHALL BE BALANCED AND TESTED BY NESB CERTIFIED CONTRACTOR. BALANCE AND TEST REPORT MUST BE SUBMITTED TO THE DESIGN PROFESSIONAL FOR APPROVAL APPROVED .TEST AND BALANCE REPORTS MUST BE PRESENTED TO MICHAELS AS PART OF THE ACCEPTANCE OF SPACE PROVIDE A SET OF OPERATION AND MAINTENANCE MANUALS FOR ALL HVAC EQUIP. TO STORE WAGER AND MICHAELS CONSTRUCTION DEPARTMENT HVAC EQUIPMENT CONTRACTOR SFL4LL FIELD VERIFY THAT THE EXISTING EQUIPMENT INCLUDING ACCESSORIES IS NOT DAMAGED AND IS IN GOOD WORKING ORDER. REPORT ANY DEFICIENCIES TO THE OWNER 0R ARCHITECT. CONTRACTOR SHALL SUBMIT TO THE OWNER AND ARCHITECT A WRITTEN REPORT DESCRIBING TESTS PERFORMED TO VERIFY OPERATION AND RESULTS OF THE RESTS CLEAN EXISTING EQUIPMENT AND EQUIPMENT COMPONENTS TO REMAIN. PROVIDE NEW FILTERS FOR EXISTING AIR HANDLING EQUIPMENT PRIOR TO STARTUP OF EQUIPMENT. NEW FILTERS SHALL BE COMPATIBLE WITH THE EXISl1NG EQUIPMENT AND EQUAL IN PERFORMANCE TO THE EXISTING FILTERS AT NEW CONDITION UNLESS OTHERWISE NOTED. LUBRICATE EXISANG EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCI7ONS FULLY CHAR WTI NEW GE EXISTING REFRIGERATION SYSTEMS TO REMAIN W REFRIGERANT MATCHING EX1571NG SYSTEM. INDOOR AIR QUALITY MEASURES: PROTECT INSIDE OF (INSTALLED AND DELIVERED) DUCTWORK AND HVAC UNITS FROM EXPOSURE TO DUST, DIRT, PAINT AND MOISTURE. REPLACE INSULATION THAT HAS GOTTEN WET AT ANY WE DURING CONSTRUCTION, DRYING THE INSULATION IS NOT ACCEPTABLE. SEAL ANY TEARS OR JOINTS' OF NTERNAL FIBERGLASS INSULATION. REMOVE DEBRIS FROM CEILING /RETURN AIR I PLENUM INCLUDING DUST. AN INDEPENDENT, PROFESSIONAL DUCT CLEANING COMPANY SHALL VACUUM CLEAN ANY DUCTWORK CONNECTED TO HVAC UNITS THAT WERE OPERATED DURING THE CONSTRUCTION PERIOD AFTER NEW F1L7ET?S ARE INSTALLED AND PRIOR TO TURNING SYSTEM OVER TO THE OWNER. THERMOSTATS THERMOSTATS PROVIDED BY SITE CONTROL, INC. (LABELED DZC - DIGITAL ZONE CONTROLLER) MECHANICAL CONTRACTOR SHALL PROVIDE WIRING DIAGRAMS TO ELECTRICAL CONTRACTOR. WRING BETWEEN THERMOSTATS; SENSORS, AND Rill's SHALL BE COMPLETED BY THE ELECTRICAL CONTRACT PROVIDE THERMOSTAT WITH A MINIMUM 5°E. DEADBAND, NIGHT SETBACK, AND 7 DAY PROGRAMMABLE CABABIL1TY DUCT ARK INSTALLATION ALL DUCT WORK SHALL BE INSTALLED BY A QUALIFIED HVAC CONTRACTOR. NO PROTRUSIONS BELOW 19 =-D SALES AREA ALL MAIN TRUNK AND BRANCH DUCTS SHALL RUN PERPENDICULAR OR PARALLEL TO THE STRUCTURE DUCT WORK IN THE .SALES AREA SHALL BE NEAT IN APPEARANCE. ALL DUCT WORK SHALL BE CLEANED PRIOR TO TENANT OCCUPANCY. PROVIDE ACCESS PANELS FOR ALL CONCEALED SMOKE DETECTORS AND DEVICES IN DUCT WORK OR MECHANICAL CHASES ALL DUCTOWRK SHALL BE SEALED, INSULATED, AND INSTALLED PER SMACN4 AND CHAPTER 14 OF THE 2006 WASHINGTON STATE NON - RESIDENTIAL MERCY CODE BUILDING CONTROL SYSTEM ALL BUILDING CONTROLS SHALL BE BY SITE CONTROLS INC. COORDINATE REQUIREMENTS WITH RITA TREVINO AT 877.306.9400. COMPACTOR SHALL PROVIDE A COMPLETE BUILDING CONTROL SYSTEM INCLUDING ALL LABOR, MA7E7TIALS AND INSTALL/1170N. PROVIDE A NEW DIGITAL ZONE CONI7TOLLLR (DZC) AND DUCT TEMPERATURE SENSOR (DRS) AT EACH ExlST1NG ROOF TOP UNIT PROVIDE AN INTERFACE AS REQUIRED BETWEEN THE EXISTING TRANE RTU CONTROL PANEL AND THE DZC AND A SINGLE CO2 SENSOR MOUNTED IN THE SPACE SEE EMS SINGLE LINE DRAWINGS FOR ADD/110IVAL INFORMATION. COMMISSIONING REQUIREMENTS PROJECT COMMISSIONING REQUIREMENTS SHALL CONFORM TO CHAPTER 14 OF THE 2006 WASHINGTON STATE NON - RESIDENTIAL ENERGY CODE THESE REQUIREMENTS SHALL INCLUDE, BUT ARE NOT LIMITED TO A PRELIM /NARY COMMISSIONING REPORT, FINAL COMMISSIONING REPORT AND ACCEPTANCE DOCUMENTS IN ADDITION, PROVIDE SYSTEM OPER4T7ONAL TRAINING, O&M MANUALS AND RECORD DRAWINGS TO THE OWENE7? PER 2006 WASHINGTON STATE NON - RESIDENTIAL ENERGY CODE. (Based on 2006' Washington State Ventilation and Indoor Air Quality Code) Outside Air Required A. Building Area MARK MANUF. CATALOG TONS CFM VOLT/ PHASE HEAT ECONOMIZER _ _ \ TRANE YFDO75C4HGBE 6.25 2600 460/3 GAS ENTHALPY DZC1 VAV DTS1 D ■ � . __� . , 1 1 ( RTU 11 TRANE YFD150C4HGBE 12.5 5000 460/3 GAS ENTHALPY - RTU 21 VAV _ C AIR RTU _AIR TEMP SENSOR DAMPER AIR TEMP SENSOR AR P SENSOR SMOKE DETECTOR S P Y AIR Sales Areas: 19, 100 S.F. Bulk Stock and Stora e: 5 595 S.F. g Office Areas: 1,475 S.F. Corridors: 270 S.F. Toilet Rooms: 330 S.F. Total Floor Area (Net): 26, 770 S.F. B. Occupant Loading: B. TRANE YFD150C4HGBE 12.5 125 5000 460/3 / GAS ENTHALPY I RTU 3 ( (DIGITAL ZONE TEMP SENSOR DIFFUSER EXHAUST STEP DOWN CONCENTRIC CONTROLLER) FAN DIFFUSER TRANS YFD150C4HGBE 12.5 5000 460/3 GAS ENTHALPY INLINE D ( RTU 41 DEVICE j .501 DESIGNATION CO2 r�� OM DUCT ABOVE TRANE YFD150C4HGBE 12.5 5000 460/3 GAS ENTHALPY I RTU 51 ( EF 1 1 CFM J EQUIPMENT AIR INLET OR CARGO DIOXIDE, RETURN AIR IN -LINE DUCT . I TRANE YFD120B4HGBE 10 4000 460/3 GAS ENTHALPY j RTU 61 SUPPLY AR FLOW SYMBOL SUPPLY OUTLET (CO2) SENSOR, EXHAUST EXHAUST DAMPER AIR EX FAN DIFFUSER TRANE YFD12084HGBE 10 4000 460/3 GAS ENTHALPY FRTU 7 DUCT CONSTRUCTION Areas 8 Occupants /1000 S.F. = 12 Occupant(s) Sales Areas 8 Occupants /1000 S.F. = 153 Occupant(s) C. Outside Air Required: TRANE YFD075C4HGBE 6.25 2600 460/3 / GAS ENTHALPY 1 RTU 81 LOW PRESSURE (MAXIMUM .2" W.C.) PER SMACNA "DUCT CONSTRUCTION" CLASSIFICATION WHERE LOCAL MUNICIPAL ENERGY CODES REQUIRE MORE DUCT INSULATION - DUCTWORK AND PLENUMS - OR CONSTRUCT OF THE FOLLOWING GAUGES: THE CONTRACTOR SHALL COMPLY WITH THOSE REQUIREMENTS. DUCT AT WIDEST DIMENSION U.S. GAUGE GALVANIZED STEEL UP THRU 12" 24 GAUGE FLEXIBLE DUCT SECTIONS SHALL NOT EXCEED 6' -0 ". IN OVERALL 13" THRU 30" 22 GAUGE DEVELOPEQ LENGTH. 31 " THRU 54" 20 GAUGE PROVIDE MANUAL VOLUME DAMPER AT ALL TAKEOFFS LOW PRESSURE SHEET METAL FABRICATION AND INSTALLATION SHALL BE AS FOLLOWS: (INTEGRAL W /SPIN -IN FITTINGS) AS ILLUSTRATED BELOW. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH PROVIDE TURNING VEINS AND SPUTTER DEVICES AS ILLUSTRATED BELOW. STANDARDS SET FORTH IN THE LATEST EDITION OF THE ASHRAE GUIDE AND SMACNA HVAC SYSTEMS DUCT DESIGN UNLESS MODIFIED HEREIN. EXTRACTORS OR AIR SCOOPS ARE REQUIRED AT EACH SPLIT IN THE DUCT AS ILLUSTRATED BELOW. DUCT SIZES SHOWN ON PLANS ARE ACTUAL SHEET METAL INSIDE DIMENSIONS. TRANSITION ANGLES SHALL NOT EXCEED 15 DEGREES ALL CONCEALED DUCT WORK SHALL BE GALVANIZED STEEL WITH 1 1/2" THICK FIBERGLASS INSULATION BLANKET WITH FOIL BARRIER. AS ILLUSTRATED BELOW. ALL EXPOSED DUCT WORK SHALL BE INTERNALLY LINED WITH 1" LINER. PROVIDE MINIMUM DUCT TURNING RADIUS AS ILLUSTRATED BELOW. ALL SPIRAL DUCT WORK SHALL BE INTERNALLY LINED WITH 1" LINER AT THE FIRST 1C-0. THE FOLLOWING ITEMS ARE FIELD INSTALLED ONLY EACH R.T.U. SHALL BE CONTROLLED VIA DIGITAL ZONE CONTROLLER (DZC) LOCATED IN THE OFFICE PER MECHANICAL PLAN. NOTES ALL EQUIPMENT IS EXISTING TO REMAIN. CONTRACTOR SHALL SERVICE RTU'S TO VERIFY PROPER OPERATION CONDITION. SEE HVAC REQUIREMENTS THIS SHEET FOR ADDITIONAL INFORMATION. Sales Areas: 153 Occupant(s) x 15 CFM /Occupant = 2,292 CFM Stock Areas: 5,595 S.F. x 0. 15 CFM /S.F. = 839 CFM Office Areas: 12 Occupant(s) x 20 CFM/Occupant = 236 CFM p Corridors: 270 S.F. X 0.05 CFM/S.F. = 14 CFM Total Outside Air CFM Required = 3,381 CFM D. Outside Air Provided: SINGLE LINE DOUBLE FITTING SINGLE LINE DOUBLE FITTING RTU -1 = 300 CFM RTU-2 = 500 CFM RTU -3 = 500 CFM RTU -4 = 500 CFM RTU -5 = 500 CFM RTU -6 = 400 CFM RTU -7 = 400 CFM RTU -8 = 300 CFM Total D.A. Provided = 3 400 CFM ' LINE LINE ACOUSTICALLY LINED DUCT (SIZES SHOWN ARE NET INSIDE) FLEXIBLE coNNECTI ON i _ IMIII RECTANGULAR RISER � -- 1= CONICAL ROC. RISER ® i RECTANGULAR DUCT DROP H i ROUND -- 9 RECTANGULAR f `, "`" ``' :..ry,,, c i i I I ® DUCT DROP -M RECTANGULAR R=W Ili ELBOW WITH TURNING VANES MARK MANUF. CATALOG EAT CFM PHASE MCA NOTES BERKO HUHAA2548 25 2100 125 480/3 30 ALL NOTES BELOW OFFSET LESS uH -1 i. - THAN 15 � � RADIUS ELBOW ? 1. UNIT HEATER SHALL BE INSTALLED PER THE MANUFACTURERS 3. PROVIDE UNIT HEATER THERMOSTAT MOUNTED IN THE LOADING AREA SPECIFICATIONS AND CODE REQUIREMENTS WHETHER OR NOT AT 60" AFF. PROVIDE THERMOSTAT MOUNTING BRACKET. INDICATED ON THE PLANS. 4. PROVIDE FACTORY MOUNTED DISCONNECT. 2. UNIT HEATER SHALL BE SUSPENDED FROM THE TOP CHORD OF THE PRIMARY BUILDING STRUCTURE. REFER TO DETAIL-- 3/MP \ RECTANGULAR i OFFSET MORE RECTANGULAR DUCT THAN 15 i i RECN U LAR • , ROUND WY i ROUND BRANCH W AIR ROUND BRANCH SCOOP SPIN IN FITTING . MARK NECK FACE TYPE DEFLECTION DAMPER MANUF CATALOG CONST. FINISH MOUNT NOMINAL CFM RANGE REMARKS EXTRACTOR i EX L EX MAIN WTHLAR STEP DOWN SUPPLY 4 —WAY — ^— AES ADB -1 STEEL BRIGHT WHITE UNISTRUT 2600 MOUNT WITH LOUVERS JUST BELOW STRUCTURE. SD 1 „ I I 45"0 _ 6 °' RECTANGULAR BRANCH CONCENTRIC K - � 19"x19" 12 "x12" SUPPLY 4 —WAY OPP.BLADE TITUS - --AG75 TITUS (0R EQUAL) TMS —AA ALUMINUM WHITE GRID CEILING 100 --125 ® 6" DIA ,p , t i „ 12"x12" SUPPLY 4 —WAY OPP.BLADE TITUS —AG75 TITUS (oR EQUAL) TMS —AA ALUMINUM WHITE GRID CEILING 200 -250 w BELLMOUTH SQUARE TO 15° MAX ROUND / „ = 8" DIA EXCENTRIC 24 " x24" SUPPLY 4 —WAY OPP.BLADE TITUS --AG75 TITUS (OR EQUAL) TMS—M ALUMINUM WHITE GRID CEILING 350-450 11= 1 0 " D DUCT D i ,� i l J (RECTANGULAR „ » 24"x24" SUPPLY 4 —WAY OPP.BLADE TITUS -AG75 TITUS (OR EQUAL) TMS --AA ALUMINUM WHITE GRID CEILING 500 -700 OR ROUND) ROUND MAIN 1s MAX S4 „ �/ 12” DIA DUCT WITH CONICAL TEE • ROUND BRANCH 30' TRANSITION Y NON SYMMETRICAL WYE / 11 -1 2 "X 7-1/2" SUPPLY 2 —WAY OPP.BLADE TITUS—AG95 TITUS (OR EQUAL) 300 —RS ALUMINUM WHITE SIDE WALL 100 -550 ® "x8" 1 12 ROUND r m/� „ 13--1 /2 1 /2” RETURN 0° FIXED - -- TIT (OR EQUAL) 50F ALUMINUM WHITE SIDE WALL 200 -850 MOUNT IN WALL AT 1 fi —0 AFF MIN. _ BRANCH w DOUBLE FORMED VANES 15" MAX CONCENTRIC R1 ® 14 x12 15-1/2" 15 RETURN 0° FIXED 1/2" CORE TITUS (OR EQUAL) 50F ALUMINUM WHITE SIDE WALL 400 -1600 ,9 MOUNT IN WALL AT 16 —0 AFF MIN. R2 _-� 16 x1fi ?--> i W �' D 1 ROUND B- 2 23--1 /2" 23-1/2" RETURN/ TRANSFER 0° FIXED 1/2" CORE __ TITUS (OR EQUAL) 50F ALUMINUM WHITE GRID CEILING ADD -320D TRANSITION A'4 1 1 SYMMETRICAL i 1 a - --- PER PLA DOUBLE FORMED TURNING VANES 9 Q74b/ WYE 25 "x 25 " RETURN 0° FIXED �� 1 /2 CORE - -- TITUS (OR EQUAL) 50F ALUMINUM WHITE SIDE WALL 400-3200 MOUNT IN WALL AT 16' -0" AFF MIN. "x 24 " - -- 24 - -- VARIABLE AIR ___ OPP.BLADE MOTORIZED LENNOX (No EQUALS) 355 -FL ALUMINUM - -- IN -LINE 800 -1200 REFER TO MOTORIZED DAMPER DETAIL- 1/MP -1.2 D1 { „ ___� 14 DIA PLUMBING FIXTURE SCHEDULE PLUMBING REQUIREMENTS MARK DESCRIPTION MANUF CATALOG NUMBER FINISH MOUNT VALVE TYPE WATER CONSUMP. STANDARD TEST DETAIL WASTE VENT CW HW REMARKS GENERAL REQUIREMENTS HANGERS AND SUPPORTS THE SANITARY SEWER SYSTEM SHALL COMPLY WITH ALL CODES AND MUNICIPALITY REQUIREMENTS WHETHER OR NOT PROVIDED IN THE DRAWINGS. 1. PIPE HANGERS SHALL BE MANUFACTURED BY TYLER, MILWAUKEE, OR EQUAL AND SHALL BE INSTALLED AT ALL BENDS, ANGLES AND ENDS OF ALL PLUMBING MATERIAL SPECIFICATIONS: WASTE AND SEWER LINES AS CALLED FOR ON THE DRAWINGS AND LOCAL CODES. ALL CLEANOUTS SHALL BE BROUGHT TO GRADE, AND IN ALL CASES, SANITARY SEWER PVC, CAST IRON OR COPPER SHALL BE PROVIDED WITH SUFFICIENT SPACE FOR RODDING. PIPING MAY BE USED EXCEPT THAT ALL PIPING BELOW GRADE SHALL BE CAST IRON (OR PVC IF ALLOWED BY LOCAL CODES.) VENTS (2 ") INCHES IN SIZE AND SMALLER MAY BE EITHER SCHEDULE 40 GALVANIZED STEEL OR COPPER PIPING. LAVATORY ETR ETR ETR ETR HW /CW FAUCET 2 5 GPM ANSI A117.1 A112.19.2M __ __ �_ 1/2 1 / 2 " USE MANUFACTURER SEE NOTES 1, 2, 3 LISTED DEVICE ONLY KITCHEN SINK ETR ETR ETR ETR HW /CW FAUCET 2.0 GPM ANSI A117.1 A112.19.2M __ __ __ a 1/2 1/2 " USE MANUFACTURER LISTED DEVICE ONLY SEE NOTES 1, 3 1. INSTALL AMERICAN STANDARD FAUCET #7500.170. 2. INSULATE HOT AND COLD WATER VALVES UNDER 3. PROV DE OFFSET WHEELCHA R P -TRAP WITH ALL SINKS SHALL HAVE LEVER 1YPE CONTROLS. LAVATORIES. INSULATED PROTECTIVE KNEE COVER. DOMESTIC WATER AND HOT WATER PIPING SHALL BE COPPER TYPE , I UNION "L" WITH WROUGHT COPPER FITTINGS. WO HOSE BIBS — 1--I ALL HOT AND COLD WATER LINES SHALL BE INSULATED WITH ARMAFLEX WATER METER W/ BACKFLOW OR EQUIVALENT INSULATING TO A THICKNESS OF 1". PREVENTER GATE VALVE © C.O ALL PIPING SHALL BE INSULATED, AND PER INSTALLED CHAPTER 14 CLEAN —OUT DOMESTIC COLD WATER - OF THE 2006 WASHINGTON STATE NON- RESIDENTIAL ENERGY CODE. DOMESTIC HOT WATER V.T.R. VENT THRU ROOF MAKING UP PIPE VENT — LINE SCREWED PIPE SHALL BE MADE WITH PIPE COMPOUND APPLIED TO A.F.F. ABOVE FINISH FLOOR THE MALE THREAD WITH NOT MORE THAN TWO SANITARY LINE THREADS LEFT EXPOSED. --°— B.F.F. BELOW FINISH FLOOR PIPE SHALL BE REAMED AFTER THREADING. G GAS LINE IP BELOW GRADE SANITARY PIPE SHALL BE CAST IRON AND SHALL F.F.D. BE MADE UP WITH ONE THIRD OF THE HUB CAULKED WITH FIRST QUALITY OAKUM, AND THE REMAINDER FILLED WITH FIRST QUALITY F.D. CAULKING AT ONE POURING AND CAULKED TIGHT. COPPER JOINTS SHALL BE MADE UP WITH 95-5 SOLDER. r:' t O FUNNEL FLOOR DRAIN .4 FLOOR DRAIN �' � Fe's etr• ; y �`"�F tip. JAN 11 ZOUPd . -r / PE,1 -,.v, I: _..r .s L I!° •-_D w 1- J 1 - m (0 IE I ft t 1 rt J 0 DRAWING CONTENTS: MECHANICAL SCHEDULES DRAWING NO.: MP1 a I - -i t F i J - I AIR STANDARD ROUND DUCT AS SCHEDULED NOTE: pocapoce IN-LINE MOTORIZED DAMPER SECTION ROOM THERMOSTAT TO BE LOCATED PER MECHANICAL PLAN L r L L // MOTORIZED DAMPER SCALE: N.T.S. I 1 , , / , l / / / DAMPER MOTOR STANDARD ROUND DUCT AS SCHEDULED r DUCT SENSOR SUPPLIED W/ DAMPER SECT. (DOWN STREAM) W. \t/ 18" DIA ■1111111111111EINIIMININEMMINMIll I j i\ / S5 \ 375 ... 14 DM a TO R5 I 107 BREAK ROOM SDDA MACHINE . 33 14" DM K " 200 / 1 lox I FLORAL 53 300 20' 014 18" 014 8' DIA 4 El "a n 1 11 40. IDZCI3 R4 6" DIA 11111111Milrate .1 -1 ou_a nns-eamemo a W 0 D14 wajNy DZC7 I 103 I OFFICE < 0 52 20 51 20 „, 20" DL4 S5 !400 24'1314 24" D14 6 DIA 4 10 WOMEN - 20 ' I no I MEN 24" DL4 )0° _ F 1 - l 104 CASH 014 U-7 /S5 \ 400 \t/ 4 00) LOW VOLTAGE WIRING FROM SENSOR TO REMOTE THERMOSTAT 1 UH-1 REFER TO 3/MP1. 1 FOR MOUNTING DETAIL TYP 7 105 STAGING 24 VOLT POWER SUPPLY TO MOTORIZED DAMPER SECTION FROM THERMOSTAT 425) TYP 4 DZC9 DZC8 120 VOLT TO 24 VOLT TRANSFORMER INSTALL ABOVE CEILING CD 12'-6” A.F.F. LL INSTALL RETURN GRILLE AS HIGH AS POSSIBLE IN WALL a STAGING L 1• 5 30 TYP 4 1 105 1 102 1 MEETING ROOM BOTTOM OF UNIT 3/8 NUT 3/8" LOCK WASHER UNIT HEATER MOUNTING FLANGE 17-8" AFF -- TT I 3 TYP L RTU-6 10 TON RTU ETR. REBALANCE UNIT TO 4000 CR SA, 400 CFM 0A. T _L UNIT HEATER SUPPORT SCALE: N.T.S. 1 T 1 1 j -- ROOFTOP CONDENSING UNff TO BE REMO D 11 t L EXHAUST AIR GRILLE E1 10 TON RTU ETR. REBALANCE UNIT TO 4000 CFM SA 400 CFM 11 [ [ 1 1 V PRO E'llNED RETURN AIR BOOT SIZED TO MATCH DUSTING R4 PLENUM AND TO EXTEND 4: BOOT TO HAVE 24x24 R4 OPENING IN TOP. L1T L 1 _ r — 1 AHU TO BE 1 I REMOVED 1 I L 1 1 L 6.25 TON RTU EIR. REBALANCE UNIT TO 2600 CFM SA. 300 CFM OA RTU-8 1 L _I I 1 _F 1 __L I L T 1-1/4"x1-1/4"x1/4" 1 - 1 /4"x 1 - 1 /4"x 1 /4" 3/8"-16 NUT 3/8 LOCK WASHER 3/8"-16 NUT 3/8-16 ROD 3/8" FLAT WASHER 3/8"-16 NUT 1 4 L 111111111111111•1111%111111111 I Li _1 _I 1_1 11_11 T I -[ DROP BOX DIFFUSE? RETURN AIR BOO M RETURN AIR BOOT L FLOOR PLAN HVAC SCALE: 1 /8" = V-0" T L _ 1 ! T . 11 MONITOR ONLY P 1 Ii DROP BOX DIFFUS,ERrETRF NOTE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRIC477NG ANY WORK. NOTE G.C. TO VERIFY LOCA770N OF POWER POLES BEFORE INSTALA77ON OF THE DUCT WORK TO PREVENT ANY CONFLICT IN PLACEMENT OF f7XTURES. MECHANICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CON7R4CTOR THE REQUIRED VOLTAGE OF 77IE ROOF TOP UNTTS PRIOR TO ORDERING SYSTEMS. CUT SHELIS SHALL BE SUBMITTED TO MICHAELS' AUTHORIZED REPRESENTATIVE FOR APPROVAL PRIOR TO ORDERING. NOTE EXISRIVG CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS AND MAY NOT REFLECT EXACT 'AS-BUILr CONDITIONS. REID VE?IfY ALL EXISRNG CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY COORDINATE NEW WORK AND DEMOLMON WITH AL OTHER DISCIPLINES AND EXISTING CONDIRONS. TI fa= 12.5 TON RTU ETR. REBALANCE UNIT TO 5000 ?-SA 1 OA. TT 1 ; 7 L. L. rJf 12!5-TO I REBALANCE UNIT TO 5000 CFM SA, 500 CfM OA. JL F r 101 SALES r C) 0 I I DZC1 DZC2 1_ _I TT TT Q Q Q 0 0 RETURN AIR BOOT ETR TAP SIDE OF DUCT ABOVE CONCENTRIC SUPPLY/RETURN GRILL M771 THE TOP OF 7NE BRANCH DUCT 77GHT TO JOISTS. T iTh T PROVIDE AES STEP DOWN CEILING DIFFUSER. BOTTOM OF DIFFUSER FACE TO BE MOUNTED AT SAME HEIGHT AS EXISTING DIFFUSE'S. INSTALL DTS PROBE IN SUPPLY AIR PLENUM OR INTEGRAL DIFFUSER. PAINT ALL EXPOSED DUCTWORK TO MATCH 71/E SURROUNDING CELING. REFER TO RNISH SCHEDULE ON ARCHITECTURAL SHEETS. I - EBNANCE UNIT TO-5000 '7-- "1.5 TON R7U ETR. CFM S4 500 CFAI OA RTU-3 1 L.. Ti DIGITAL ZONE COIVTROLLERS SHALL BE MOUNTED ON THE BACK SIDE OF THE COLUMN AT 108 AFF. CIRCUIT LOCATION PE MANUFACTURES SPECIF1C.41TONS. AT 72 AfF WHERE LOCATED IN OFFICE FOR UNIT NO. 2. SUPPLY AND RETURN GRILL FACES AND TRIM COLOR SHALL MATCH esuNa PROVIDE 'CONICAL SPIN IN FITTINGS WITH INTEGRAL VOLUME DAMPERS AT EACH TAP. ALL SIDE WALL SUPPLY DIFFUSER BLADES ARE TO BE TURNED DOW 15 DEGREES. REMOVE ALL EXISTING DIFFUSES, GRILLES AND DUCTWORK ASSOCIATED WITH RTU BACK TO SUPPLY AND RETURN DROPS. SEAL OPENINGS NOT BEING REUSED. PATCH WALLS' AND CEILINGS TO MATCH DERNG. Raw? ARCHITECTURAL ROOF MOUNTED DOWNBLAST EXHAUST FAN, DUCTWORK AND GRILLES ARE E77 CLEAN GRILLES AND VERIFY THAT FAN IS NOT DAMAGE) AND IN GOOD WORKING ORDER. REPORT ANY DifICLEVCIES TO THE ARCHITECT OR OWNER MOUNT CO2 SENSOR AT 76" AfF. SENSOR SHALL BE FOR MONffORING ONLY. CONNECT TO BUILDING CONTROL SYSTEM LOCATION OF LBINOX MOTORIZED ZONE DAMPER. COMPLETE WITH ?4 TRANSFORMER. LOCATE TRANSFORMER ABOVE OfRCE CLING AT 12-0 AFF. 1 12. ,TON,ETil E11 I REBALANCE UNIT TO 5000 CFM SA, 500 CFM OA. UN D REM RB00T MA CH EXIS TO WEND *24 RA Oi? •to 20n 014. IN 74L TRANS u_k AS HIGH AS POSSIBLE IN WALL BOOT IN TOP. _I -L t LD .3 12 /44 INSTALL TRANSFER GRILLE AS HIGH AS POSSIBLE IN WALL. 53 400 100 5 0 4 500 VESTUBULE R4 V RLI-Lh' TO 2/A1P1.1 I r LOW VOLTAGE CONTROL WIRING FOR MOTORIZED ZONE DAMPER. WIRING TO BE HIDDEN FROM WEN. ROUTE WIRING DIRECTLY ABOVE SUPPLY DUCT. THERMOSTAT MOUNTED AT 72. AfF. FLEXIBLE POR77ONS OF DUCT ARE NOT TO EXCEED 6 IN OVERALL LENGTH. DUCT SMOKE DETECTOR INSTALLED IN SUPPLY/RETURN OR AS REQUIRE) BY THE RRE MARSHALL HALING JURISDICTTON. PROICE ACCESS PANEL 1" INTERNAL LINER IN THE f7RST 10'-0' OF THE SPIRAL DUCT. BOTTOM OF STAGING AREA RIGID DUCT AT 14'-0" AFF. ALL EXPOSED DUCTWORK IN SALES ARE4 SHALL BE SPIRAL DUCTS. NO EXCEPTTONS OR ALTERNATIVES. CUT AND PATCH DCISITNG CEUNG AS REQUIRED FOR THE INSTALLATTON OF NEW DUCTWORK AND AIR DEVICES. PATCH OPENINGS TO MATCH DOSING. REFER TO ARCHITEC1Z/R4L REQUIREMENTS. COORDINATE NEW DUCTWORK WM/ EOSTTNG CONDITIONS. REROUTE DUCTWORK AS REQUIRED. REMOVE IXISTTNG SUSPENDED AHU AND CONDENSING UNIT ON ROOF. MOVE ALL DIMJSERS, GRILLES, DUCTWORK AND PIPING ASSOCL47ED WITH, .41-11/ BENG MOVED. SEAL OPENINGS NOT BENG REUSED. PATCH ROOE WALLS AND CEINGS TO MATCH EX/571N0. REFER ARCHITECTURAL T, '`• CLEAN, REPNNT AND REBALANCE DUS77NG DROP BOX DIFFUSER AS REQUIRED. 1 F EXP. 11/0/08 DRAWING CONTENTS: nog PLANS lJ DRAWING NO.: MP1 L 1 105 1 STAGING 1 107] BREAK ROOM SMACK bvuNlN: r T� r� F COUNTER MOUNTED KITCHEN SINK DR. 105 STAGING 1 102 1 MEETING ROOM lox 1 r IC TANK TYPE MIER HEATER VE CEILING ETR FLORAL () 2 DO 1T A SUB -METER AND 2 -1 /f p W N E7R. DUAL HETG - ELECTRIC (PATER COOLER ETT.= __....__._.._ _ MOUNTED LAVATORY DR. (TYP 4) JANITORS SINK ETR NOTE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE / JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGINNING OR FABRICATING ANY WORK. 10 MEN WALL MOUNTED FLUSH VALVE WATER CLOSET E77 (IYP 5) WALL MOUNTED URINAL ETR(lYP1) (10 FLOOR PLAN PLUMBING SCALE: 1/8" = 1' ---0" CONTRACTOR SHALL FIELD VERIFY THAT THE EXISTING PLUMBING FIXTURES SHOWN EXISTING TO REMAIN ARE NOT DAMAGED AND ARE IN GOOD WORKING ORDER. REPORT ANY DEFICIENCIES TO THE OWNER OR ARCHITECT. CLEAN EXISTING PLUMBING FIXTURES AND COMPONENTS TO REMAIN. REMOVE AND REPLACE CAULKING AROUND ALL FIXTURES REPLACE EX/STTNG LAVATORY FAUCET WITH NEW IN WOMEN 111 AND MEN 110 OW OF 4). REFER TO PLUMBING SCHEDULE ITEM L, SHEET MP1. / j/ REPLACE EXISTING BREAKROOM SINK FAUCET WITH NEW AS SCHEDULED. REFER TO PLUMBING SCHEDULE ITEM 5, SHEET MP1. 101 SALES P 100 1 VESTUBULE r 1Dyift43( [J [1 JAN 11 2008 (✓wrN" E. rt rt z O DRAWING CONTENTS: PLUMBING PLANS DRAWING NO.: MP2 15A: Heating, Ventilating, and Air Conditioning: 15A 1 GENERAL INSTRUCTIONS 15A 1 -1 GENERAL REQUIREMENTS REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. CONTRACTOR SHALL BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. THE WORK REQUIRED UNDER THIS SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, AND PORTIONS OF THE WORK DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES, NOTIFY THE ENGINEER AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK INVOLVED. 15A 1 -2 DEFINITIONS FURNISH: THE TERM "FURNISH" IS USED TO MEAN "SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS." INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT THE PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS." PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." FURNISHED BY OWNER OR FURNISHED BY OTHERS: THE ITEM WILL BE FURNISHED BY THE OWNER OR OTHERS. IT IS TO BE INSTALLED AND CONNECTED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE AND READY FOR OPERATION, INCLUDING ITEMS INCIDENTAL TO THE WORK, INCLUDING SERVICES NECESSARY FOR PROPER INSTALLATION AND OPERATION. THE INSTALLATION SHALL BE INCLUDED UNDER THE GUARANTEE REQUIRED BY THIS DIVISION. ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" IS THE ENGINEER OF RECORD AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, AND IS A CONSULTANT TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN THE GENERAL AND /OR SUPPLEMENTARY CONDITIONS. WHEN USED IN THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND OBLIGATIONS TO, THE "ARCHITECT ". AHJ: THE LOCAL CODE AND /OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION OVER THE WORK. THE TERMS "APPROVED EQUAL ", "EQUIVALENT ", OR "EQUAL" ARE USED SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER SPECIFIED ". THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, OR BOTH, BY A NATIONALLY RECOGNIZED TESTING LABORATORY (E.G. UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. 15A 1 -3 PREBID SITE VISIT PRIOR TO SUBMITTING BID, VISIT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 15A 1-4 MATERIAL AND WORKMANSHIP PROVIDE NEW MATERIAL, EQUIPMENT, AND APPARATUS UNDER THIS CONTRACT UNLESS OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE, AND FREE FROM DEFECTS. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT NECESSARILY INTENDED TO DESIGNATE THE REQUIRED TRIM, WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL NUMBERS. PIPE, PIPE FITTINGS, PIPE SPECIALTIES AND VALVES SHALL BE MANUFACTURED IN PLANTS LOCATED IN THE UNITED STATES. WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND "WORKMANLIKE" APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS SHALL COMPLY WITH APPLICABLE CODES AND LAWS. THE COMPLETE INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, CAPACITY, NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT, PIPING, DUCTS, AIR DEVICES, AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. IN GENERAL, MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTED. REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF WORK, INCLUDING CARTONS, CRATING, PAPER, STICKERS, AND /OR EXCAVATION MATERIAL NOT USED IN BACKFILLING, ETC. CLEAN EQUIPMENT INSTALLED UNDER THIS CONTRACT TO PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF THE WORK. REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES AND REGULATIONS HAVING JURISDICTION. 15A 1 COORDINATION COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER. UNLESS OTHERWISE INDICATED, THE GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN. CONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION WHERE CHASES AND OPENINGS ARE REQUIRED. KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN THE CONSTRUCTION OF THE PROJECT, AND EXECUTE WORK IN A MANNER AS TO NOT INTERFERE WITH OR DELAY THE WORK OF OTHER TRADES. FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALE DIMENSIONS. CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OCCUR. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS THAT COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION. PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM. 15A 1 -6 ORDINANCES AND CODES WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME), AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS (ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIEIY OF TESTING MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THE REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES OF INSPECTION TO OWNER. CONTRACTOR WILL BE HELD RESPONSIBLE FOR VIOLATIONS OF THE LAW. 15A 1 -7 PROTECTION OF EQUIPMENT AND MATERIALS STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIALS DELIVERED TO JOB SITE. COVER WITH WATERPROOF, TEAR — RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL THAT HAS BEEN DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND. KEEP PREMISES BROOM CLEAN FROM FOREIGN MATERIAL CREATED DURING WORK PERFORMED UNDER THIS CONTRACT. PIPING, EQUIPMENT, ETC. SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE WORK. PLUG OR CAP OPEN ENDS OF DUCTWORK AND PIPING SYSTEMS WHILE STORED AND INSTALLED DURING CONSTRUCTION WHEN NOT IN USE TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. 15A 1 -8 SUBSTITUTIONS THE BASE BID SHALL INCLUDE ONLY THE PRODUCTS FROM MANUFACTURERS SPECIFICALLY NAMED IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE CONSIDERED PRIOR TO RECEIPT OF BIDS UNLESS WRITTEN REQUEST FOR APPROVAL TO BID HAS BEEN RECEIVED BY THE ENGINEER AT LEAST TEN CALENDAR DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL INCLUDE THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED AND A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE INCLUDING DRAWINGS, CUTS, PERFORMANCE AND TEST DATA AND OTHER INFORMATION NECESSARY FOR AN EVALUATION. A STATEMENT SE ZING FORTH CHANGES IN OTHER MATERIALS, EQUIPMENT OR OTHER WORK THAT INCORPORATION OF THE SUBSTITUTE WOULD REQUIRE SHALL BE INCLUDED. THE BURDEN OF PROOF OF THE MERIT OF THE PROPOSED SUBSTITUTE IS UPON THE PROPOSER. THE ENGINEER'S DECISION OF APPROVAL OR DISAPPROVAL TO BID OF A PROPOSED SUBSTITUTION SHALL BE FINAL. THE TERMS "APPROVED ", "APPROVED EQUAL ", AND "EQUAL" REFER TO APPROVAL BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BID AS AN ALTERNATE. NO MATERIAL SUBSTITUTIONS SHALL BE CONSIDERED FOR APPROVAL PRIOR TO AWARD OF CONTRACT. COORDINATE AND VERIFY WITH OTHER TRADES WHETHER OR NOT THE SUBSTITUTED EQUIPMENT CAN BE INSTALLED AS SHOWN ON THE CONSTRUCTION DRAWINGS WITHOUT MODIFICATION TO ASSOCIATED SYSTEMS OR ARCHITECTURAL OR ENGINEERING DESIGN. INCLUDE ADDITIONAL COSTS FOR ARCHITECTURAL AND ENGINEERING DESIGN FEES IN BID IF DRAWING MODIFICATIONS ARE REQUIRED BECAUSE OF SUBSTITUTED EQUIPMENT. 15A 1 -9 SHOP DRAWINGS UPON BEING AWARDED A CONTRACT, SUBMIT TO THE ARCHITECT FOR APPROVAL, SIX (6) COPIES OF MANUFACTURER'S SHOP DRAWINGS FOR EQUIPMENT TO BE FURNISHED UNDER THIS CONTRACT, ITEMS REQUIRING COORDINATION BETWEEN CONTRACTORS AND SHEET METAL DUCTWORK FABRICATION DRAWINGS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, VERIFY THAT EQUIPMENT SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND WILL FIT THE AVAILABLE SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. THE ENGINEER'S CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS WILL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF MEMBERS, QUANTITIES, OMISSIONS OF COMPONENTS OR FITTINGS; COORDINATION OF ELECTRICAL REQUIREMENTS; OR FOR COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. PROCEED WITH THE PROCUREMENT AND INSTALLATION OF EQUIPMENT ONLY AFTER RECEIVING APPROVED SHOP DRAWINGS RELATIVE TO EACH ITEM. CATALOG DATA SHALL BE PROPERLY BOUND, IDENTIFIED, INDEXED AND TABBED IN A 3 —RING BINDER. EACH ITEM OR MODEL NUMBER SHALL BE CLEARLY MARKED AND ACCESSORIES INDICATED. LABEL THE CATALOG DATA WITH THE EQUIPMENT IDENTIFICATION ACRONYM OR NUMBER AS USED ON THE DRAWINGS AND INCLUDE PERFORMANCE CURVES, CAPACITIES, SIZES, MATERIALS, FINISHES, WIRING DIAGRAMS AND DEVIATIONS FROM SPECIFIED EQUIPMENT OR MATERIALS. MARK OUT INAPPLICABLE ITEMS. SHOP DRAWINGS WILL BE RETURNED WITHOUT REVIEW IF THE ABOVE MENTIONED REQUIREMENTS ARE NOT MET. 15A 1 -10 ELECTRONIC DRAWING FILES IN PREPARATION OF SHOP DRAWINGS, CONTRACTOR MAY, AT HIS OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD OR DXF FORMAT ON 3.5 INCH FLOPPY DISK, 100 MB ZIP DISK OR CD —ROM DISK, AS DESIRED, FROM THE ENGINEER FOR A SHIPPING AND HANDLING FEE OF $200 FOR A DRAWING SET UP TO 12 SHEETS AND $15 PER SHEET FOR EACH ADDITIONAL SHEET. CONTRACTOR SHALL CONTACT THE ARCHITECT FOR WRITTEN AUTHORIZATION AND ENGINEER FOR THE NECESSARY RELEASE AGREEMENT FORM AND TO SPECIFY SHIPPING METHOD AND DRAWING FORMAT. IN ADDITION TO PAYMENT, ARCHITECT'S WRITTEN AUTHORIZATION AND ENGINEER'S RELEASE AGREEMENT FORM MUST BE RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. 15A 1-11 OPERATION AND MAINTENANCE INSTRUCTIONS DURING THE COURSE OF CONSTRUCTION, COLLECT AND COMPILE A COMPLETE BROCHURE OF EQUIPMENT FURNISHED AND INSTALLED ON THIS PROJECT. INCLUDE OPERATIONAL AND MAINTENANCE INSTRUCTIONS, MANUFACTURER'S CATALOG SHEETS, WIRING DIAGRAMS, PARTS LISTS, APPROVED SHOP DRAWINGS, AND DESCRIPTIVE LITERATURE AS FURNISHED BY THE EQUIPMENT MANUFACTURER. INCLUDE AN INSIDE COVER SHEET THAT LISTS THE PROJECT NAME, DATE, OWNER, ARCHITECT, CONSULTING ENGINEER, GENERAL CONTRACTOR, SUB — CONTRACTOR, AND AN INDEX OF CONTENTS. SUBMIT THREE COPIES OF LITERATURE BOUND IN APPROVED BINDERS WITH INDEX AND TABS SEPARATING EQUIPMENT TYPES TO THE ARCHITECT AT THE TERMINATION OF THE WORK. PAPER CLIPS, STAPLES, RUBBER BANDS, AND MAILING ENVELOPES ARE NOT CONSIDERED APPROVED BINDERS. FINAL APPROVAL OF MECHANICAL SYSTEMS INSTALLED UNDER THIS CONTRACT WILL BE WITHHELD UNTIL THIS EQUIPMENT BROCHURE IS RECEIVED AND DEEMED COMPLETE BY THE ARCHITECT AND ENGINEER. INSTRUCT WORKMEN TO SAVE REQUIRED LITERATURE SHIPPED WITH THE EQUIPMENT ITSELF, FOR INCLUSION IN THIS BROCHURE. PROVIDE "AS— BUILT" DRAWINGS (SEE DIVISION 1 AND GENERAL CONDITIONS). 15A 1-12 TRAINING AT A TIME MUTUALLY AGREED UPON BETWEEN THE OWNER AND CONTRACTOR, PROVIDE THE SERVICES OF A FACTORY TRAINED AND AUTHORIZED REPRESENTATIVE TO TRAIN OWNER'S DESIGNATED PERSONNEL ON THE OPERATION AND MAINTENANCE OF THE EQUIPMENT PROVIDED FOR THIS PROJECT. PROVIDE TRAINING TO INCLUDE BUT NOT BE LIMITED TO AN OVERVIEW OF THE SYSTEM AND /OR EQUIPMENT AS IT RELATES TO THE FACILITY AS A WHOLE; OPERATION AND MAINTENANCE PROCEDURES AND SCHEDULES RELATED TO STARTUP AND SHUTDOWN, TROUBLESHOOTING, SERVICING, PREVENTIVE MAINTENANCE AND APPROPRIATE OPERATOR INTERVENTION; AND REVIEW OF DATA INCLUDED IN THE OPERATION AND MAINTENANCE MANUALS. SUBMIT A CERTIFICATION LETTER TO THE ARCHITECT STATING THAT THE OWNER'S DESIGNATED REPRESENTATIVE HAS BEEN TRAINED AS SPECIFIED HEREIN. LEIIER SHALL INCLUDE DATE, TIME, ATTENDEES AND SUBJECT OF TRAINING. THE CONTRACTOR AND THE OWNER'S REPRESENTATIVE SHALL SIGN THE CERTIFICATION LE I I ER INDICATING AGREEMENT THAT THE TRAINING HAS BEEN PROVIDED. SCHEDULE OWNER TRAINING WITH AT LEAST 7 DAYS' ADVANCE NOTICE. 15A 1 -14 WARRANTIES WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER. AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE COMMENCEMENT DATE AND TERM. 15A 1-15 CUTTING AND PATCHING PERFORM CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED TO INSTALL WORK UNDER THIS SECTION. OBTAIN PERMISSION FROM THE ARCHITECT PRIOR TO CUTTING. DO NOT CUT OR DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. PATCHING SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION. REPAIR AND REFINISH AREAS DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT. 15A 1 -16 ROUGH —IN COORDINATE WITHOUT DELAY ROUGHING ---IN WITH GENERAL CONSTRUCTION. CONCEAL PIPING AND CONDUIT ROUGH —IN EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. 15A 1 -18 STRUCTURAL STEEL STRUCTURAL STEEL USED FOR SUPPORT OF EQUIPMENT, DUCTWORK AND PIPING SHALL BE NEW, CLEAN, AND CONFORM TO ASTM DESIGNATION A -36. SUPPORT MECHANICAL COMPONENTS FROM THE BUILDING STRUCTURE. DO NOT SUPPORT MECHANICAL COMPONENTS FROM CEILINGS, OTHER MECHANICAL OR ELECTRICAL COMPONENTS, AND OTHER NON — STRUCTURAL ELEMENTS. 15A 1 -19 ACCESS DOORS PROVIDE ACCESS DOORS IN CEILINGS, WALLS, ETC. WHERE INDICATED OR REQUIRED FOR ACCESS OR MAINTENANCE TO CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE CONCEALED HINGES, SCREWDRIVER —TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION AND COLOR BEFORE ORDERING. 15A 1-20 PENETRATIONS SEAL MECHANICAL FLOOR, EXTERIOR WALL AND ROOF PENETRATIONS WATERTIGHT AND WEATHERTIGHT. SEAL AROUND MECHANICAL PENETRATIONS WITH 3M CP -25 FIRE BARRIER CAULK (THICKNESS AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN FIRE RESISTANCE RATING OF FIRE—RATED ASSEMBLIES. PROVIDE PREFABRICATED ROOF CURBS MANUFACTURED BY CUSTOM CURB, INC., PATE COMPANY, THYCURB OR APPROVED EQUAL. PROVIDE ROOF CURB WITH FACTORY INSTALLED WOOD NAILER; WELDED, 18 GAUGE GALVANIZED STEEL SHELL, BASE PLATE AND FLASHING; 1-1/2" THICK, 3 POUND RIGID INSULATION; FULLY MITERED 3 —INCH RAISED CANT; COVER OF WEATHER— RESISTANT, WEATHER —PROOF MATERIAL AND PIPE COLLAR OF WEATHER — RESISTANT MATERIAL WITH STAINLESS STEEL PIPE CLAMPS. 15A 1-21 AIR FILTERS PROVIDE FARR 30/30 PLEATED, THROWAWAY TYPE FILTERS, UNLESS OTHERWISE INDICATED. AIR UNITS SHALL HAVE NEW FILTERS INSTALLED WHEN THEY ARE OPERATED BEFORE FINAL ACCEPTANCE. FILTERS SHALL BE MANUFACTURED BY AMERICAN AIR FILTER, FARR, FLANDERS, OR APPROVED EQUAL. IF HVAC EQUIPMENT IS USED DURING THE CONSTRUCTION PERIOD, CONTRACTOR SHALL PROVIDE ONE SET OF FILTERS WHEN THE UNIT IS STARTED AND REPLACE FILTERS WHEN NEEDED, BUT NOT LESS THAN EVERY MONTH. ON THE DAY OF SUBSTANTIAL COMPLETION, THE CONTRACTOR SHALL CLEAN THE UNIT AND PROVIDE A NEW SET OF FILTERS IN THE UNIT. 15A 1 -23 ELECTRICAL WIRING LINE VOLTAGE WIRING SHALL BE PROVIDED BY DIVISION 16. LINE VOLTAGE CONTROL AND INTERLOCK WIRING FOR MECHANICAL SYSTEMS SHALL ALSO BE PROVIDED BY DIVISION 16 CONTRACTOR. LOW VOLTAGE CONTROL WIRING SHALL BE PROVIDED BY THE DIVISION 15 CONTRACTOR. FURNISH WIRING DIAGRAMS TO THE DIVISION 16 CONTRACTOR AS REQUIRED FOR PROPER EQUIPMENT HOOKUP. COORDINATE WITH THE DIVISION 16 CONTRACTOR THE ACTUAL WIRE SIZING AMPS FOR MECHANICAL EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. 15A 1 -24 REFRIGERANT AND OIL PROVIDE FULL REFRIGERANT AND OIL CHARGE IN EXISTING AIR CONDITIONING REFRIGERATION SYSTEMS. 15A 1-25 FINAL TESTING AND ADJUSTMENTS PERFORM TEST READINGS ON FANS, UNITS, COILS, ETC. AND ADJUST EQUIPMENT TO DELIVER SPECIFIED AMOUNTS OF AIR. PREPARE TESTING AND BALANCING REPORT LOG SHOWING AIR SUPPLY QUANTITIES, AIR ENTERING AND LEAVING TEMPERATURES AND PRESSURES, FAN AND UNIT TEST READINGS, MOTOR VOLTAGE AND AMP DRAWS, ETC., AND SUBMIT SIX COPIES OF THE FINAL COMPILATION OF DATA TO THE ARCHITECT FOR EVALUATION AND APPROVAL BEFORE FINAL INSPECTION OF THE PROJECT. BALANCE AIR SYSTEMS TO WITHIN PLUS OR MINUS 10 PERCENT FOR TERMINAL DEVICES AND BRANCH LINES AND PLUS OR MINUS 5 PERCENT FOR MAIN DUCTS AND AIR HANDLING EQUIPMENT OF THE AMOUNT OF AIR SHOWN ON THE DRAWINGS. FURTHER ADJUSTMENTS SHALL BE MADE TO OBTAIN UNIFORM TEMPERATURE IN SPACES. ADJUST EQUIPMENT TO OPERATE AS INTENDED BY THE SPECIFICATION. ALIGN BEARINGS AND REPLACE BEARINGS THAT HAVE DIRT OR FOREIGN MATERIAL IN THEM WITH NEW BEARINGS WITHOUT ADDITIONAL COST TO THE OWNER. BALANCE CONTRACTOR SHALL INCLUDE IN THE REPORT ANY IMPROPERLY INSTALLED OR MISSING BALANCING DEVICES THAT WOULD NEGATIVELY IMPACT THE SYSTEM OPERATION. ADJUST THERMOSTATS AND CONTROL DEVICES TO OPERATE AS INTENDED. ADJUST BURNERS, FANS, ETC. FOR PROPER AND EFFICIENT OPERATION. CERTIFY TO ARCHITECT THAT ADJUSTMENTS HAVE BEEN MADE AND THAT SYSTEM IS OPERATING SATISFACTORILY. FURTHER ADJUSTMENTS SHALL BE MADE TO OBTAIN UNIFORM TEMPERATURE IN SPACES. CALIBRATE, SET, AND ADJUST AUTOMATIC TEMPERATURE CONTROLS. CHECK PROPER SEQUENCING OF INTERLOCK SYSTEMS, AND OPERATION OF SAFETY CONTROLS. 15A 1 -26 EQUIPMENT FURNISHED BY OTHERS PROVIDE NECESSARY EQUIPMENT AND ACCESSORIES THAT ARE NOT PROVIDED BY THE EQUIPMENT SUPPLIER OR OWNER TO COMPLETE INSTALLATION OF COOKING EQUIPMENT, WASHING EQUIPMENT, ETC., FURNISHED BY OTHERS, IN LOCATIONS AS INDICATED ON THE DRAWINGS AND /OR DESCRIBED IN THE GENERAL NOTES TO THIS CONTRACTOR. EQUIPMENT AND ACCESSORIES NOT PROVIDED BY THE EQUIPMENT SUPPLIER MAY INCLUDE FLUES, VENTS, INTAKES, ASSOCIATED ROOF JACKS AND CAPS TO OUTDOORS, DAMPERS, IN —LINE FANS, ROOF FANS, CONTROL INTERLOCKS, ETC. AS REQUIRED FOR PROPER OPERATION OF THE COMPLETE SYSTEM IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT ROUGH —IN DIMENSIONS, AND SHALL VERIFY SAME WITH ARCHITECT AND /OR EQUIPMENT SUPPLIER PRIOR TO SERVICE INSTALLATIONS. 15A 1 -27 MISCELLANEOUS REMODELING WORK REMOVE ALL UNUSED EQUIPMENT, DUCTWORK, PIPING AND ASSOCIATED SUPPORTS. CAP DUCTWORK AND PIPING AT MAINS AND SEAL AIR AND WATER TIGHT. PROVIDE ITEMS OF HVAC SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING REMODELING, AS NOTED ON THE DRAWINGS OR NECESSARY FOR PROPER OPERATION. MATCH EXISTING MATERIALS AND CONSTRUCTION TECHNIQUES WHEN MODIFYING EXISTING SYSTEMS UNLESS SPECIFIED OTHERWISE. COORDINATE ADDITIONAL REQUIREMENTS WITH GENERAL CONTRACTOR AND ARCHITECT. SEAL AIRTIGHT EXISTING DUCTWORK REQUIRED TO BE ABANDONED IN PLACE OR NOT IN USE AT THE TERMINATION OF THE WORK. CAP AND SEAL WEATHERTIGHT EXISTING ROOF CURBS AND ROOF OPENINGS TO BE ABANDONED IN PLACE AS A RESULT OF EQUIPMENT REMOVAL. CLEAN AND REBALANCE EXISTING DUCTWORK, DIFFUSERS, REGISTERS, AND GRILLES INTENDED FOR REUSE AS REQUIRED OR AS INDICATED ON DRAWINGS. CLEAN AND REFURBISH EXISTING HVAC EQUIPMENT INTENDED FOR REUSE AS REQUIRED FOR PROPER OPERATION INCLUDING REPLACEMENT OF FILTERS, BELTS, MOTORS, REMOTE CONTROLS, AND SAFETY INTERLOCKS. 15A 1 -28 BUILDING OPERATION COMPLY WITH THE SCHEDULE OF OPERATIONS AS OUTLINED IN THE ARCHITECTURAL PORTIONS OF THIS SPECIFICATION. BUILDING SHALL BE IN CONTINUOUS OPERATION. ACCOMPLISH WORK REQUIRING INTERRUPTION OF BUILDING OPERATION AT A TIME WHEN THE BUILDING I5 NOT IN OPERATION, AND ONLY WITH WRITTEN APPROVAL OF BUILDING OWNER AND /OR TENANT. COORDINATE INTERRUPTION OF BUILDING OPERATION WITH THE OWNER AND /OR TENANT A MINIMUM OF SEVEN DAYS IN ADVANCE OF WORK. 15A 2 INSULATION AND SHEET METAL WORK 15A 2 -1 DUCT INSULATION PROVIDE DUCT LINER IN RECTANGULAR AND ROUND SUPPLY AND RETURN AIR DUCTWORK. LINER SHALL BE 1" (MINIMUM R -4.2) THICK, 3 POUND DENSITY FIBERGLASS, CERTAINTEED CORP. "TOUGHGARD" OR OWENS— CORNING "AEROFLEX DUCT LINER. LINER SURFACE SHALL SERVE AS A BARRIER AGAINST INFILTRATION OF DUST AND DIRT, SHALL MEET ASTM C 1338 FOR FUNGI RESISTANCE AND SHALL BE CLEANABLE USING DUCT CLEANING METHODS AND EQUIPMENT OUTLINED BY NORTH AMERICAN INSULATION MANUFACTURERS ASSOCIATION (NAIMA) DUCT CLEANING GUIDE. INSTALL WITH LINER ADHESIVE AND MECHANICAL FASTENERS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. DUCTWORK SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. INCREASE SHEET METAL BY LINER THICKNESS IN BOTH DIRECTIONS WHERE LINER IS INSTALLED. COVER CONCEALED RIGID ROUND AND RECTANGULAR SUPPLY AND RETURN AIR DUCTWORK WITH 1-1/2" (MINIMUM R -4.2) THICK DUCT WRAP, CERTAINTEED OR EQUAL OWENS— CORNING, 3/4 POUND DENSITY, WITH HEAVY —DUTY FOIL— SCRIM —KRAFT FACING, AND WITH JOINTS TAPED WITH 3" WIDE FOIL TAPE. INSULATING MATERIALS, ADHESIVES, COATINGS, ETC., SHALL NOT EXCEED FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPED RATING OF 50 PER ASTM E 84. CONTAINERS FOR MASTICS AND ADHESIVES SHALL HAVE U.L. LABEL. 15A 2 -2 DUCTWORK PROVIDE GALVANIZED STEEL DUCTWORK AND HOUSINGS AS SHOWN ON DRAWINGS. CONSTRUCT DUCTWORK INCLUDING FITTINGS AND TRANSITIONS IN CONFORMANCE WITH CURRENT SMACNA STANDARDS RELATIVE TO GAUGE, BRACING, JOINTS, ETC. MINIMUM THICKNESS OF DUCT SHALL BE 26 —GAUGE SHEET METAL. REINFORCE HOUSINGS AND DUCTWORK OVER 30" WITH 1-1/4" ANGLES NOT LESS THAN 5' -6" ON CENTERS, AND CLOSER IF REQUIRED FOR SUFFICIENT RIGIDITY TO PREVENT VIBRATION. SUPPORT HORIZONTAL RUNS OF DUCT FROM STRAP IRON HANGERS ON CENTERS NOT TO EXCEED 8' -0 ". DO NOT SUPPORT CEILING GRID, CONDUITS, PIPES, EQUIPMENT, ETC. FROM DUCTWORK. COORDINATE ROUTING OF DUCTWORK WITH OTHER CONTRACTORS SUCH THAT PIPING, ELECTRICAL CONDUIT, AND ASSOCIATED SUPPORTS ARE NOT ROUTED THROUGH THE DUCTWORK. CONSTRUCT SUPPLY DUCTS TO MEET SMACNA POSITIVE PRESSURE OF 2" W.G. CONSTRUCT RETURN, OUTDOOR AND EXHAUST DUCTWORK UPSTREAM OF FANS TO MEET SMACNA NEGATIVE PRESSURE OF 1" W.G. EXPOSED DUCTWORK TO BE FIELD PAINTED SHALL HAVE GALVANIZED METAL PRIMER APPLIED IN THE SHOP AFTER FABRICATION AND PRIOR TO SHIPPING. SEAL DUCTWORK WITH HEAVY LIQUID SEALANT, HARDCAST IRONGRIP 601, DESIGN POLYMER DP 1010 , UNITED MCGILL DUCT SEALER OR APPROVED EQUAL, APPLIED ACCORDING TO SEALANT MANUFACTURER'S INSTRUCTIONS. FOR DUCTS WITH PRESSURE CLASSIFICATION OF 2" W.G. SEAL LONGITUDINAL AND TRANSVERSE DUCTWORK JOINTS AIRTIGHT TO MEET SMACNA CLASS B. FOR DUCTS WITH PRESSURE CLASSIFICATION LESS THAN 2" W.G. SEAL TRANSVERSE JOINTS AIRTIGHT TO MEET SMACNA CLASS C. TAPES AND MASTICS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A. PROVIDE RADIUS ELBOWS, TURNS, AND OFFSETS WITH A MINIMUM CENTERLINE RADIUS OF 1 -1/2 TIMES THE DUCT WIDTH. WHERE SPACE DOES NOT PERMIT FULL RADIUS ELBOWS, PROVIDE SHORT RADIUS ELBOWS WITH A MINIMUM OF TWO CONTINUOUS SPLITTER VANES. VANES SHALL BE THE ENTIRE LENGTH OF THE BEND. PROVIDE MITERED ELBOWS WHERE SPACE DOES NOT PERMIT RADIUS ELBOWS, WHERE SHOWN ON THE DRAWINGS, OR AT THE OPTION OF THE CONTRACTOR WITH THE ENGINEER'S APPROVAL. MITERED ELBOWS LESS THAN 45 DEGREES SHALL NOT REQUIRE TURNING VANES. MITERED ELBOWS 45— DEGREES AND GREATER SHALL HAVE SINGLE THICKNESS TURNING VANES OF SAME GAUGE AS DUCTWORK, RIGIDLY FASTENED WITH GUIDE STRIPS IN DUCTWORK. VANES FOR MITERED ELBOWS SHALL BE PROVIDED IN ALL SUPPLY AND EXHAUST DUCTWORK AND IN RETURN AND OUTSIDE AIR DUCTWORK THAT HAS AN AIR VELOCITY EXCEEDING 1000 FPM. DO NOT INSTALL VANES IN GREASE DUCTWORK. DUCTS SHALL BE CONNECTED TO FANS, FAN CASINGS AND FAN PLENUMS BY MEANS OF FLEXIBLE CONNECTORS. FLEXIBLE CONNECTORS SHALL BE NEOPRENE COATED GLASS CLOTH CANVAS CONNECTIONS, DURO —DYNE, ELGEN, VENTFABRIC OR EQUAL. FLEXIBLE CONNECTORS SHALL HAVE A FLAME SPREAD OF 25 OR LESS AND SMOKE DEVELOPED RATING NOT HIGHER THAN 50. MAKE AIRTIGHT JOINTS AND INSTALL WITH MINIMUM 1-1/2" SLACK. PROVIDE BALANCING DAMPERS, MANUFACTURED BY RUSKIN, GREENHECK, NAILOR INDUSTRIES, CESCO, LOUVERS & DAMPERS, POTTORFF OR APPROVED EQUAL, WHERE SHOWN ON DRAWINGS AND WHEREVER NECESSARY FOR COMPLETE CONTROL OF AIR FLOW. SPLITTER DAMPERS SHALL BE CONTROLLED BY LOCKING QUADRANTS; PROVIDE YOUNG REGULATOR OR VENTLOK END BEARINGS FOR THE DAMPER ROD. RECTANGULAR VOLUME DAMPERS SHALL BE OPPOSED BLADE INTERLOCKING TYPE. ROUND VOLUME DAMPERS SHALL BE BUTTERFLY TYPE CONSISTING OF CIRCULAR BLADE MOUNTED TO A SHAFT. DAMPER LEAKAGE FOR OUTSIDE AIR DAMPERS SHALL NOT EXCEED 6.5 CFM /SQUARE FOOT IN FULL CLOSED POSITION AT 4" WG PRESSURE DIFFERENTIAL ACROSS DAMPER. REFERENCE MANUFACTURER AND MODEL NUMBER FOR OUTSIDE AIR DAMPERS IS RUSKIN MODEL CD -50. PROVIDE FLEXMASTER MODEL STO OR EQUAL 45 DEGREE RECTANGULAR /ROUND SIDE TAKEOFF FITTING WITH MODEL SLBO DOUBLE BEARING DAMPER WITH INSULATION BUILD OUT FOR ROUND DUCTWORK BRANCH TAKEOFFS TO INDIVIDUAL AIR DEVICES. WHERE ACCESS TO DAMPERS THROUGH A HARD CEILING IS REQUIRED, PROVIDE A METROPOLITAN AIR TECHNOLOGY MODEL RT -250 OR EQUAL BY YOUNG'S REGULATOR CONCEALED, CABLE OPERATED VOLUME DAMPER WITH REMOTE OPERATOR. DAMPER SHALL BE ADJUSTABLE THROUGH THE DIFFUSER FACE OR FRAME WITH STANDARD 1/4" NUTDRIVER OR FLAT SCREWDRIVER. CABLE ASSEMBLY SHALL ATTACH TO DAMPER AS ONE PIECE WITH NO LINKAGE ADJUSTMENT. POSITIVE, DIRECT, TWO —WAY DAMPER CONTROL SHALL BE PROVIDED WITH NO SLEEVES, SPRINGS OR SCREW ADJUSTMENTS TO COME LOOSE AFTER INSTALLATION. SUPPORT CABLE ASSEMBLY TO AVOID BENDS AND KINKS IN CABLE. ROUND OR OVAL DUCTWORK SHALL BE SEMCO, UNITED, WESCO OR EQUAL, SHEETMETAL, WITH SMOOTH INTERIOR SURFACE, WITH LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) ROUND DUCTWORK GAUGES PER THE FOLLOWING TABLE (REFERENCE SMACNA HVAC DUCT CONSTRUCTION STANDARDS FOR GAUGES WHEN PRESSURES EXCEED 2" W.G.): SIZE 14" & UNDER 15" THRU 26" 28" THRU 36" 38" THRU 50" 52" THRU 60" GAUGE 26 24 22 20 18 LINDAB SPIROSAFE, LEWIS & LAMBERT OR APPROVED EQUAL FACTORY — MANUFACTURED ROUND DUCTWORK AND FITTINGS MAY BE SUBSTITUTED FOR SPECIFIED ROUND BRANCH DUCTWORK, AT CONTRACTORS OPTION. HEAVY LIQUID JOINT SEALANT MAY BE OMITTED ON FACTORY— MANUFACTURED ROUND DUCTWORK. LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) FITTINGS 24" IN DIAMETER AND LESS SHALL BE PREFABRICATED, SPOTWELDED AND INTERNALLY SEALED. CONTINUOUSLY WELD FITTINGS LARGER THAN 24" IN DIAMETER. FITTING GAUGE SHALL BE 22 GAUGE FOR 36" FITTINGS AND UNDER, 20 GAUGE FOR LARGER SIZES. 90 DEGREE TEE'S SHALL BE CONICAL TYPE. SEAL LONGITUDINAL AND TRANSVERSE DUCTWORK JOINTS AIRTIGHT WITH HEAVY LIQUID SEALANT APPLIED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. PROVIDE GAUGE THICKNESS IN MEDIUM PRESSURE (DUCT PRESSURE CLASS 3" TO 6" W.G.) DUCTWORK AS RECOMMENDED BY SMACNA. 15A 2 -3 FLEXIBLE DUCT LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) AND MEDIUM PRESSURE (DUCT PRESSURE CLASS 2.1" TO 6" W.G.) FLEXIBLE DUCT SHALL BE FLEXMASTER TYPE 813, THERMAFLEX TYPE G —KM, OR EQUAL (FIRE RETARDANT POLYETHYLENE) PROTECTIVE VAPOR BARRIER, U.L.181 CLASS 1, ACOUSTICAL INSULATED DUCT, 2" (R-6.0) FIBERGLASS INSULATION. PROVIDE CPE LINER WITH STEEL WIRE HELIX MECHANICALLY LOCKED OR PERMANENTLY BONDED TO THE LINER. FLEXIBLE DUCT RUNS SHALL NOT EXCEED 6 FEET IN LENGTH, AND SHALL BE INSTALLED STRAIGHT AS POSSIBLE AVOIDING TIGHT TURNS. INSTALL FLEXIBLE DUCT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. AT A MINIMUM, INSTALL TWO WRAPS OF DUCT TAPE AROUND THE INNER CORE CONNECTION AND A METALLIC OR NON— METALLIC CLAMP OVER THE TAPE AND TWO WRAPS OF DUCT TAPE OR A CLAMP OVER THE OUTER JACKET. DUCT CLAMPS SHALL BE LABELED IN ACCORDANCE WITH UL-1819 AND MARKED 181B—C. DUCT TAPE SHALL BE LABELED IN ACCORDANCE WITH UL 181B AND MARKED 181B—FX. 15A 2 -7 AIR DEVICES PROVIDE AIR DEVICES AS SCHEDULED ON DRAWINGS, MANUFACTURED BY CARNES, E.H. PRICE, KRUEGER, NAILOR INDUSTRIES, TITUS, OR TUTTLE & BAILEY. SELECT AIR DEVICES TO LIMIT ROOM NOISE LEVEL TO NO HIGHER THAN NC-30 UNLESS OTHERWISE SHOWN. PROVIDE DEVICES WITH A SOFT PLASTIC GASKET TO MAKE AN AIRTIGHT SEAL AGAINST THE MOUNTING SURFACE. COORDINATE FINAL LOCATION, FRAME, AND MOUNTING TYPE OF AIR DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLANS. SUBMIT COMPLETE SHOP DRAWINGS INCLUDING INFORMATION ON NOISE LEVEL, PRESSURE DROP, THROW, CFM FOR EACH AIR DEVICE, STYLES, BORDERS, ETC. CLEARLY MARKED WITH SPECIFIED EQUIPMENT NUMBER. SUBMIT SAMPLES OF EACH AIR DEVICE AS REQUESTED BY THE ENGINEER. PROVIDE WALL SUPPLY AIR REGISTERS WITH DOUBLE DEFLECTION BLADES AND OPPOSED BLADE DAMPERS. PROVIDE CEILING SUPPLY AIR REGISTERS OF ALUMINUM TYPE AND WITH THROW PATTERN AS INDICATED ON DRAWINGS. PROVIDE WALL MOUNTED RETURN AIR GRILLES AND EXHAUST AIR REGISTERS WITH HORIZONTAL 35 DEGREE ANGLE VISION —PROOF BARS. PROVIDE CONCEALED FASTENERS FOR WALL MOUNTED REGISTERS AND GRILLES. PROVIDE OPPOSED BLADE DAMPERS FOR SUPPLY AIR REGISTERS UNLESS INDICATED OTHERWISE. 15A 3 HVAC EQUIPMENT 15A 3 -17 ELECTRIC UNIT HEATERS PROVIDE ELECTRIC UNIT HEATERS AS SCHEDULED ON THE DRAWINGS, MANUFACTURED BY INDEECO, MARKEL, BRASCH, RAYWALL OR BERKO, STANDARD TYPE PROPELLER UNIT HEATERS WITH SIDEWALL MOUNTING BRACKETS AND HARDWARE FOR HORIZONTAL AIRFLOW. FURNISH HEATER FAN MOTORS COMPLETE WITH A MANUAL MOTOR STARTER WITH AUTOMATIC THERMAL CUTOUTS SIZED TO THE MOTOR LOAD, DISCONNECT SWITCH, AND OTHER CODE REQUIRED SAFETY DEVICES. PROVIDE REMOTE MOUNTED THERMOSTAT. JAN 11 2008 PEhsv ,., T AND w 1- 2 I-- I_ tp z E 0 0 1- 0 r - 0 0 0 fi IL 1- r all 0 0 0 r 0 DRAWING CONTENTS: MECHANICAL SPECIFICATIONS DRAWING NO.: MP3 SECTION 15B: PLUMBING: 15B1 GENERAL INSTRUCTIONS 15B 1 -1 GENERAL REQUIREMENTS REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. WORK REQUIRED UNDER THIS SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES AND LABOR REQUIRED TO COMPLETE THE ENTIRE PLUMBING SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. THE SPECIFICATIONS AND THE DRAWINGS ARE COMPLEMENTARY, AND ANY PORTION OF WORK DESCRIBED IN ONE SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES ON THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SAME PRIOR TO PROCEEDING WITH THE WORK INVOLVED, IN ORDER THAT CORRECT PROGRESS OF THE WORK MAY BE PERFORMED. 15B 1 -2 DEFINITIONS FURNISH: "TO SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS." INSTALL: "TO PERFORM ALL OPERATIONS AT THE PROJECT SITE INCLUDING, BUT NOT LIMITED T0, THE ACTUAL UNLOADING, UNPACKING, ASSEMBLING, ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, TESTING, COMMISSIONING, STARTING UP AND SIMILAR OPERATIONS, COMPLETE, AND READY FOR THE INTENDED USE." PROVIDE: "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." FURNISHED BY OWNER OR FURNISHED BY OTHERS: "AN ITEM FURNISHED BY THE OWNER OR UNDER OTHER DIVISIONS OR CONTRACTS, AND INSTALLED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE, AND READY FOR THE INTENDED USE, INCLUDING ALL ITEMS AND SERVICES INCIDENTAL TO THE WORK NECESSARY FOR PROPER INSTALLATION AND OPERATION. INCLUDE THE INSTALLATION UNDER THE WARRANTY REQUIRED BY THIS DIVISION." ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" IS THE ENGINEER OF RECORD AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, AND IS A CONSULTANT TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN THE GENERAL AND /OR SUPPLEMENTARY CONDITIONS. WHEN USED IN THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND OBLIGATIONS TO, THE "ARCHITECT ". AHJ: THE LOCAL CODE AND /OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION OVER THE WORK. NRTL: NATIONALLY RECOGNIZED TESTING LABORATORY, AS DEFINED AND LISTED BY OSHA IN 29 CFR 1910.7 (E.G., UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT_ THE TERMS "APPROVED EQUAL ", "EQUIVALENT ", OR "EQUAL" ARE USED SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER SPECIFIED ". THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, OR BOTH, BY AN NRTL, AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. 15B 1 -3 PREBID SITE VISIT PRIOR TO SUBMITTING BID, VISIT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 15B 1 -4 MATERIAL AND WORKMANSHIP MATERIAL, EQUIPMENT, AND APPARATUS PROVIDED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE, AND FREE FROM DEFECTS. MODEL NUMBERS LISTED IN SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT NECESSARILY INTENDED TO DESIGNATE THE REQUIRED TRIM, WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL NUMBERS. PIPE, PIPE FITTINGS, PIPE SPECIALTIES AND VALVES SHALL BE MANUFACTURED IN PLANTS LOCATED IN THE UNITED STATES. WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND "WORKMANLIKE" APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS SHALL BE MADE IN A MANNER THAT WILL COMPLY WITH APPLICABLE CODES AND LAWS. INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, CAPACITY, AND NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT OR PIPING AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL GRADE EQUIPMENT WILL NOT BE ACCEPTED UNLESS OTHERWISE INDICATED. REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF HIS WORK, INCLUDING CARTONS, CRATING, PAPER, STICKERS, AND /OR EXCAVATION MATERIAL NOT USED IN BACKFILLINC, ETC. CLEAN PIECES OF EQUIPMENT INSTALLED UNDER THIS CONTRACT TO PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF THE WORK. REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES AND REGULATIONS HAVING JURISDICTION. 15B 1 -5 COORDINATION COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER. UNLESS NOTED ELSEWHERE, GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN. CONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION REGARDING CHASES AND OPENINGS WHEN REQUIRED. CONTRACTOR SHALL KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN THE CONSTRUCTION OF THE PROJECT, AND SHALL EXECUTE HIS WORK IN SUCH A MANNER AS NOT TO INTERFERE WITH OR DELAY THE WORK OF OTHER TRADES. FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OCCUR. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND VERIFICATION. PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM. 15B 1 -6 ORDINANCES AND CODES WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME), AMERICAN SOCILIY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS (ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THE REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES OF INSPECTION TO OWNER. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY VIOLATION OF THE LAW. MAINTAIN NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE SAFETY OF THE PUBLIC. 15B 1 -7 PROTECTION OF EQUIPMENT AND MATERIAL STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIAL AFTER DELIVERY TO JOB SITE. COVER WITH WATERPROOF, TEAR - RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND AT HIS OWN EXPENSE. KEEP PREMISES BROOM CLEAN OF FOREIGN MATERIAL CREATED UNDER THIS CONTRACT. PIPING, EQUIPMENT, ETC. SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE WORK. PLUG OR CAP OPEN ENDS OF PIPING SYSTEMS DURING CONSTRUCTION WHEN NOT IN USE, PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. KEEP THE MANUFACTURER - PROVIDED PROTECTIVE COVERINGS ON FLOOR DRAINS, FLOOR SINKS AND TRENCH DRAINS DURING CONSTRUCTION. REMOVE COVERINGS AT THE TERMINATION OF THE WORK AND POLISH EXPOSED SURFACES. 15B 1-8 SUBSTITUTIONS THE BASE BID SHALL INCLUDE ONLY THE PRODUCTS FROM MANUFACTURERS SPECIFICALLY NAMED IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE CONSIDERED PRIOR TO RECEIPT OF BIDS UNLESS WRITTEN REQUEST FOR APPROVAL TO BID HAS BEEN RECEIVED BY THE ENGINEER AT LEAST TEN CALENDAR DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL INCLUDE THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED AND A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE INCLUDING DRAWINGS, CUTS, PERFORMANCE AND TEST DATA AND OTHER INFORMATION NECESSARY FOR AN EVALUATION. A STATEMENT SEIIING FORTH CHANGES IN OTHER MATERIALS, EQUIPMENT OR OTHER WORK THAT INCORPORATION OF THE SUBSTITUTE WOULD REQUIRE SHALL BE INCLUDED. THE BURDEN OF PROOF OF THE MERIT OF THE PROPOSED SUBSTITUTE IS UPON THE PROPOSER. THE ENGINEER'S DECISION OF APPROVAL OR DISAPPROVAL TO BID OF A PROPOSED SUBSTITUTION SHALL BE FINAL. THE TERMS "APPROVED ", "APPROVED EQUAL ", OR "EQUAL ", REFER TO APPROVAL BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BID AS AN ALTERNATE. NO MATERIAL SUBSTITUTIONS SHALL BE CONSIDERED FOR APPROVAL PRIOR TO AWARD OF CONTRACT. COORDINATE AND VERIFY WITH OTHER TRADES WHETHER OR NOT THE SUBSTITUTED EQUIPMENT CAN BE INSTALLED AS SHOWN ON THE CONSTRUCTION DRAWINGS WITHOUT MODIFICATION TO ASSOCIATED SYSTEMS OR ARCHITECTURAL OR ENGINEERING DESIGN. INCLUDE ADDITIONAL COSTS FOR ARCHITECTURAL AND ENGINEERING DESIGN FEES IN BID IF DRAWING MODIFICATIONS ARE REQUIRED BECAUSE OF SUBSTITUTED EQUIPMENT. 15B 1 -9 SHOP DRAWINGS UPON BEING AWARDED A CONTRACT, SUBMIT TO THE ARCHITECT FOR APPROVAL, SIX (6) COPIES OF MANUFACTURER'S SHOP DRAWINGS FOR EQUIPMENT TO BE FURNISHED UNDER THIS CONTRACT, ITEMS REQUIRING COORDINATION BETWEEN CONTRACTORS AND SHEET METAL DUCTWORK FABRICATION DRAWINGS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, VERIFY THAT EQUIPMENT SUBMITTED 15 MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND WILL FIT THE AVAILABLE SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. THE ENGINEER'S CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS WILL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF MEMBERS, QUANTITIES, OMISSIONS OF COMPONENTS OR FITTINGS; COORDINATION OF ELECTRICAL REQUIREMENTS; OR FOR COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. PROCEED WITH THE PROCUREMENT AND INSTALLATION OF EQUIPMENT ONLY AFTER RECEIVING APPROVED SHOP DRAWINGS RELATIVE TO EACH ITEM. CATALOG DATA SHALL BE PROPERLY BOUND, IDENTIFIED, INDEXED AND TABBED IN A 3-RING BINDER. EACH ITEM OR MODEL NUMBER SHALL BE CLEARLY MARKED AND ACCESSORIES INDICATED. LABEL THE CATALOG DATA WITH THE EQUIPMENT IDENTIFICATION ACRONYM OR NUMBER AS USED ON THE DRAWINGS AND INCLUDE PERFORMANCE CURVES, CAPACITIES, SIZES, MATERIALS, FINISHES, WIRING DIAGRAMS AND DEVIATIONS FROM SPECIFIED EQUIPMENT OR MATERIALS. MARK OUT INAPPLICABLE ITEMS. SHOP DRAWINGS WILL BE RETURNED WITHOUT REVIEW IF THE ABOVE MENTIONED REQUIREMENTS ARE NOT MET. 15B 1 -10 ELECTRONIC DRAWINGS IN PREPARATION OF SHOP. DRAWINGS, CONTRACTOR MAY, AT HIS OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD OR DXF FORMAT FROM THE ENGINEER FOR A SHIPPING AND HANDLING FEE OF $200 FOR A DRAWING SET UP TO 12 SHEETS AND $15 PER SHEET FOR EACH ADDITIONAL SHEET. CONTRACTOR SHALL CONTACT THE ARCHITECT FOR WRITTEN AUTHORIZATION. CONTRACTOR SHALL COMPLETE AND SEND THE FORM ATTACHED AT THE END OF THIS SECTION ALONG WITH A CHECK MADE PAYABLE TO HENDERSON ENGINEERS, INC. CONTRACTOR SHALL INDICATE THE DESIRED SHIPPING METHOD AND DRAWING FORMAT ON THE ATTACHED FORM. IN ADDITION TO PAYMENT, ARCHITECT'S WRITTEN AUTHORIZATION AND ENGINEER'S RELEASE AGREEMENT FORM MUST BE RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. 15B 1 -11 OPERATION AND MAINTENANCE INSTRUCTIONS DURING THE COURSE OF CONSTRUCTION, COLLECT AND COMPILE A COMPLETE BROCHURE OF EQUIPMENT FURNISHED AND INSTALLED ON THIS PROJECT. INCLUDE OPERATIONAL AND MAINTENANCE INSTRUCTIONS, MANUFACTURER'S CATALOG SHEETS, WIRING DIAGRAMS, PARTS LISTS, APPROVED SHOP DRAWINGS, AND DESCRIPTIVE LITERATURE AS FURNISHED BY THE EQUIPMENT MANUFACTURER. INCLUDE AN INSIDE COVER SHEET THAT LISTS THE PROJECT NAME, DATE, OWNER, ARCHITECT, CONSULTING ENGINEER, GENERAL CONTRACTOR, SUB- CONTRACTOR, AND AN INDEX OF CONTENTS. SUBMIT THREE COPIES OF LITERATURE BOUND IN APPROVED BINDERS TO THE ARCHITECT AT THE TERMINATION OF THE WORK. PAPER CLIPS, STAPLES, RUBBER BANDS, AND MAILING ENVELOPES ARE NOT CONSIDERED APPROVED BINDERS. FINAL APPROVAL OF MECHANICAL SYSTEMS INSTALLED UNDER THIS CONTRACT WILL BE WITHHELD UNTIL THIS EQUIPMENT BROCHURE IS RECEIVED AND DEEMED COMPLETE BY THE ARCHITECT AND ENGINEER. INSTRUCT WORKMEN TO SAVE REQUIRED LITERATURE SHIPPED WITH THE EQUIPMENT ITSELF, FOR INCLUSION IN THIS BROCHURE. PROVIDE "AS- BUILT" DRAWINGS (SEE SPECIAL CONDITIONS). 15B 1 -13 WARRANTIES COORDINATE WITH DIVISION 1 AND GENERAL CONDITIONS TO DETERMINE WHAT THE ACTUAL REQUIREMENTS ARE, AND MODIFY THE FOLLOWING AS REQUIRED SO AS TO NOT CONTRADICT THEM. WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER. AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE COMMENCEMENT DATE AND TERM. 15B 1 -16 COINCIDENTAL DAMAGE CONTRACTOR SHALL REPAIR STREETS, SIDEWALKS, DRIVES, PAVING, WALLS AND FINISHES ETC. THAT HE DAMAGES IN THE COURSE OF THIS PROJECT. REPAIR MATERIALS SHALL MATCH EXISTING CONSTRUCTION. REPAIR WORK SHALL MEET REQUIREMENTS OF THE LOCAL AUTHORITIES HAVING JURISDICTION AND MEET THE SATISFACTION OF THE ARCHITECT. 15B 1 -17 CUTTING AND PATCHING OBTAIN PERMISSION FROM THE ARCHITECT BEFORE CUTTING WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED BY THE PROJECT. DO NOT DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. PATCHING SHALL MATCH ORIGINAL MATERIAL AND CONSTRUCTION. REPAIR AND REFINISH AREAS DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT. 15B 1 -18 ROUGH -IN BEFORE STARTING CONSTRUCTION, COORDINATE WITH OTHER CONTRACTORS REGARDING ROUGH-IN WITH GENERAL CONSTRUCTION. CONCEAL PIPING, CONDUIT AND ROUGH -IN EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. 15B 1-20 STRUCTURAL STEEL STRUCTURAL STEEL USED FOR PIPE SUPPORTS, EQUIPMENT SUPPORTS, ETC., SHALL BE NEW AND CLEAN, AND SHALL CONFORM TO ASTM DESIGNATION A -36. SUPPORT PLUMBING EQUIPMENT AND PIPING FROM THE BUILDING STRUCTURE. DO NOT SUPPORT PLUMBING EQUIPMENT AND PIPING FROM CEILINGS, OTHER MECHANICAL OR ELECTRICAL COMPONENTS, AND OTHER NON - STRUCTURAL ELEMENTS. 15B 1 -21 ACCESS DOORS PROVIDE ACCESS DOORS IN CEILINGS AND WALLS WHERE INDICATED OR REQUIRED FOR ACCESS TO CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE CONCEALED HINGES, SCREWDRIVER- --TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION, AND COLOR BEFORE ORDERING. 15B 1 -22 PENETRATIONS SEAL FLOOR, EXTERIOR WALL, AND ROOF PENETRATIONS WATER AND WEATHERTIGHT WITH APPROPRIATE NON- SHRINK, NON-HARDENING COMMERCIAL CONSTRUCTION SEALANT. SEAL ROOF PENETRATIONS WITH 4 POUND PER SQUARE FOOT LEAD FLASHING. PROVIDE A SLEEVE, AND SEAL NON -FIRE -RATED FLOOR AND WALL PENETRATIONS WITH FIBERGLASS PACKING AND SILICONE CAULK (FOR ACOUSTICAL INSULATION). COORDINATE FIRE RATING REQUIREMENTS AND LOCATIONS WITH THE ARCHITECT. SEAL PIPING PENETRATIONS OF FIRE -RATED ASSEMBLIES WITH 3M # CP -25 FIRE BARRIER CAULK (PROVIDE THICKNESS AND METHOD AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN THE FIRE RESISTANCE RATING OF FIRE -RATED ASSEMBLIES. SEAL EXTERIOR WALL PENETRATIONS BELOW GRADE WITH CAST IRON WALL PIPES AND MODULAR MECHANICAL SLEEVE SEALS, MANUFACTURED BY THUNDERLINE / LINK SEAL, CALPICO, INC. AND METRAFLEX. PROVIDE SLEEVES FOR HORIZONTAL PIPE PASSING THROUGH OR UNDER FOUNDATION. SLEEVES SHALL BE CAST IRON SOIL PIPE TWO NOMINAL PIPE SIZES LARGER THAT THE PIPE TO SERVED. PROVIDE SLEEVES FOR VERTICAL PIPE PASSING THROUGH SLAB ON GRADE. SLEEVES SHALL BE SCHEDULE 40 PVC PIPE, TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. SEAL WATER -TIGHT WITH SILICONE CAULK. 15B 1-23 ELECTRICAL WIRING LINE VOLTAGE WIRING SHALL BE PROVIDED BY DIVISION 16. LINE VOLTAGE CONTROL AND INTERLOCK WIRING FOR PLUMBING SYSTEMS SHALL ALSO BE PROVIDED BY DIVISION 16 CONTRACTOR. LOW VOLTAGE CONTROL WIRING SHALL BE PROVIDED BY THE DIVISION 15 CONTRACTOR. FURNISH WIRING DIAGRAMS TO THE DIVISION 16 CONTRACTOR AS REQUIRED FOR PROPER EQUIPMENT HOOKUP. COORDINATE WITH THE DIVISION 16 CONTRACTOR THE ACTUAL WIRE SIZING AMPS FOR PLUMBING EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. 15B 1-24 EQUIPMENT FURNISHED BY OTHERS FURNISH AND INSTALL ROUGHED-IN WASTES, VENTS AND WATER SERVICES. PROVIDE ACCESSORY ITEMS THAT ARE REQUIRED BUT NOT FURNISHED WITH THE EQUIPMENT, INCLUDING TRAPS, STOP VALVES, PRV'S, INDIRECT DRAIN FROM EQUIPMENT TO FLOOR DRAINS, AND ACCESSORY ITEMS INDICATED OR REQUIRED FOR THE PROPER OPERATION OF THE COMPLETE SYSTEM AT THE TERMINATION OF THE WORK. DIVISION 15 CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT ROUGH -IN DIMENSIONS, AND SHALL VERIFY SAME WITH ARCHITECT AND /OR EQUIPMENT SUPPLIER PRIOR TO SERVICE INSTALLATIONS. 15B 1 -25 ALTERNATES REFER TO THE ARCHITECTURAL PORTION OF THE SPECIFICATION FOR LIST OF ALTERNATES. APPLICABLE SECTIONS OF THE BASE SPECIFICATIONS SHALL APPLY TO ALL WORK REQUIRED BY THE ALTERNATE UNLESS OTHERWISE SPECIFIED. DETERMINE WHETHER OR NOT AND HOW EACH ALTERNATE AFFECTS WORK. INCLUDE LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION SERVICES NECESSARY FOR AND INCIDENTAL TO THE COMPLETION OF WORK UNDER EACH PARTICULAR ALTERNATE. FURNISH SEPARATE BID FOR EACH ALTERNATE APPLICABLE TO WORK, STATING THE AMOUNT TO BE ADDED OR DEDUCTED FROM THE BASE BID. PROVIDE SERVICE PIPING AND ACCESSORIES REQUIRED TO COMPLETE UTILITY CONNECTIONS THAT ARE NOT FURNISHED BY THE SERVING UTILITY. COORDINATE WITH THE SERVING UTILITY COMPANY REGARDING ITEMS FURNISHED, WORK PERFORMED, AND PERMITS AND INSPECTIONS REQUIRED. PAY ASSOCIATED FEES OR CHARGES. 15B 1 -27 MISCELLANEOUS REMODELING WORK PROVIDE ITEMS OF PLUMBING SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING REMODELING, AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER OPERATION. MATCH EXISTING MATERIALS AND CONSTRUCTION TECHNIQUES WHEN MODIFYING EXISTING SYSTEMS. COORDINATE REQUIREMENTS WITH GENERAL CONTRACTOR AND ARCHITECT. EXISTING PLUMBING FIXTURES WHERE INDICATED ON THE DRAWINGS TO BE REUSED SHALL BE CLEANED, REPAIRED, PROVIDED WITH NEW WASHERS, ETC. AS REQUIRED TO PUT THEM INTO GOOD OPERATING CONDITION. PATCH HOLES WEATHER -TIGHT IN EXISTING ROOFS CAUSED BY REMOVAL OF PLUMBING ITEMS SUCH AS PIPING. MAKE CONNECTION OF NEW PIPE TO SIMILAR EXISTING WASTE, WATER AND GAS PIPE USING STANDARD FITTINGS AND JOINING PRACTICES. 15B 1 -30 GUARANTEE THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE THE FURNISHING, INSTALLATION, AND CONNECTION OF PLUMBING SYSTEMS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS. BY SIGNING THE CONTRACT, THE CONTRACTOR ACKNOWLEDGES THAT HE HAS ACQUAINTED HIMSELF WITH THE SITE AND THE EXISTING CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND THE DRAWINGS AND SPECIFICATIONS PERTAINING THERETO, AND HE INDICATES THAT HE WILL COMPLY WITH THE REQUIREMENTS AND INTENT OF PERTINENT DOCUMENTS IN THE PERFORMANCE OF THE WORK. GUARANTEE THAT THE PLUMBING INSTALLED UNDER THIS CONTRACT IS FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF JOB ACCEPTANCE BY THE OWNER. THIS SHALL INCLUDE A GUARANTEE OF FREE CIRCULATION OF LIQUIDS THROUGHOUT THE SYSTEM AS INTENDED WITHOUT LEAKS, EXCESSIVE NOISE, OR WATER HAMMER. IF DEFECTS OCCUR DURING THE ONE YEAR GUARANTEE PERIOD, REPAIR OR REPLACE SUCH DEFECTS AT NO EXPENSE TO THE OWNER, AND TO THE SATISFACTION OF THE OWNER, ARCHITECT AND ENGINEER. 15B2 PLUMBING PIPING 15B 2 -1 PIPING MATERIALS MATERIALS SPECIFIED OR NOTED ON THE DRAWINGS ARE SUBJECT TO THE APPROVAL OF LOCAL CODE AUTHORITIES. VERIFY APPROVAL BEFORE INSTALLING ANY MATERIAL OR JOINING METHOD. DOMESTIC WATER (COLD, HOT): DOMESTIC WATER PIPING INSTALLED ABOVE THE FLOOR SLAB INSIDE THE BUILDING SHALL BE TYPE "L" HARD TEMPER COPPER TUBE WITH WROUGHT COPPER FITTINGS AND SOLDERED CONNECTIONS MADE UP WITH 95/5 SOLDER. BRAZED MECHANICALLY FORMED TEE CONNECTIONS (T- DRILL) MAY BE USED IN COPPER LINES WHERE APPROVED BY CODE; CONNECTION SHALL BE MADE WITH BRAZED SILVER SOLDER (SILFOS) JOINTS IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. INTERIOR WASTE AND VENT ABOVE SLAB: WASTE AND VENT PIPE ABOVE SLAB INSIDE BUILDING SHALL BE HUBLESS CAST IRON SOIL PIPE AND FITTINGS WITH HUBLESS COUPLINGS. PVC SCHEDULE 40 DWV ASTM D2665 PIPE WITH PVC MEETING ASTM B1784, "SOLID WALL" CELL CLASS 12454 -B WITH ASTM 2665 SOCKET FITTINGS WITH SOLVENT WELD JOINTS IS ALSO PERMITTED WHERE APPROVED BY CODE, [EXCEPT WHERE OTHERWISE NOTED ON DRAWINGS]. (NOTE: PVC PIPING IS NOT ALLOWED IN CEILING RETURN AIR PLENUMS) JAN 1 1 2008 w 1- 0 2 1- W W 0 O r 0 0 O 01 t 1 t 1 11 m 0 w Y 0 w I z O r 0 0 DRAWING CONTENTS: PLUMBING SPECIFICATIONS DRAWING NO.: MP3.1 GENERAL NOTES ALL OF THE ELECTRICAL WORK SHALL CONFORM TO LOCAL ALL CONDUITS SHALL HAVE PULL STRINGS AND SHALL BE CLEARLY APPLICABLE CODES AND /OR THE STANDARD OF THE LATEST LABELED AT BOTH ENDS. TRASH COMPACTOR OUTLETS - TRASH COMPACTOR OUTLET TO NATIONAL ELECTRICAL CODE. ALL WIRING DEVICES TO BE BE 480V/3 PHASE, 60HZ, 30 AMP, FUSED AT 20 AMPS. COMMERCIAL SPECIFICATION GRADE. PROVIDE 3/4" EMT CONDUIT WITH PULL STRING IN PARTITIONS, REQUIRES FUSIBLE DISCONNECT. STUBBED OUT ABOVE CEILING AT TELE /JBOX SYMBOL LOCATIONS ELECTRICAL CONTRACTOR SHALL MAKE FINAL WIRING THE CEILING LIGHT LOCATIONS SHALL BE AS INDICATED ON AS INDICATED ON DRAWINGS, TYPICAL UNLESS NOTED OTHERWISE. CONNECTIONS. VERIFY WITH MICHAEL'S THE NEED FOR LIGHTING PLAN. ALL BALLAST SHALL BE TESTED AND CERTIFIED LOCKING ELECTRICAL ALL EXTERIOR OUTLETS SHALL BE RATED LOCKING 110V OUTLET ON SEPARATE CIRCUIT FOR COMPACTOR BEARING THE U.L. US,,,J NUMBER. POWER PAC HEATER. FOR EXTERIOR USE. ALL CONDUITS PENETRATING EXTERIOR WALL ALL LIGHTS SHALL BE CONTROLED VIA LIGHTING CONTACTOR(S) IN SHALL BE SEALED WATER TIGHT. ELECTRICAL CONTRACTOR SHALL PROVIDE ADDITIONAL EMERGENCY LIGHTS AND EXIT LIGHTS AS THE EMS PANEL (SLP). VERIFY NUMBER OF REQUIRED CIRCUITS WITH THE SIGN CONTRACTOR. REQUIRED BY BUILDING AND FIRE CODES. CHECK REQUIREMENT FOR ADDITIONAL REAR OR SIDE SIGNAGE WITH A 36" CLEAR ACCESS AISLE SHALL BE MAINTAINED IN FRONT MICHAELS CONSTRUCTION COORDINATOR. PROVIDE ELEC. PANELS WITH LOCKING COVERS AND TYPED OF THE ELECTRICAL DISTRIBUTION SYSTEM AND THE PHONE BOARD. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL A COMPLETE CIRCUIT DIRECTORIES. INDICATE CLEAR AISLE WITH FLOOR STRIPES PAINTED SAFETY YELLOW. FIRE ALARM SYSTEM WHERE REQUIRED BY CODE. FIRE ALARM ALL DEDICATED IG CIRCUITS TO BE IN ONE SEPARATE AND ALL POWER POLES ARE FURNISHED AND INSTALLED BY MICHAELS. PANEL SHALL BE BOSCH /RADIONICS 07024 AS PURCHASED FROM VENDOR LOCKABLE DEDICATED PANEL REFER TO ELECTRICAL RISER LOCATIONS AT FRONT OF SALES AREA, AND REAR WALL OF SALES USTED ON INDEX. FURNISH COMPLETE SYSTEM INCLUDING BUT NOT DIAGRAM THIS SHEET. AREA. REFER TO ELECTRICAL DRAWING FOR APPROXIMATE POWER LIMITED TO MANUAL PULLSTATIONS, HORNS /STROBES, SMOKE DETECTORS POLE LOCATIONS AND OUTLET DESCRIPTIONS FOR EACH POWER (INCLUDING DUCT DETECTORS FOR RTU'S), REMOTE ANNUNCIATOR, UPON COMPLETION OF ALL DEDICATED IG CIRCUITS AND WHILE POLE. REFER TO FIXTURE PLAN FOR EXACT POWER POLE AND CONNECTION TO SPRINKLER RISER TAMPER /FLOW SWITCHES. ACCESSIBLE TO VIEW, THE CONTRACTOR 15 TO CONTACT OWNER'S LOCATION. VERIFY FINAL LOCATION ON JOB SITE WITH SYSTEM SHALL BE DESIGNED AND INSTALLED BY GENERAL CONTRACTOR REPRESENTATIVE FOR HIS PHYSICAL INSPECTION OF WORK TO MICHAELS AGENT. TO MEET ALL APPLICABLE NATIONAL AND LOCAL CODES. PANEL SHALL VERIFY COMPLIANCE WITH CONSTRUCTION DOCUMENTS' INTENT. ALL DEVICES AND COVER PLATES SHALL BE WHITE UNLESS NOTED INCLUDE DIGITAL COMMUNICATOR (COORDINATE MONITORING REQUIREMENTS ELECTRICAL CONTRACTOR IS TO BE PRESENT FOR TESTING IF OTHERWISE ON PLANS. WITH MICHAELS). IF COMPLETE FIRE ALARM SYSTEM IS NOT REQUIRED, REQUIRED. AT THE END OF THE JOB, THE ELECTRICAL D7024 ALARM PANEL /COMMUNCIATOR MUST BE PROVIDED TO MONITOR CONTRACTOR WILL PROVIDE FULL TESTING OF ALL CIRCUITS. FRONT AND REAR CHECKOUT OUTLETS: PROVIDE ONE SPRINKLER TAMPER /FLOW SWITCHES. CONTRACTOR IS TO CONTACT THE OWNER AT LEAST ONE WEEK IN DEDICATED AND ISOLATED GROUND POWER, ONE NON- IF LOCAL CODES REQUIRE A KNOX BOX, SUCH SHALL BE FURNISHED ADVANCE OF ABOVE WORK COMPLETION FOR SCHEDULING OF DEDICATED POWER. AND INSTALLED BY G.C. THIS BOX MUST INCLUDE TAMPER INSPECTION VISITS. SWITCHES WITH 3/4" CONDUIT TO THE INTERIOR OF THE BUILDING ELECTRICAL CONTRACTOR SHALL PROVIDE ALL WIRING FOR NIRp THAN THREE OUTLETS PER DEDICATED ISOLATED GROUND THERMOSTATS /HVAC CONTROL AS REQUIRED. REFER TO PROVIDE TELEPHONE PANEL BOARD, REFER TO 02/E1 MECHANICAL AND EMS DRAWINGS FOR ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION. ALL IG OUTLET CIRC 3 SHALL HAVE LOCKS INSTALLED ON THE BREAKERS SO AS NOT TO BE TURNED OFF BY ACCIDENT. ALL CONTRACTOR SHALL PROVIDE TELEPHONE SERVICE CONDUIT AND DEDICATED OUTLETS TO HAVE ISOLATED GROUND . 25 -PAIR CABLE FROM POINT OF SERVICE TO TELEPHONE BOARD LOCATION. CABLE MUST TERMINATE AT RJ21X. (PUNCH DOWN BLOCK) LIGHT FIXTURE SCHEDULE MUST PURCHASE ITEMS FROM CITY LIGHTING CONTACT BLAIR GUTHRIE 800 -257 -2922 AND SEE REQUIRED VENDOR LIST QTY. MARK MANUF. CATALOG NUMBER VOLT WATT LAMPS MTN HT REMARKS DESCRIPTION CKT NO. METALUX MODEL#2HB632G- 277V- OS- QHE3X32- 277PLUS-- TCB- SHK- U- A- PC9- 277WHT FLUORESCENT HIGH -BAY 277 192 6 LAMP, F32T8 F032841XPEC0 4100 KELVIN PENDANT @ 18' -0" *A SPARE OFF SPARE (OFF) - - - NIGHT LIGHT 1 20 EX 10 2_0 20 20 20 20 20 20 20 20 20 20 ZO 20 20 20 20 20 20 20 20 20 188 20 20 20 20 1 20 1 20 20 1 20 20 20 2 20 1 20 20 1 20 1 20 OHO 0 0 0 0 0 0 OHO O 0 0 0 0 N (9 ,9 NNNN f t ...... 1r N t-- x-- r r r } r i METALUX 8TSS232 -EB81 W / E LECTRONIC BALLAST 277 128 4 4100 0 KE LVIN LAMP, F32T8 N VIN CEILING CEILING SURFACE TANDEM 8' -0" STRIP LIGHT PROVIDE WIRE GUARDS ON FIXTURES LOCATED PROVIDE CLIPS PER LOCAL CODE ON MEZZANINE AND FRAME ROOM. ±� 4 52 ,, ;;;_.. ' METALUX 8TSS232 -EB81 W /ELECTRONIC BALLAST AND BATTERY 277 128 4 LAMP, F32T8 F032841XPEC0 4100 KELVIN CEILING SURFACE TANDEM 8' -0" STRIP LIGHT CIRCUITED FOR NIGHT UTE OPERATION PROVIDE CUPS PER LOCAL CODE PROVIDE WIRE GUARDS ON FIXTURES LOCATED ON MEZZANINE AND FRAME ROOM. 1 ® METALUX SS232 -E381 WITH W/ ELECTRONIC BALLAST 277 64 FO32841 XPECD 4100 KELVIN CEILING SURFACE 4' -O" STRIP LIGHT VARIES EX METALUX SS232 - 2321 RH W/ ELECTRONIC TRONIC BALLAST 120 64 2 LAMP, F0328 41XPEC0 SP41 4100 KELVIN EXTERIOR SOFFIT 4 - H " COLD WEATHER HER BALLAST STRIP 600 RCPT - OFFICE �� 19 VARIES 0 HALO MODEL H870- 120 -870C SPECULAR REFLECTOR AND WHITE TRIM 120 28 COMPACT FLUORESCENT EXTERIOR SOFFIT FLUORESCENT RECESSED CAN FOR SOFFIT VARIES or 800 V ,' '/,I �f,,/�� 600 j �ffj' LUMARK WAL -PAK # MHWL250 MULTI TAP 120/277 250 METAL HALIDE WALL " @ 16'-0 REFER TO EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS AND LOCATIONS 27 WAL --PAK ' 1 /7/ RCPT - QUAD COLUMN SALES 28 30 3 RCPT - BREAK TELEVISION NITS u 31 LUMARK NITE -WATCH # MHNW-- PW- 70- 120V -LL 120 70 METAL HALIDE WALL @ 9' REFER TO EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS AND LOCATIONS 3 ►:'; 4 SURE -LITES CCX7ORWH 277 (2) 9 INCANDESCENT PAR 36 LED EXIT WALL ABOVE DOOR EXIT LIGHT BATTERY FIXTURE 1.5 HOURS 11 ~ R;'. 4 SUR -CITES CCX7ORWHDH 277 9 LED EXIT WALL © 14'_0" DIRECTIONAL EXIT LIGHT BATTERY FIXTURE 1.5 HOURS VARIES ' SURE -LITES CCX7ORWHDH DIRECTIONAL ARROW 277 9 LED EXIT SUSPEND @ 14' -O" EXIT LIGHT BATTERY FIXTURE 1.5 HOURS 14 NUM E // , 10 SURE -CITES XR12206 277 (2) 9 INCANDESCENT PAR 36 WALL @ 14 ° -0" 2 HEAD EMERGENCY BATTERY FIXTURE 1.5 HOURS SUB -FED BREAKER 44 2 CORD REEL SURE -CITES 12T-6-WHU 277 (2) 6 DUAL HEAD #029 -15 WALL ®16'_0" PROVIDE ADD'L REMOTE FIXTURES ONLY PER LOCAL AUTHORITY REQUIREMENTS SLAVE UNIT OFF OF XR12205 FIXTURES VARIES 47 HALO MODEL # 12T -8 -DWBK EXTERIOR EMERGENCY REMOTE HEADS 12 (2) 8 DUAL HEAD #029 -16 WALL ABOVE DOOR 2 HEAD REMOTE EMERGENCY HEADS SLAVED OFF OF XR12206 FIXTURES SURFACE MTD BELOW EXTERIOR LIGHTING j7 , -7- 277/ 7 48 50 49 CORD REEL 200 j �� 10 SPARE KOFF) 51 ELECT !CAL DEVICE SCHEDULE QTY. MARK MANUF. CATALOG NUMBER VOLT AMPS H T I N REMARKS 200 ffWAFA 10 SPARE (OFF) HUBBEL OR EQUAL COMMERCIAL SPEC GRADE DUPLEX #5362 125 20 WALL @ 18" AFF UNO GROUNDING TYPE PROVIDE WHITE COVER PLATE 20 1 1 20 LEVITON OR EQUAL COMMERCIAL SPEC GRADE 125 20 WALL @ 48" AFF UNO GROUND FAULT INTERUPTER TYPE PROVIDE WHITE COVER PLATE 10 20 20 20 20 20 20 20 = - If,/fffl, W = ��f® �� LEVITON OR EQUAL COMMERCIAL SPEC GRADE 220 20 WALL @ 48" AFF UNO GROUNDING TYPE PROVIDE WHITE COVER PLATE NMI 500 =MU 10 59 SPARE (CE)_ HUBBEL OR EQUAL COMMERCIAL SPEC GRADE DUPLEX #5362 125 20 CEILING 9' -0' & 10' -0" AFF TYPE PROVIDE WHITE COVER PLATE FLUSH WITH CEILING r i if " .' CONN. VA SPARE OFF SPARE 63 SPARE (OFF) / , // "AIM/ SUBTOTAL 64 ■•■ SPARE (OFF) HUBBEL OR EQUAL COMMERCIAL SPEC GRADE ISOLATED GROUND QUADPLEX 125 20 WALL @ 18" AFF UNO DEVICE IS ORANGE IN COLOR PROVIDE WHITE COVER PLATE .:. AMPS j , f,a CONN. VA 69 SPARE (OFF) �,�Qj�- COOLING HUBBEL OR EQUAL COMMERCIAL SPEC GRADE ISOLATED GROUND DUPLEX 125 20 WALL @ 18" AFF UNO DEVICE IS ORANGE IN COLOR PROVIDE WHITE COVER PLATE 70 71 SPARE (OFF) IMM_.1 AMPS �J �L. __- COMMERCIAL SPEC. GRADE DATA OUTLET 1.25 20 WALL © 48" AFF UNO LOCATION OF TELEPHONE OUTLET, SINGLE GANG BOX, EXTEND CONDUIT AS INDICATED TOTAL PHASE C - VA SPARE (OFF) - -- _ -- COMMERCIAL SPEC. GRADE PHONE OUTLET SPARE (OFF) - WALL @ 48" AFF UNO LOCATION OF DATA, EXTEND CONDUIT AS INDICATED 20 V §, CUSTOM JUNCTION BOX WITH 3/4" CONDUIT AND PULL STRINGS TO ABOVE CEILING 74 75 WALL @ 48" AFF UNO r� -� SUPP HEAT LEVITON OR EQUAL COMMERCIAL SPEC. GRADE SWITCH, SINGLE POLE 125 20 WALL @ 48" AFF UNO 2/ ; ; , 1t 500 DZC SITE CONTROLS DIGITAL ZONE CONTROLLER SEE SHEET MP1 FOR SPECIFICATIONS. SPARE (OFF) - -_ PANELBOARD NOTES 1. CONTROL /CIRCUIT VIA CONTACTORS IN EMS SYSTEM 2. PROVIDE /INSTALL LOCK - ON BREAKER 3. EXISTING CIRCUIT BREAKER TO REMAIN LTG TRACK - TRACK LENGTH SIGN /DISPLAY -- SIGNAGE & DISPLAY CASE REMOTE AIR TEMP. SENSOR. WIRE AND WIRING BY ELECTRICAL CONTRACTOR. 79 VAV SITE CONTROLS VARIABLE AIR VOLUME DUCT DAMPER AIR TEMPERATURE SENSOR 24V - --- WALL @ 72" AFF UNO TEMPERATURE SENSOR WIRING BY ELECTRICAL CONTR. SEPARATE TRANSFORMER IS REQ'D. MOUNT ABV. CEILING © 12' -0" AFF. r; %lT.r %� . / ' / 80 $2 SITE CONTROLS UNIT HEATER AIR TEMPERATURE SENSOR 24V - -- WALL @ 60" AFF UNO TEMPERATURE SENSOR WIRING BY ELECTRICAL CONTRACTOR. SPARE (OFF) 'i' /1 , , , GRAINGER 4" BELL TRIDENT 1FD16 W/ 4X743 TRANS 2 -1/2" BELL TRIDENT -1FD15 W/4X743 TRANS BUZZER TRIDENT -1FD14 W/ 4X743 TRANS 24V __- STRUCTURE 12' -0" AFF UNO 4" AND 2 -1/2" BELLS WILL RING ONCE EACH TIME THE SERVICE DOOR BELL IS PUSHED 4" AND 2-1/2" BELLS WILL RING CONTINUOUSLY WHEN ROLL -UP DOOR CONTACTORS ARE TRIPPED HVAC CONTROLS 84 E ] 4,400 EDWARDS #852 PUSH BUTTON DOOR BELL 4,080 4,820 SUBTOTAL TOTAL PHASE A - VA 9,640 LOAD CONN. VA DF SITE CONTROLS SCREAM LIGHTING PANEL 125 20 WALL @ 48" AFF UNO REFER TO EMS WIRING DIAGRAM. MUST BE PURCHASED FROM NATIONAL ACCOUNT VENDOR. AMPS - SLP COOLING 1.00 TOTAL PHASE B - VA EM ENERGY METER 14,080 0 1.25 1.0L5 1.00 SIGN /DISPLAY - 1.25 AMPS 83 LIGHTING COX REELS PC13- 5012 -A 125 20 BO �F SEE SEE E2 FOR QUANTITY. ORDER FROM CITY LIGHTING. EXISTING CR 1 .00 AMPS 64 LARGE MOTOR 1.25 TOTAL DEMAND TOTAL PNLBD - VA 27,160 MISC ELECTRICAL SYMBOLS JUNCTION BOX, 4" X 4" MIN. PROVIDE A MINIMUM OF 1/2" OR 3/4" EMT WITH PULL STRINGS a WITH COVER AS REQUIRED FOR USE. LABEL ALL PULL STRINGS CLEARLY AT 0011 ENDS. 1.00 1 _ DO \ 1 / MOTION SENSOR X A DRY TYPE TRANSFORMER P RANSS 1.25 25,120 VA THE WATT STOPPER CATALOG NO. Cl200 360 BRANCH CIRCUIT ELECTRIC PANEL 0 1 /3 EXHAUST FAN MOTOR AND HORSE POWER RATING / \ WITH NO. B277-EP 277V 277V POWER PACK MAX LIGHTING LOAD IS 20 AMPS REFER TO CITY LIGHTING ON REQUIRED VENDOR LIST 1 1.00 DESIGNATES HOME RUN CIRCUIT- SMALL HATCH INDICATES PHASE CONDUCTOR, LONG HATCH INDICATES NEUTRAL CONDUCTOR, HATCH WITH TICK INDICATES ISOLATED GROUND CONDUCTOR. NO HATCHES INDICATE UNDERSTOOD ONE PHASE & ONE NEUTRAL. PROVIDE ADDITIONAL GROUND IN ALL RACEWAYS (NOT SHOWN). PANELBOARD NOTES 1. PROVIDE LOCK -ON BREAKER. FEED THRU CONNECTION: (2) Seth of #3/0 2. PROVIDE GFCI BREAKER. 3. EXISTING CIRCUIT BREAKER TO REMAIN. LTG TRACK - TRACK LENGTH 4. REFER TO RISER DIAGRAM FOR WIRE SIZES. SIGN /DISPLAY - SIGNAGE & DISPLAY CASE ---� r rw"'` " . � MAIN DISTRIBUTION ELECTRIC PANEL DESIGNATES BRANCH CIRCUIT METER SOCKET AND METER BASE "UNO" UNLESS NOTED OTHERWISE M 2 C -� SPECIAL DEVICE CONTROL PANEL OR SWITCH. SEE CONVEYOR AND COMPACTOR "ETR" EXISTING TO REMAIN. DISCONNECT SWITCH NEMA -1, NEMA -3R, AS INDICATED ON PLANS REFER TO SPECIFIC PLAN NOTE FOR FUSE/ NON -FUSED DISCONNECT TYPES / - PANELBOARD: A (EXISTING) FAULT CURRENT: N/A EQUIPMENT GROUND BUS BUS AMPS: 400A AIC RATING: 10000 FULLY RATED MAIN SIZE /TYPE: 400A MCB SERVES: GENERAL POWER VOLTS /PHASE: 208Y/120V, 3PH, 4W MOUNTING: SURFACE SECTION: 1 LOCATION: ELECTRICAL ROOM CKT NO. DESCRIPTION VOLTAMPS PHASE WIRE NO. BKR AMP P P BKR AMP WIRE NO. VOLTAMPS PHASE DESCRIPTION DESCRIPTION CKT NO. A B C A B C *A SPARE OFF SPARE (OFF) - - - �/ {%j/�f�WANAM- 1 20 EX 10 2_0 20 20 20 20 20 20 20 20 20 20 ZO 20 20 20 20 20 20 20 20 20 .� 1 1 QQ 1 MU . � f 1 1 20 20 20 20 1 20 1 20 20 1 20 20 20 2 20 1 20 20 1 20 1 20 OHO 0 0 0 0 0 0 OHO O 0 0 0 0 N (9 ,9 NNNN f t ...... 1r N t-- x-- r r r } r i 10 10 10 10 12 12 10 10 10 8 10 10 10 10 10 ��j��f/f,�� 800 'T A FWAFIrdffe 540 %/y W,f, 400 f '/r % 1,600 r% F/Jf 800 // RCPT - SEASONAL 2 l/_ STAGING LIGHTS 4 6 �+ vfffff� RCPT -- SEASONAL 4 5 SPARE (OFF) 800 RCPT - SEASONAL 6 7 9 RCPT - CHECKOUT RCPT -- CHECKOUT 800 om�ffe, 800 IWATA 800 �� p,%/f/ 800 r/f/jjfewArim 800 �/f/,' ®r/f/�/jf/A 720 B'/Je/'J� 800 me' 800 MAN 10 10 10 10 10 10 10 10 10 12 ® $ 10 10 RCPT - FRONT AREA 8 720 / // fj ,' 400 / '7 l ' 1,800 MIKA RCPT - MEETING ROOM 10 11 13 RCPT - CHECKOUT RCPT - CHECKOUT 400 RCPT - RESTROOMS 12 / ,/a RCPT - OFFICE 14 15 RCPT - CHECKOUT P' / RCPT -- OFFICE 16 17 RCPT - CHECKOUT 600 RCPT - OFFICE 18 19 RCPT - FLORAL r' RCPT - CASH OFFICE �� DRY MOUNT 20 22 21 RCPT - FLORAL ROOM 23 SPARE (OFF) j� - W 'fl // ./;, W/fj,,dr�jjf,� 1,000 '/ , 1,000 /, ,mAI 600 � WM 400 / /, /, /,® or 800 V ,' '/,I �f,,/�� 600 j �ffj' 222 2r/ , , 360 Tor �f,�j/� W/, ff , 1,800 24 25 SPARE (OFF) Z7//7 RCPT - SEASONAL 26 27 RCPT - FLOOR SCRUBBER ' 1 /7/ RCPT - QUAD COLUMN SALES 28 30 29 RCPT - BREAK TELEVISION 540 RCPT - QUAD COLUMN SALES 31 RCPT - VENDING MACHINE 1,000 arm! / , ,(�'/'' / i VAV XFMR / i 32 33 RCPT - SODA MACHIE U� 20 1 20 1 1 20 �Q 20 MU 20 r/ " j/%) SPARE (OFF" 34 35 RCPT - REFRIGERATOR 400 SPARE 9FF� 36 37 RCPT - FRAME ROOM 400 N SPARE OFF 38 39 RCPT - FRAME ROOM SPARE SOFF� 40 41 SPARE OFF �% 1it1M� -� SPARE OFF 42 SECTION: 2 10 ' /, 43 CORD REEL 200 NUM E // , 10 20 20 20 20 20 20 20 20 20 20 20 20 20 20 U 1 Km 1 MU 1 1 Q 1 Ni 1 1 1 1 1 1 fl 1 AMPS 1 / ..;, , I SUB -FED BREAKER 44 45 CORD REEL �jff/) 200 �ffff� 10 150 EX (/�/f MY, /%/ 46 47 CORD REEL �f�� 200 10 20 20 I17A VANI M s % W /,, , j7 , -7- 277/ 7 48 50 49 CORD REEL 200 j �� 10 SPARE KOFF) 51 CORD REEL ® 200 ffWAFA 10 SPARE (OFF) 52 53 CORD REEL r/�I, 200 10 20 1 1 20 (OFF) 54 55 CORD REEL 200 �jj1e��/� 10 20 20 20 20 20 20 20 = - If,/fffl, W = ��f® �� ,, Tl, !: / /' , !� ';' // / / , '// / . ;', /// ,SPARE SPARE 0FF1 SPARE (OFF) SPARE (OFF) 56 58 60 62 57 POWER POLE (FRONT) NMI 500 =MU 10 59 SPARE (CE)_ 3 /f LOAD 61 SPARE (OFF " /, lf/'� r i if " .' CONN. VA SPARE OFF SPARE 63 SPARE (OFF) / , // "AIM/ SUBTOTAL 64 65 SPARE (OFF) � w TOTAL PHASE A - VA _(OFF SPARE /0F1 (OFF) 66 68 67 SPARE (OFF) AMPS j , f,a CONN. VA 69 SPARE (OFF) �,�Qj�- COOLING � 2D REFRIGERATION SIGN /DISPLAY ' ,. / , SPARE OFF 70 71 SPARE (OFF) IMM_.1 AMPS 44 20 20 ■R rir 1.25 20 206 * -/ TOTAL PHASE C - VA SPARE (OFF) 72 73 SPARE (OFF) - I f�re�f 1.00 20 MIVi� IIIIMI�fi §, /' , '� SPARE (OFF) 74 75 SPARE (OFF) r� -� SUPP HEAT 20 20 20 20 20 1 1 1 r � rir 1 2 1 20 15 �,r,/,al EX Z 2/ ; ; , 1t 500 SPARE /OFF) HVAC SPARE (OFF) 76 78 77 SPARE (OFF) Aff�012M11 PANELBOARD NOTES 1. CONTROL /CIRCUIT VIA CONTACTORS IN EMS SYSTEM 2. PROVIDE /INSTALL LOCK - ON BREAKER 3. EXISTING CIRCUIT BREAKER TO REMAIN LTG TRACK - TRACK LENGTH SIGN /DISPLAY -- SIGNAGE & DISPLAY CASE 38 A 79 SPARE (OFF) i /iii /, 20 _' 500 '.,j' %, /! r; %lT.r %� . / ' / 80 $2 81 SPARE (OFF) , 1%i7-1 83 SPARE (OFF) 'i' /1 , , , 1 20 EX , / //� / ,4 180 HVAC CONTROLS 84 SUBTOTAL 4,400 5,820 2,800 5,240 4,080 4,820 SUBTOTAL TOTAL PHASE A - VA 9,640 LOAD CONN. VA DF LOAD CONN. VA DF REFRIGERATION 1.00 AMPS 80 COOLING 1.00 TOTAL PHASE B - VA 9,900 HEATING 14,080 0 1.25 1.0L5 1.00 SIGN /DISPLAY - 1.25 AMPS 83 LIGHTING KITCHEN -- - N _- `____._.._...- .v__Y ..._ TOTAL PHASE C - VA 7,620 RECEPTACLES MOTORS EXISTING 1, 180 1 .00 AMPS 64 LARGE MOTOR 1.25 TOTAL DEMAND TOTAL PNLBD - VA 27,160 SUPP HEAT 11,900 -- - 1.00 1 _ DO SHOW WINDOW 1.25 25,120 VA AMPS 75 MISC EQUIP LTG TRACK 1.00 70 A PANELBOARD NOTES 1. PROVIDE LOCK -ON BREAKER. FEED THRU CONNECTION: (2) Seth of #3/0 2. PROVIDE GFCI BREAKER. 3. EXISTING CIRCUIT BREAKER TO REMAIN. LTG TRACK - TRACK LENGTH 4. REFER TO RISER DIAGRAM FOR WIRE SIZES. SIGN /DISPLAY - SIGNAGE & DISPLAY CASE PANELBOARD: HA (EXISTING) FAULT CURRENT: N/A EQUIPMENT GROUND BUS BUS AMPS: 250A AIC RATING: 14000 FULLY RATED MAIN SIZE/TYPE: MLO SERVES: LIGHTING /EQUIP. VOLTS /PHASE: 480Y/277V, 3PH, 4W MOUNTING: SURFACE SECTION: 1 LOCATION: ELECTRICAL ROOM CKT NO. DESCRIPTION VOLTAMPS PHASE WIRE NO. BKR AMP P P BKR AMP WIRE NO. VOLTAMPS PHASE DESCRIPTION CKT NO. A B C A B C 1 SALES LIGHTING 1,987 "/////// ' ' '/ . 10 20 1 1 20 EX 10 2,400 AI ,, ;7E/2/ 2,7 / fj1 / /'/ ' // EXTERIOR LIGHTS 2 3 SALES LIGHTING Vf /.Q//.�/a� j 10 l/_ STAGING LIGHTS 4 6 �+ 20 1 1 20 684 SPARE (OFF) // FRAME LIGHTS - 5 SALES LIGHTING / / 1,859 1,859 10 10 20 20 1 1 1 1 20 20 12 ' 684 T 7 SALES LIGHTING 9 SALES LIGHTING rG/ / f,/� 2,300 P/'/f' 10 20 1 1 20 20 0f / SPARE (OFF) 12 14 11 SALES LIGHTING j ri � / /Apy,0,01 2,300 20 20 EX 8 W1/4i 5,000 20 EX W , �j rJ� 2,690 500 RESTROOM LTG r,r f / SPARE (OFFZ 13 SALES LIGHTING 2,403 2,403 / / f O!O O ink 20 VffeMr/ZeZA 6,650 6,650 EFF 221 ///% / T i /,m LOUNGE, OFFICE LTG 16 15 SALES LIGHTING 20 1 1 20 12 10 10 % f T 2,690 r / SPARE (OFFS /T NIGHT /EMERG LTS 18 20 17 SALES LIGHTING r/ffjj 2,300 / /,/,� 2,300 10 r�'/�%'� 10 20 20 1 1 1 1 20 20 19 SALES LIGHTING / NIGHT /EMERG LTS 22 21 SPARE (OFF) �,/.IIMMEI ' , 20 1 1 20 23 SPARE (OFF) PT GIW ff� 20 27 WM:4d 20 20 24 10 ' /, , 2,690 NIGHT /EMERG LTS 25 SPARE (OFF) 31 SPACE 20 r�'�®.11Bfl�'J AMPS 1 /, SPAR �OFF 26 2$ d//r///' ,�,�j ∎i /4/7 27 SPARE (OFF) 20 1 1 20 RCPT - REFRIGERATOR (/�/f MY, Aa / , / j SPARE (OFF) 29 SPARE (OFF) W'' i0 J F 20 1 1 20 SPACE SPARE (OFF) 30 AY/ (OFF) 1 1 31 SPARE (OFF) 1111111111111r�/f/1fr'/)�j,/,Z/f SPACE 20 1 1 20 ,� ' 1% S PARE (OFF) N 33 SPARE (OFF) %,/ff/,� ; f 20 20 1 1 20 SPACE PM" ' fjj f�f 35 SPARE (OFF) /%, 1 20 1 1 20 SPACE SPARE (OFF) / .7-j , SPARE (OFF) 37 SPARE (OFF) �fd� r/fffff/I�pfffff / /, 22,176 20 3 3 20 LOAD 40 42 39 " /, lf/'� off CONN. VA 41 // / , , / , 1.00 SUBTOTAL 8,549 1 6,818 6,459 5,774 5,426 3,874 SUBTOTAL TOTAL PHASE A - VA 14,323 LOAD CONN. VA DF AMPS LOAD CONN. VA OF AMPS 52 COOLING 1.25 1.00 REFRIGERATION SIGN /DISPLAY 1.00 1.25 TOTAL PHASE B - VA 12,244 HEATING TOTAL PHASE B - VA 0 AMPS 44 LIGHTING 36,900 1.25 KITCHEN 206 1.00 TOTAL PHASE C - VA 10,333 RECEPTACLES 1.01.5 1.00 EXISTING 4,856 1.00 AMPS 37 MOTORS 1.00 LARGE MOTOR SHOW WINDOW 40 1.25 TOTAL DEMAND TOTAL PNLBD - VA 36,900 SUPP HEAT TOTAL PNLBD - VA 1.00 SUPP HEAT MISC EQUIP 1.25 46,125 VA AMPS 44 MISC EQUIP 13,556 VA 1.00 LTG TRACK LTG TRACK 1.00 55 A PANELBOARD NOTES 1. CONTROL /CIRCUIT VIA CONTACTORS IN EMS SYSTEM 2. PROVIDE /INSTALL LOCK - ON BREAKER 3. EXISTING CIRCUIT BREAKER TO REMAIN LTG TRACK - TRACK LENGTH SIGN /DISPLAY -- SIGNAGE & DISPLAY CASE PANELBOARD: H (EXISTING) FAULT CURRENT: N/A EQUIPMENT GROUND BUS BUS AMPS: 400A AIC RATING: 14000 FULLY RATED MAIN SIZE /TYPE: MLO SERVES: HVAC VOLTS /PHASE: 480Y/277V, 3PH, 4W MOUNTING: SURFACE SECTION: 1 LOCATION: ELECTRICAL ROOM CKT NO. DESCRIPTION VOLTAMPS PHASE WIRE NO. BKR AMP P P BKR AMP WIRE NO. VOLTAMPS PHASE DESCRIPTION CKT NO. A B C A B C SPARE OFF HVAC UNIT #1 6,650 10 EX 40 .3 3 40 EX EX 6,650 '7 /j, ' f/' HVAC UNIT #5 2 w 6,650 6,650 � U 20 5 6,650 ' / / / / //, 6,650 , /;77, /77 .4 �f �� 6,650 6,650 '",-/- 77/ SPARE OFF 7 HVAC UNIT #2 HVAC UNIT #6 r/%f/AMWAj,(,/fl1 EX EX EX 40 3 3 40 r%jf/ 6,650 P'/ f /,' 9 pm, , WA, 6,650 �,fi�� 10 r�'/'/j/fj/' �jj,� 11 �� 1 HVAC UNIT #7 20 13 HVAC UNIT #3 6,650 40 40 3 3 3 3 30 30 EX 8 W1/4i 5,000 / //7/ IFIMIA 6,650 16 15 MUM 5,000 WAe /f/' / WrM 5,000 ?7/22A 17 VffeMr/ZeZA 6,650 6,650 EFF 221 ///% / 19 HVAC UNIT #4 COMPACTOR SPARE OFF 3,876 21 Egrial 6,650 =MI 3,876 War4 22 23 EMEHRINEE 6,650 24 warAnwerm 3,876 SPACE 26 25 UNIT HEATER 8,333 �'�I Ef,/ , 8 40 3 1 (I/A �r(�Q/AI® GI/L�/J� 200 /f//,d 11111111111�f/�/f/Jr%ff �f� 1 1 20 20 PM= '/t - /% /. rr / / z/ rli /,/•% T SPACE 28 27 WM:4d 8,333 ,,/, SPACE 2 + 29 8,333 1 00 DE 31 SPACE - r�'�®.11Bfl�'J AMPS 1 1 NEV ,,tea r 696 SPACE 20 33 SPACE �,®� IIIIIIIIPMPAI ir=A r/ 400 RCPT - REFRIGERATOR 1 1 SPARE OFF _ .1 / ' /f /, %7-7/7 pr'/ f, SPACE 34 SPACE SPACE 36 35 SPACE RCPT - WATER COOLER 26 1 1 1 1 i, /,02 500 p'f0'fjf,�® 37 SPACE SPACE 11,310 39 SPACE ,� -P'�'� 28 29 1 1 500 ® jj� � ' ,� 41 SPACE W 7ffIIWW 14 ROOF RECEPTS 30 1 1 MEW r/fyff/,� r/ff�f/�rifff 1,200 V Awlemp fp AY df,/a 600 r///'jjj4_ 1,200 rDfd�ff�f/�INNIIII 20 20 20 15 SPACE U 1 Q 1 ill SUBTOTAL 34,933 34,933 34,933 ROOF RECEPTS 22,176 22.176 22,176 SUBTOTAL TOTAL PHASE A -- VA 57,109 LOAD CONN. VA DF " /, lf/'� LOAD CONN. VA DF 40 COOLING 8ffffJJr/fOf.OJ� 1.00 REFRIGERATION SIGN/DISPLAY KITCHEN EXISTING - ___._. _._...- _,......_.._.�.._.._.... .__ - 134 ,700 1.00 AMPS 206 TOTAL PHASE B - VA 57,109 HEATING LIGHTING _........._........_._.__ 0 1.25 1.0/.5 1.25 1.00 1.00 - AMPS 206 RECEPTACLES MOTORS TOTAL PHASE C - VA 57,109 AMPS 206 1.25 TOTAL DEMAND COOLING LARGE MOTOR 1.00 11,628 1.00 S_H_OW WINDOW LTG TRACK TOTAL PHASE B - VA 1.25 171,327 VA TOTAL PNLBD - VA 171,327 SUPP HEAT 24,999 1.0_0 _ ___________._1..00ry AMPS 206 MISC EQUIP~ _ _.�_ 1.00 206 A PANELBOARD NOTES 1. PROVIDE HACR RATED BREAKER. 2. PROVIDE HEAVY DUTY RATED "ON -OFF" SWITCHING DUTY BREAKER. 3. EXISTING CIRCUIT BREAKER TO REMAIN. LTG TRACK - TRACK LENGTH SIGN /DISPLAY - SIGNAGE & DISPLAY CASE PANELBOARD: C (EXISTING) FAULT CURRENT: N/A EQUIPMENT GROUND BUS BUS AMPS: 250A AIC RATING: 10000 FULLY RATED MAIN SIZE /TYPE: 250A MCB SERVES: GENERAL POWER • VOLTS /PHASE: 208Y/120V, 3PH, 4W MOUNTING: SURFACE SECTION: 1 LOCATION: ELECTRICAL ROOM CKT NO. DESCRIPTION VOLTAMPS PHASE WIRE NO. BKR AMP P P BKR AMP WIRE VOLTAMPS PHASE DESCRIPTION CKT NO. A B C NO. A B C p SPARE OFF 240 WO.dJP7/f//l/.I 10 20 UM 20 20 20 20 20 20 z0 20 20 20 20 20 20 20 20 20 20 20 20 20 �IIIIIIN�iLMW % / / / / // '/ / 1,000 SPARE (•m 2 4 3 ALARM w" / /ffA 240 W' A 10 20 I 1 20 � uff/jfd EX worm - r/fj 4 500 SPARE OFF 9 IlUll SIGN LIGHT r/%f/AMWAj,(,/fl1 240 10 20 1 1 20 FRONT DOOR POWER 6 7 SPARE OFF - r�'/'/j/fj/' �jj,� SPARE OFF) 20 1 1 20 SPARE OFF ffjff,� SPARE OFF 8 9 SPARE OF SPARE OFF -Pf�� 22 20 SPARE OFF 1 20 � � r7-' ,ate SPARE OFF SPARE OFF SPARE OFF SPARE OFF 10 11 ® SPARE DOCK LIGHT OFF r%j/ff/��/f/,/ff/a� 300 r/ f/f /! ' /jraff/jj/f/� � 30 20 20 HU SPARE OFF 20 20 ��ff,,�/�fgr/fffg/,I� pj/f//,r�,%/J jf� SPARE (OFF) SPARE OFF SPARE OFF SPARE AFF) SPARE (OFF) 15 DOOR BUZZER r/f,, 200 r f//,I® 39 20 1 Q 20 ,A- U►ffp� SPARE OFF 17 19 DOOR BUZZER SPARE OFF (I/A �r(�Q/AI® GI/L�/J� 200 /f//,d � 20 20 � pm 1 1 20 20 ®�'fff / f,/,ir�fj�/®f/,� 12 360 400 r/fffMr�y�,g,� LOUNGE RECEPTS SUBTOTAL LOUNGE COUNTER RCPTS. 1,360 500 3.500 21 COMPRESSOR SUBTOTAL 1,800 worAwA® 3,700 20 00 DE 20 way A 360 r,�ff/A LOUNGE COUNTER RCPTS AMPS 31 EXHAUST FAN ; 1 NEV ,,tea r 696 ® 20 1 1 20 12 r//fj/fj, r/ 400 RCPT - REFRIGERATOR •� 25 SPARE OFF _ �f TOTAL PHASE C - VA 20 1 1 20 ® 800 F A � RCPT - WATER COOLER 26 ® EMS1 IN SLP i, /,02 500 p'f0'fjf,�® TOTAL DEMAND 20 Ilil 11,310 20 EX rpffffA 1,200 Er f/ WATER HEATER 28 29 UPS IN SLP W/f�/) 500 ® 20 Q 1 20 EX r/y' r/,,��, A 720 ROOF RECEPTS 30 31 33 ® SPARE OFF SPARE OFF CU-- -1 SPARE OFF) MEW r/fyff/,� r/ff�f/�rifff 1,200 V Awlemp fp AY df,/a 600 r///'jjj4_ 1,200 20 20 20 15 1 f © 11 2 U 1 Q 1 ill 20 20 20 20 20 20 ® 720 MEV jf � r� /fff��ffffi r`/'fjjf/� /f A ROOF RECEPTS 32 SPARE OFF SPARE (OFF) 37 39 r%dff/Jr�j/.�,/J fy A ��VFF. P/fffj�or/jfj � rG�/f JAdWd/' " /, lf/'� SPARE OFF 38 SPARE OFF 40 41 8ffffJJr/fOf.OJ� SPARE OFF 42 SUBTOTAL 1,740 3,340 2,836 1,880 1.560 2.020 SUBTOTAL TOTAL PHASE A -- VA 3,620 LOAD CONN. VA DF LOAD CONN. VA DF AMPS 30 COOLING 1.00 REFRIGERATION 1.00 1.25 TOTAL PHASE B - VA 4,900 HEATING 0 SIGN /DISPLAY AMPS 41 LIGHTING 720 1.25 1.075 1.00 1.00 1.00 KITCHEN 1.00 TOTAL PHASE C - VA 4,856 RECEPTACLES MOTORS 1,920 2,496 EXISTING 5,740 1.00 AMPS 40 LARGE MOTOR 1.25 TOTAL DEMAND TOTAL PNLBD - VA 13,376 SUPP HEAT MISC EQUIP 600_ 1,900 SHOW WINDOW 1.25 13,556 VA AMPS 37 LTG TRACK 1.00 38 A PANELBOARD NOTES 1. PROVIDE /INSTALL LOCK -ON BREAKER. 2. PROVIDE GEC! BREAKER. 3. EXISTING CIRCUIT BREAKER TO REMAIN. LTG TRACK - TRACK LENGTH 4. CONTROL /CIRCUIT VIA CONTACTORS IN EMS SYSTEM SIGN /DISPLAY - SIGNAGE & DISPLAY CASE PANELBOARD: B (RELOCATED) FAULT CURRENT: 6,799 EQUIPMENT GROUND BUS BUS AMPS: 125A AIC RATING: 10000 FULLY RATED ISOLATED GROUND BUS MAIN SIZE /TYPE: MLO SERVES: GENERAL POWER VOLTS /PHASE: 208Y/120V, 3PH, 4W MOUNTING: SURFACE SECTION: 1 LOCATION: ELECTRICAL ROOM CKT NO. DESCRIPTION VOLTAMPS /PHASE WIRE NO. BKR 1 AMP P P BKR AMP WIRE VOLTAMPS PHASE DESCRIPTION CKT NO. A I 3 I C NO. A B C 1 SPARE OFF pyj,,�/f/,I rQfr ,��r 200 �Q , ∎ ' / /, •/ / /// 360 / A 12 , fA 100 1 2 12 1,000 12 400 -� r%/yr -�_ WPMEWjam. �f�l� r ' /,� ; ; //f /,' ; /, 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 • 20 20 20 20 1 1 �� 1 OM f]il M QQ f �i11 1 U0 1 1 0 g 1 1 1 1 1 1 1 20 20 20 20 20 20 z0 20 20 20 20 20 20 20 20 20 20 20 20 8 1,000 8 WAN 8 r�fjfA 8 1,000 10 MEN 10 ' 12 750 10 //Al 8 Ijlf 10 750 _ j,7A, ∎ Pj /j�/J �� - �fffp,/,� �Gyf,�f�O ' / :// z 1,000 V / /, % / / / / // '/ / 1,000 COMPUTERLECR CHECK -OUT COMPUTER ECR CHECK -OUT 2 4 3 ALARM 5 FACP COMPUTER /ECR CHECK -OUT 6 7 TELEPHONE ./ /� ' - % /' // COMPUTER /ECR CHECK -OUT 8 9 PA SYSTEM 1,000 r/ 'f/ 750 f P // if / / / ' /% , 1,000 COMPUTER /ECR CHECK -OUT 10 11 EMPLOYEE TIME CLOCK COMPUTER /ECR CHECK -OUT 12 13 SPARE / ,, 1,000 COMPUTER /ECR OFFICE 14 16 13 15 SPARE OFF) COMPUTER /ECR OFFICE QUAD COMPUTER ECR CASH OFFICE 17 SPARE �OFFZ 19 SPARE OFF IRMK� �',/�/"'f/� - rif,y,/,a r/fj�/ f,/� / ,//,� � ��fi� G'jJ>b�.Gt?�IIIIIIIIIIIIMMI Pff / / /T/ / COMPUTE ZECR OFFICE 20 21 SPARE OFF SPARE OFF 22 23 SPARE OFF SPARE (OFF) 24 25 27 29 SPARE OFF SPARE OFF SPARE OFF SPARE (OFF," 26 SPARE (OFF) 28 r J 1 11 , SPARE SPARE (OFF) 30 31 33 SPARE OFF SPARE OFF SPARE OFF 32 (OFF) 34 35 SPARE OFF /2/ / // SPARE AFF) SPARE (OFF) 36_ 37 SPARE (OFF) 38 39 SPARE (OFF) G//I '�/ / 15 2 1 20 , ' // /, SPARE (OFFZ 40 41 - . 1 20 � r/f�jel�fffj/ , SPARE OFF 42 SUBTOTAL 200 1,360 500 3.500 2,750 3,000 SUBTOTAL TOTAL PHASE A - VA 3,700 LOAD CONN. VA DE LOAD CONN. VA DF AMPS 31 COOLING - 1.00 - - 0 REFRIGERATION 1.00 TOTAL PHASE B - VA 4,110 HEATING SIGN /DISPLAY 1 1.25 - 1.00 W AMPS 34 LIGHTING 1.25 KITCHEN 1 TOTAL PHASE C - VA 3,500 RECEPTACLES MOTORS - - 3,250 - _. ..- __.__._ _ 1. OL�5 00 1.00 EX ISTING _ 1.00 AMPS 29 LARGE MOTOR SHOW WINDOW LTG TRACK 1.25 TOTAL DEMAND TOTAL PNLBD - VA 11,310 SUPP HEAT MISC EQUIP --- 1.25 - i.00 11,310 VA 31 A AMPS 31 8,060 1.00 PANELBOARD NOTES 1. EXISTING CIRCUIT BREAKER TO REMAIN. 2. PROVIDE /INSTALL LOCK -ON BREAKER LTG TRACK - TRACK LENGTH SIGN /DISPLAY - SIGNAGE & DISPLAY CASE TENANT ELECTRICAL SERVICE LOAD SUMMARY TENANT OCCUPANCY TYPE: M TENANT SQUARE FOOTAGE: 25,145 SERVICE DESCRIPTION: 480Y/277V, 3PH, 4W LOAD DESCRIPTION Connected KVA Demand FACTOR Demand KVA HVAC - SUMMER 1.58.28 100% OM 100% 138.28 0.00 HVAC - WINTER LIGHTING (PER NEC - 220) 75.44 125% 94.29 RECEPTACLES 17.84 100 %;50% 13.92 MOTOR LOADS 14.12 100% 0.00 125% 14.12 0.00 LARGEST MOTOR LOAD SUPPLEMENTAL ELECTRIC HEAT 26.80 100% 36.80 MISCELLANEOUS EQUIPMENT 13.80 100% 0. 0 125% 13.80 0.00 DISPLAY CASE /SIGNAGE SHOW WINDOW / 1RACK LIGHTING 0.00 PER NEC 0.00 TOTAL LOAD 289.40 KVA 305.12 TOTAL AMPACITY 348.09 AMPS 367.00 SERVICE AMPACITY 600 AMPS 600.00 SPARE CAPACITY AMPS 233 CITY LIGHTING IS THE PREFERRED VENDOR FOR ALL PANELS AND GEAR. CONTACT CHRISCHMALZRIED 800 - 257 -2922 CONTRACTOR SHALL BE FULLY RESPONSIBLE TO VERIFY THE AVAILABLE FAULT CURRENT RATING WITH THE LOCAL UTILITY CO. PANEL AIC RATING SHALL HAVE THE CAPACITY TO MEET THE AVAILABLE FAULT CURRENT RATINGS ELECTRICAL CONTRACTOR IS REQUIRED TO PURCHASE AND INSTALL THE ENTIRE ENERGY MANAGEMENT SYSTEM FROM REQUIRED VENDOR. ENERGY MANAGEMENT SYSTEM VENDOR INCLUDING SLP PANEL IS SITE CONTROLS INC CONTACT - CUSTOMER SUPPORT - 1- 877 - 306 -9400 TECH SUPPORT CONTACT - CUSTOMER SUPPORT - 1- 512 -306 -9400 C EXISTING 500KVA PAD MOUNTED TRANSFORMER ELECTRICAL RISER SCALE: N,T.S. M METER ROOM EXISTING METER & METER BASE EXISTING NEMA -3R CT CABINET EXISTING NEMA -3R SERVICE DISCONNECT 600A OSD EXISTING PANEL MDP EM 1 ELECTRICAL ROOM OSD FACE NORTH EXISTING PANEL H EXISTING PANEL HA EXISTING PAN EL A 0\E -LI\ DIAGRA v LEG E \ D NEW EQUIPMENT EXISTING EQUIPMENT EQUIPMENT TO BE DEMOLISHED NOTE: ALL OF THE ELECTRICAL DEVICES SHOWN ON THE ONE -LINE DIAGRAM ARE EXISTING AND ARE BASED UPON AS- -BUILT DRAWINGS. E.C. SHALL VERIFY THE EXACT EXISTING CONDITIONS, SIZES AND LOCATIONS OF EQUIPMENT PRIOR TO ROUGH -IN. THIS ONE -LINE IS SHOWN FOR INFORMATIONAL PURPOSES ONLY AND ANY NEW DEVICES ARE SHOWN IN BOLD AND ARE NOTED. DURING CONSTRUCTION, THE STORE SHALL STAY OPEN FOR BUSINESS. ANY NECESSARY POWER DOWNTIME SHALL BE SCHEDULED AND APPROVED BY WAL *MART CONSTRUCTION MANAGER. EXISTING PANEL C 1125A 3P EXISTING TO ENERGY METER IN MDP RELOCATED PANEL B PAN EL SLP SEE EMS DWG'S CONTACTORS FOR LIGHTS, SIGNS, EXTERIOR LIGHTS AND TOILET EXHAUST FAN (NUMBER AS REQUIRED) REFER TO SHEET EMS -4 SEE CIRCUIT C ---27, C -29 (4) # THWN, (1) #6G, (1) #6 IG IN 2" C. 4x8 PHONE BOARD, DUPLEX 10 FOR ALARM BOSCH /RADIONICS FIRE ALARM PANEL MODEL NO. D7024 MUST BE PROVIDED. USE PREFERRED VENDOR LIST ON INDEX. IF COMPLETE FIRE ALARM SYSTEM IS NOT REQUIRED, PROVIDE BOSCH /RADIONICS D7024 ALARM PANEL /COMMUNICATOR TO MONITOR SPRINKLER RISER TAMPER AND FLOW SWITCHES PER NFPA. REUSE EXISTING SERVICE TELEPHONE SERVICE. COORDINATE WITH TELEPHONE CO. EXTEND AND RECONNECT TO PHONE BOARD IN ELECTRICAL AREA. 2 �1 PHO\E BOARD RISER SCALE: N.T.S. RJ21 X 48" DUPLEX IG FOR PHONE 48" ELECTRICAL ROOM FLOOR DUPLEX 10 FOR PA SYSTEM AREA INDICATED BY DASHED LINE 15 FOR MICHAELS USE ONLY IMPORTANT: TELE BOARD TO BE OPERATIONAL AS SOON AS POSSIBLE. NOTE: REFER TO TELE ROUGHIN NOTES ON SHEET E -3 (3) (3) (3) (3) (2) W/T -STAT ( (1,2,3) (1,2,3) ( (1,2,3) ( (1,2,3) (1.2,3) (1,2,3) (1,2,3) (3) ( (3) ( ( (3) (3) (3) (3) 07- 3 (3) (3) (3) (2) ( (1.2,3) ( (1,2,3) ( (1,3) (3) (1,2,3) (3) ( (2,3) (3 ( ( (3) (3) (3) (3) (3) (3) (3) (3) (3) (3) (3) (3) (3) (3) (2,3) ( ( ( (3) ( ( (1,2,3) ( (3) (3) ( ( (3) (3) (3) (3) (3) ( (3) ( ( (3) ( ( (3) ( ( (3) ( ( (3) (3,4) (3,4) (3.4) ( ( ( (3) ( ( (3) (3) (3 ( (1) (1) (3) ( (3) (3) ( ( (3) ( ( (2,3) ( (3) ( (3) (3) ( (3) ( ( (3) ( ( 3 (3) ( ( (3) ( (3) ( ( (3) ( ( ( (3) ( ( (3) ( (3) (3) ( (3) ( ( (3) ( ( (3) (2) (2) (2) ( (3) (3).. ( (3) (3) u( (3)1 4Itz. P( JAN 11 20C PH-, w Q 0 111 0 0 1- 0 3 W 1-- Q 0 DRAWING CONTENTS: ELECTRICAL SCHEDULES GENERAL NOTES ;DRAWING NO.: 3 E1 CHECKED BY: PROJECT NO.: DESCRPTION 15.3 PROVIDE AND INSTALL EDWARDS #852 WEATHERPROOF PUSHBUTTON. MUST BE RATED FOR EXTERIOR USE. GRAINGER # 4X743 TRANSFORMER, AND GRAINGER'S TRIDENT -1 FD16 4" BELL. INSTALL BELL AT 12' -0" ABOVE FLOOR OVER LOADING DOORS. PROVIDE AND INSTALL EDWARDS #852 WEATHERPROOF PUSHBUTTON AT GLASS ENTRY DOORS, MUST BE RATED FOR EXTERIOR USE. GRAINGER #4X743 TRANSFORMER, WIRING AND GRAINGER'S TRIDENT -1FD14 BUZZER. MOUNT BUZZER ABOVE CEILING (OR 10' -6" AFF) AT FRONT OFFICE AREA. COMPACTOR CONTROL PAD LOCATION. (NIC) ELECTRICAL DISTRIBUTION, REFER TO ELECTRICAL RISER DIAGRAM 1/E- 1. NEW TELEPHONE BOARD LOCATION. SEE DETAIL 2/E-1 RELOCATE EXISTING PHONE SERVICE TO PHONE BOARD. J -BOX SUPPORTED FROM BOTTOM CHORD OF STRUCTURE ABOVE FOR RELOC INSTALLATION BY CONTRACTOR. PROVIDE (1) J -BOX FOR IG CIRCUITS AND (1) J -BOX FOR POWER (AT CASH REGISTERS AND FRAMING SERVICE COUNTER.) REFER TO DETAIL 4/E -4 FOR WIRING REQUIREMENTS. VERIFY EXACT LOCATION WITH MICHAELS FIXTURE PLAN. NOT USED. INSTALL GFI DUPLEX OUTLETS © 48" AFF IN EACH RESTROOM. H 0,22,24 NEMA #L14 -20R FOR DRY-MOUNT MACHINE, 230V, 1 PH, 3600 WATTS. 4 WIRE CONNECTION: 2 -HOT, 1- GROUND, 1- NEUTRAL. MOUNT AT 48" AFF. VERIFY LOCATION WITH MICHAELS FIXTURE PLAN. REFER TO 2/E -3 FOR ENLARGED PLAN H 10 11 12 13 14 15 16 STAGING ■ 25,27,29 O ,\ 15 NOT USED. ill 111 Ib lU +48" +48" +48' FLORAL ROOM +48 +48' DZC6 c FAI 0 OFFICE 7 6 WOME 15 17 ((' 1 it) 11 ■• 0 CASH -) •.ILL -1 \ � 7-°1- o� `- EISI WATEvt ER TO -REM f MENS E R 00 DZC4 ICJ RTU -3 1 EXISTING A 43 1 1' -7" c> 0 0 0 0 0 0 0 A 11 1 0 0 6 +48" CID CID A ' { 32 j1' — POWER; POLE ! 1 5' -6" _ I M +48"1 111 f C 48" PHONE 48" AFF MEETING ROOM 72" AFF A REF MP -1.1 10 +48" 'MDP' 48" A 21 26 SINGLE GANG J -BOX MTD. ON COLUMN AT 48 AFF. FOR TELE. WITH 3/4" CONDUIT UP TO BAR JOIST TO SINGLE GANG BOX. A 12 NEW 30 AMP 480V /3PH /3W DISC. FUSED AT 20 AMPS, NEMA 3R ENCLOSURE MTD. ON WALL 48" AFF FOR COMPACTOR. VERIFY WITH COMPACTOR INSTALLER EXACT ELECTRICAL REQUIREMENTS PRIOR TO ANY WORK. PROVIDE AND INSTALL MAGNETIC CONTACT AT DOOR WITH GRAINGER # 4X743 TRANSFORMER, AND GRAINGER'S TRIDENT-1FD16 4" BELL. INSTALL BELL PER NOTE #1. 4" BELL SHALL RING CONTINUOUSLY WHEN ROLL -UP DOOR CONTACTORS ARE ACTIVATED OR TRIPPED. PROVIDE KEYED SWITCH "BEST" ELECTRIC SWITCH LOCK CYLINDER #1 -W7B2 -626 (CALL 800 - 711 -6814 TO GET LOCAL DISTRIBUTION CENTER) ACCEPTING 7 PIN BEST CORE FOR DEACTIVATION OF 4" BELL. CONTACTOR FOR BELL -- "SENTROL" #2207 -A. PROVIDE COVER PLATE FOR KEYED SWITCH- CZ -FLOT- -PUNCH PLATE 1 G -SLOT -PUNCH PLATE CEILING OUTLETS SHALL BE EQUALLY SPACED AS SHOWN. 20 AMP 120 VOLT CONV OUTLET MOUNTED FLUSH IN CEILING. OUTLETS SHALL BE SECURED TO STRUCTURE ABOVE WITH WIRES, NOT TO CEILING GRID OR TILES. J -BOX MTD. ON COLUMN AT 48" AFF. FOR QUAD OUTLET POWER WITH 3/4" CONDUIT UP TO BAR JOIST TO GANG BOX. SEE NOTE 40. GRAINGER # 4X743 TRANSFORMER, AND GRAINGER'S TRIDENT-1FD15 2-1/2" BELL. INSTALL BELL AT 10' -6" AFF ABOVE OFFICE AREA, ACTIVATE W/ REAR PUSH BUTTON AND ROLL -UP. SEE NOTE BY SYMBOL #11 ABOVE. 48 AFF1 9 27 PHONE ELECTRICAL BOARD ROOM B +48 REUSE EXISTING C.B. 'B' TO FEED RELOCATED PANEL 'B' FLOOR PLAN ELECTRICAL SCALE11 /8' 12 11 -0' 17 18 19 20 21 22 23 24 25 26 27 28 29 A 49 8' -9 C 21 NOT USED. NOT USED. (PART.) 3 D NOT USED. RTU -6 EXISTING I REFER TO 1/E -3 L � FOR ENLARGED PLAN RTU -7 1 EXISTING III — RTU-8 1 EXISTING I>C CORD REEL NOT USED. EMPLOYEE TIME CLOCK. NOT USED. 108" AFF REF MP -1.1 22'- -3" WIRE MOLD nJ POWER POLE J' 18' -5" A REFERENCE DETAILS SHEET E-3. WIRE MOLD POWER POLE A 47 26 2 WIRE MOLD POWER POLE —0-0 —WIRE MOLD L POWER POLE 21' -7" CORD REEL 21' -11" PROVIDE DEDICATED DUPLEX AT 15"A.F.F. OUTLET FOR COMPRESSOR AS INDICATED. PROVIDE 1" AIRLINE PENETRATION TO FRAME ROOM BELOW GFI MOUNTED HORIZONTALLY IN BACK SPLASH © 39" AFF. REFERENCE DETAILS 2/E -3, 9/E -3. PROVIDE OUTLET BOX AT 48" AFF FOR VOLUME CONTROL WITH 3/4" CONDUIT TO ABOVE CEILING. LOCATION OF SECURITY PANEL MUST BE WITHIN THE SPACE INDICATED. THE FIRE ALARM REMOTE ANNUNCIATOR (WHERE REQUIRED) SHALL BE WITHIN THE 36" INDICATED. PROVIDE DUPLEX OUTLET ABOVE STORE FRONT WINDOW AND DISPLAYS. REFER TO 8/E -3.1 FOR HEIGHT REQUIREMENTS AND LOCATION. GFI DUPLEX RECEPTACLE MOUNTED ABOVE BACK SPLASH 42" AFF 22' -0" A 55 108' AFF REF MP -1.1A DZC4 A 45 1' -5" 108" f REF MP -1.1 08" AFF 14 15 48" AFF 28 48" AFF 1 RTU -4 LJ EXISTING 15 LJ RTU -5 EXISTING CORD REEL 3 0 (PART.) CORD REEL co SALES WIRE MOLD POWER POLE 8' -10" A 19 31 32 33 34 35 36 37 3$ NOT USED A 51 108" AFF REF MP --1.1 REF MP -1.1 _/ 108" AFF PROVIDE AND INSTALL CORD REELS AT BOTTOM OF JOIST. INSTALL NEMA 5 -20R FOR CORD REEL ON TOP OF JOIST. ADJUST CORD TO HANG AT 12'AFF. 1 DZC1 DZC2 48" AFF DZC3 RTU- -1 I EXISTING >CI I RTU -2 EXISTING 48" AFF 11' -7" 30 10 RECEPTACLES AND POWER RECEPTACLES AT NOTED LOCATIONS ARE PROVIDED AND INSTALLED IN THE FIXTURE PROVIDED BY MICHAELS' MICHAELS' AUTHORIZED REPRESENTATIVE WILL PROVIDE POWER POLE AND FINAL CONNECTION TO RELOC. RELOC IS INSTALLED BY ELECTRICAL CONTRACTOR PROVIDE AIR TEMP. SENSOR FOR UH -1 FAN UNIT MOUNTED ON WALL © 60" AFF. NOT USED NOT USED EXISTING DOCK LIGHT TO REMAIN. RECONDITION AND RELAMP AS NEEDED. PROVIDE DUPLEX RECEPTACLE MOUNTED AT 18" AFF FOR FLOOR SCRUBBER. PROVIDE DUPLEX RECEPTACLE BELOW COUNTERTOP FOR REFERIGERATOR. REFER TO ELEVATION 3/E -3.1. PROVIDE GFI DUPLEX RECEPTACLE FOR ELECTRIC WATER COOLER. CONCEAL RECEPTACLE BEHIND DRINKING FOUNTAIN PER WATER COOLER MANUFACTURER'S TEMPLATE. PROVIDE 4" SQUARE FLUSH -MTD J -BOX LOCATED JUST ABOVE DOOR FRAME (ON LATCH SIDE) FOR SECURITY WIRING. PROVIDE 3/4" CONDUIT FROM J- BOX TO ABOVE CEILING OR TO STRUCTURE IN AREAS WITH NO CEILING. 0 A 23 I0 L 22,24 CORD REEL CORD REEL A 37 15 B OLD POWER WIRE M POL B 12 WIRE POWER WIRE MOLD POWER POL q \._WIRE MOLD POWER POLE A 13 I WIR MOLD POW R POLE WIRE MOLD _POW R POLE A 17 19' -11" FRAME ROOM A 57 72" AFF 13' -11" VESTIBULE { / 11'-6" AFF 11' -6" AFF PHONE 48" AFF SECU RITYpANEL �•l FIRE ALARM REMOTE ANNUNCIATOR (WHERE REQUIRED) Qx +12' -0" AFF FOR VAV LOW VOLTAGE XFMR 1 DO743/ IMPORTANT: VERIFY LOCATION OF ALL POWER POLES, RECEPTACLES, CORD REELS & PHONE OUTLETS WITH MICHAELS FIXTURE PLAN PRIOR TO ANY INSTALLATION. VERIFY LOCATION OF ALL WALL MOUNTED ITEMS WITH MICHAELS FIXTURE PLAN PRIOR TO INSTALLATION. INCLUDING RECEPTS, SWITCHES, FIRE ALARM PULLSTATIONS, IRE ALARM A/V DEVICES, ELEC PANELS, ETC) ALL EMPTY CONDUITS FOR MISC SYSTEMS (PHONE, HVAC, ETC) SHALL BE EXTENDED TO BOTTOM OF DECK. PROVIDE PULLWIRE. AND LABELS. IF COLUMNS ARE NOT IN FIXTURE DRIVE AISLE THEN PROVIDE CORD REEL AT COLUMN OUTLET LOCATION. SEE NOTE 15. RE . JAN 11 2008 lei >yl l rJL •" 1 1 0 DRAWING CONTENTS: ELECTRICAL FLOOR PLANS DRAWING ND.: E2 d SCALE' 1/8" • 1 -0® COMMISSIONING REQUIREMENTS: FOR LIGHTING CONTROLS WHICH INCLUDE DAYLIGHT OR OCCUPANT SENSING AUTOMATIC CONTROLS, AUTOMATIC SHUT -OFF CONTROLS, OCCUPANCY SENSORS, OR AUTOMATIC TIME SWITCHES, THE LIGHTING CONTROLS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER PER SECTION 15137 OF THE 2006 WASHINGTON STATE NONRESIDENTIAL ENERGY CODE. CEILING PLAN LIGHTING PLA OTES TIE INTO EXISTING WALL PACK CIRCUIT. TYP. ETR1 ETR 1 / 1 1 it 11 V 10 / 1® 0 NL \ 1 1 / / / NL ~ 1 \ / • ETR ETR 0 / \ +kiiirrrrrir� ETR �� 4 1 / ETR ETR HA 20,22,24 ETR ETR 1 1 119 17 1 / A • ETR NL r ETR NL 1 1 1 1 1 \ /NL \ 19 /1 =111■11�4%'��/'IMO= . �i1 ►, .. 1 •11111111111 011111M1=11111=4= 1 NL - 7 5 7 5 11111111•6 MININ101■11IngiQL____ 1111111M. - .=1111=1111/ = NL 7 5 7 • TYP TYP d ET i 10) NL 19 \ NL 1 19 17 1 EJ ETR - v ~ � ETR O ® EIIR 0 �� 0 LAI 1 HA 1,3 11 HA 9,11 HA 17,19 1 NL IMM 1■■111•=111111 .=111111MIN♦ 9 11 9 9 HA 13,15 NL HA 5,7 1 13 NL =NM ■140111111= ,11100= .S.i•lll.•s 1 ✓� /iii / / /// • � _ �.�llt.= 11 l=n1111111M 'MID= 9 11 9 11 9 10 11•11114■11■ .�Ilrill•.,. 9 11 9 9 M11111 =lite 11 a 1 11 • 17 19 - NL 19 17 19 17 19 17 9 • � INIIIINIMIIM■11.M11111 11111=111110M 15 15 13 -61 ` 11 141111.1111■ 1■1.1■=111M11111111■1.1■11.1111MNII.>• 13 =KO M.0111■11111111111111=41= 15 13 . r ifiii � !♦. MIIIM•iMMINI11110r• 15 • 1 i 13 1 15 ETR 0 1 5 13 15 -r � � 1 \ - - - - - IIIM . 'Mill111 =11111■11.Mill MI6= 19 17 19 17 19 1 3 NL 1 5 3 19 _ -- /11111r / =OM Ili 1111 11111111111W W.- 3 r NMI) JIM= 7 EE SHE 17 NL 19 ETR 15 13 15 1 19 ET A-5 FOR 15 7 1 11 11 ETR 15 13 . OEM MOM 11111•11.1111111i44:-____.,011111111 INS= 15 13 13 15 9 1 7 19 17 17 ETR 19 5 • 1 - r NL 13 HA 8 ETR 0 1 9 11 13 15 13 111 1■1111MI1 .///1111=•1 11 DIME \SIO \AL LAYOUT OF LI3HTS 11 11 15 13 IIIIIM01111111116'-__ .1111=011111=0111111M0= 13 15 f _ __ - 13 15 13 TYP OF ALL ON SALES FLOOR 13 1.=1111 � .=111M llllllllllllllt s .1111= llllllf.=1 - 19 r- EfR 17 1 / 13 15 / 1 NL 10 `i ; �//�� ■1■1 1111 �t.�i� 1 1 1 ' 1 I 1 1 1 1 1 1 1 tJ NIGHT, EMERGENCY AND EXIT DEVICES TO CIRCUIT A- 20,22,24 AS INDICATED. PROVIDE LOCK ON DEVICE. ®2 COLUMN MOUNTED EMERGENCY SPOT AND EXIT COMBINATION FIXTURE. REFER TO 8/E -4 FOR FIXTURE MOUNTING HEIGHTS. ®3 NEW STAGING AND MEZZANINE AREA LIGHTS ARE TO BE MOUNTED AS HIGH AS STRUCTURE WILL ALLOW. O LIGHTS SURFACE MOUNTED ON CEILING, SEE DETAIL 7/E -4 (TYPICAL THIS ROOM /AREA) VERIFY NUMBER AND LOCATIONS OF SIGN OUTLETS WITH MSI PROJECT MANAGER. PRIOR TO ANY JUNCTION BOX INSTALLATION. ADDITIONAL SIGN CIRCUITS MAY BE LOCATED ON DIFFERENT SIDE OF BUILDING. ✓ SIGN OUTLETS, VERIFY LOCATION WITH SIGN CONTRACTOR, FINAL ELECTRICAL CONNECTION AND NEC DISCONNECT BY ELECTRICAL CONTRACTOR. • PROVIDE DIRECTIONAL EXIT INDICATORS AS NOTED. ® PROVIDE WEATHER TIGHT SEAL AT BUILDING FOR ALL EXTERIOR LIGHTS. RELAMP OR REPLACE AS NEEDED. 0 CIRCUIT TO 24 -HOUR, UNSWITCHED POWER FROM LOCAL ROOM LIGHTING CIRCUIT PER NEC 700 -12e. PROVIDE ADDITIONAL CONDUCTOR THAT BY- PASSES CONTACTOR. 10 PROVIDE 2" CONDUIT STUB THRU WALL DOWN TO 24" ABOVE CEILING FOR FUTURE WIRE PULL BY MICHAELS. REFER TO DETAIL 5/E -4. ENDS OF CONDUIT STUBS ARE TO HAVE BUSHINGS. 11 PROVIDE 2" CONDUIT STUB THRU WALL AT LOCATIONS INDICATED FOR FUTURE WIRE PULL BY MICHAELS. ROUTE TIGHT TO BOTTOM OF DECK, STUB TO MEZZANINE AREA AT TELEPHONE BOARD. REFER TO DETAIL 5/E-4. 12 PROVIDE 2" SLEEVE THRU WALL AT LOCATION INDICATED FOR FUTURE WIRE PULL BY MICHAELS. 13 FLUORESCENT LIGHT FIXTURE IN CLASSROOM IS TO BE INSTALLED AFTER CABINETS ARE MOUNTED.. CONTRACTOR SHALL VERIFY CLEARANCES BEHIND LIGHT VALANCE PRIOR TO ANY INSTALLATION. 14 PROVIDE 1 -HOUR TIMED SWITCH MOUNTED WITHIN 6" OF ACCESS PANEL FOR CATWALK LIGHTS. .r LIGHTS ARE MOUNTED Q 6' -O" ABOVE CATWALK. LOCATE NO MORE THAN 6" ADJACENT TO CATWALK FOR BULB REPLACEMENT ACCESS. 1 MOTION SENSORS TO BE INTERLOCKED WITH MEZZANINE AREA LIGHTS. MOTION SENSOR POWER PACK HAS A MAXIMUM CAPACITY OF 20 AMPS © 277V. LIGHTS SHALL TURN ON WHEN MOTION IS DETECTED ON STAIR OR ANYWHERE IN THE MEZZANINE AREA. SET LIGHTS -ON DURATION FOR 30 MINUTES. 1 SLAVE EMERGENCY REMOTE HEADS FROM NEAREST XR12206 BATTERY. DO NOT EXCEED MAXIMUM DISTANCE PER MANUFACTURER'S REQUIREMENTS. PROVIDE AS REQUIRED BY CODE OR AUTHORITY HAVING LOCAL JURISDICTION. ® WIRE GUARDS REQUIRED FOR ALL FIXTURES IN FRAME ROOM AND IN MEZZANFIXTURE. INE- WIRE GUARDS ARE 4' -O" IN LENGTH, ORDER 2 PER 8' -0" ® EXISTING 2X4 PARABOLIC LIGHT FIXTURES TO BE RELOCATED TO NEW LOCATION AS SHOWN. RELAMP W/ T8'S AND REBALLAST AS NEEDED. 20 EXISTING EXTERIOR CAN LIGHTS TO REMAIN. RELAMP OR REPLACE AS NEEDED. 21 RECONNECT LIGHT FIXTURE TO EXISTING CIRCUIT. 22 ADD EMERGENCY BALLAST TO FIXTURE IF NOT ALREADY EXISTING. REPLACE AS NEEDED. BALLAST TYPE LISTED ON SHEET E5. 0 ETR 0 ETR O E1'R O ETR ° ETR ®s TYP 1 o ETR I C 1 1,3,5 Ci 0 TYP 0 ETR O ETR O 20 TYP GE \ERAL LIGHTI \G \ NOTE: PER NEC 210-23(a), LICHT LOAD PER CIRCUIT MAY NOT EXCEED 80% OF CIRCUIT BREAKER CAPACITY. f"1 MEANS OF EGRESS ILLUMINATION IBC 1006.1 Illumination required. The means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. IBC 1006.2 Illumination level. The means of egress shall not be less than 1 foot - candle at the walking level. IBC 1006.3 Illumination emergency power. The power supply for means of egress shall illuminate the following areas: 1. Aisles and unenclosed stairways of rooms that require two or more means of egress. 2. Corridors, exit enclosures and exit passageways.. 3. Exterior egress components... 4. Interior exit discharge elements... 5. Exterior Iandings...for exit discharge doorways... DD 745/t OTES 1. ALL LIGHTING EXCEPT EMERG /EXIT AND NIGHTLIGHTING TO BE CONTROLLED BY TIMECLOCK CONTACTOR SYSTEM. REFERENCE SHEET E4. 2. REFER TO 1/E4 AND 2/E4 FOR CONTACTOR DETAILS. 3. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER LIGHTING LAYOUT. REFER TO ARCHITECTURAL SHEET A5. 4. ALL SALES FLOOR LIGHTS BE TO CHAIN HUNG AND MOUNTED AT +14' -O" A.F.F. 5. ALL STAGING AREA LIGHTS ARE TO BE CHAIN HUNG. MOUNTING HEIGHT TO MATCH EXISTING TO REMAIN IN AREA. 6. ALL INTERIOR EMERGENCY SIGNS AND WALLPACKS ARE TO BE REPLACE WITH NEW. 7. ALL HIGH BAY FIXTURES IN SALES AREA TO BE REMOVED AND REPLACED WITH NEW 8' STRIPS. 8. "ETR" DESIGNATES ALL EXISTING FIXTURES TO REMAIN TO BE RELAMPED W/ T8 LAMPS AND REBALLASTED AS NEEDED. 9. "EX" DESIGNATES EXISTING FIXTURES TO BE RELOCATED TO NEW LOCATION AS SHOWN. RELAMP W/ T8 LAMPS AND REBALLAST AS NEEDED. NOTE: COORDINATE LIGHTING LAYOUT WITH MICHAELS FIXTURE PLAN AND DIFFUSER LOCATIONS. NOTE: CONTRACTOR SHALL PROVIDE ADDITIONAL LOCAL SWITCHING AS REQUIRED BY ENERGY CODES. JAN 11 2008 tt r' g � L•6 C Ue t,N P EF CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECTS OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK i w 0 X (CO 0 0 m z ¢ -' z r m O w 0 9 w ma 0 >- 0 61 P, 1 6 0 DRAWING CONTENTS: ELECTRICAL LIGHTING PLANS DRAWING NO.: E2.1 NOTE: COMPUTE ND TEL PHONE EQUIPMENT TO HAVE BONDI CONDUC OR CONNECTION TO NORMAL GROUN G SYSTE . CONNECT VIA EQUIPMENT POVI CORD. 0 V A A 111 III , 7771 0 . AFF A 6 "x6" GAN BOX WIT ti 4' -0" .f) KI 72" AFF REMOTE SENSOR _ REF MP -1.1 14 OFFICE 1 L A COYkR S 'EE 20 ENLARGED OFFICE PLAN SCALE. N.T.S 9/E -3 A 29 31 33 . 35 J SODA MACHIN BREAK ROOM r 18 MICHAELS WIL AND COMPUTE ..2 ENLARGED BREAKROOM PLAN SCALE. N.T.S PROVIDE AND INSTALL ALL TELEPHONE CABLE B 11 EMPLOYEE TIME CLOCK — PHONE 48" AFF GFC I CEILING AT 9' -0" AFF, (TYP) REMOTE SENSOR RTU -2 /// \ ac. VOLUME CONTROL REM RI SINGLE GANG BOX WITH 3/4" CONDUIT STUBBED TO ABOVE CEILING FOR PAGING AND SPEAKER LINES WALL ELEVATION OFFICE SCALE. N.T.S SCALE. N.T.S CEILING AT 9 -0" AFF, (TYP) 3/4" CONDUIT t NOTE: ALL ELEC BOXES, CONDUITS, ETC ARE TO BE BRACED TO STUDS AS REQUIRED FOR RIGIDITY. COMPLY WITH ALL APPLICABLE CODES REGARDING THIS ITEM. WALL ELEVATION CASH 3/4" CONDUIT STUBBED TO STUBBED TO - ( ABOVE CEILI ABOVE CEILING. NOTE: ALL ELEC BOXES, CONDUITS, ETC ARE TO BE BRACED TO STUDS AS REQUIRED FOR RIGIDITY. COMPLY WITH ALL APPLICABLE CODES REGARDING THIS ITEM. DUPLEX GFI OUTLETS rvtil 1) 3/4" C. STUBBED TO ABOVE CEILING 03 DUPLEX O r SCALE. N.T.S NOTE: ALL ELEC BOXES, CONDUITS, ETC ARE TO BE BRACED TO STUDS AS REQUIRED FOR RIGIDITY. COMPLY WITH ALL APPLICABLE CODES REGARDING THIS ITEM. NG. SINGLE Ei GANG BOX n z L CEILING AT 9'--0" AFF, (TYP) (2) 3/4" C. STUBBED TO ABOVE CEILING NOTE: ALL ELEC BOXES, CONDUITS, ETC ARE TO BE BRACED TO STUDS AS REQUIRED FOR RIGIDITY. COMPLY WITH ALL APPLICABLE CODES REGARDING THIS ITEM. WALL ELEVATION OFFICE SCALE. N.T.S E WALL ELEVATION BREAK ROOM SCALE. N.T.S (1) 3/4" C. STUBBED TO ABOVE CEILING MEM M!E 03 WALL ELEVATION CASH DUPLEX OUTLET 1 1 DUPLEX OUTLET 2" C. STUBBED TO ABOVE CLG SEE 5/E4 6 "x6" GANG BOX WITH COVER NOT THIS IS A OL )AD ISOLATED GROUND v r•• 3/4" CONDUIT (1) 3/4" C. STUBBED TO ABOVE CEILING L CEILING AT 9' -O" AFF, (TYP) NOTE: ALL ELEC BOXES, CONDUITS, ETC ARE TO BE BRACED TO STUDS AS REQUIRED FOR RIGIDITY. COMPLY WITH ALL APPLICABLE CODES REGARDING THIS ITEM. WALL ELEVATION OFFICE SCALE. N.T.S EMPLOYEE TIMECLOCK IG OUTLET DATA OUTLET (3) 3/4" CONDUIT TO 6" ABOVE CEILING BY MSI i f f f / / WALL ELEVATION BREAKROOM SCALE. N.T.S LINE OF WIDE PH (3) 3/4" CONDUIT TO 6" ABOVE CEILING VOLUME CONTROL NE NOTE: ALL ELEC BOXES, CONDUITS, ETC ARE TO BE BRACED TO STUDS AS REQUIRED FOR RIGIDITY. COMPLY WITH ALL APPLICABLE CODES REGARDING THIS ITEM. 10 WALL ELEVATION BREAK ROOM SCALE. N.T.S JAN 11 2006 P o yl3 'u` .3' irEh w 1- 0 —1 cl) �� gIL ,_ r U 0_0 1 0 Olcq 0 - r m Z 0 m 0 LL, U 7 U DRAWING CONTENTS: ENLARGED ELECTRICAL PLANS AND ELEV. DRAWING NO.: E3 I 11 3 1 — - - - - 1:1:1 -1-4_ i . _ f ■ i 4,- ■ I j P. a U 1 I— . _ i ill - - I . 1.11 . 1 - MB _. , , . Ek6I . ... . . _ Ili _ -- A II - - . I I is • =E II , 1 GFI OUTLET RESTROOM ELEVATION _I SCALE. 1I8 1-O' NOTE: ALL ELEC BOXES, CONDUITS, ETC ARE TO BE BRACED TO STUDS AS REQUIRED FOR RIGIDITY. COMPLY WITH ALL APPLICABLE CODES REGARDING THIS ITEM. FRAMING ROOM ELEVATIONS SCALE. 1/4'31 AIR TEMP SENSOR j j =9" DUPLEX OUTLE7' VOLUME CONTR c5) 220 OUTLET—I (2) 3/4" CONDUIT TO 6" ABOVE CEILING LINE OF 9 WIDE PHONE PHONE OUTLET DUPLEX CUTLET 4"-Cr NOTE: ALL ELEC BOXES, CONDUITS, ETC ARE TO BE BRACED TO STUDS AS REQUIRED FOR RIGIDITY. COMPLY WITH ALL APPLICABLE CODES REGARDING THIS ITEM. NOTE: ALL ELEC BOXES, CONDUITS, ETC ARE TO BE BRACED TO STUDS AS REQUIRED FOR RIGIDITY. COMPLY WITH ALL APPLICABLE CODES REGARDING THIS ITEM. -H- \ \\\\\ \ \\\ \\_ \ \ • .1 INTERIOR SALES ELEVATION SCALE. VS% 1 ° °0® AtIbet3 CONDUIT WITH PULLSTRING ALL DEVICES MUST BE INSTALLED WITHIN 24 SHOWN --\\ TctrAL'ARM-7176-TERNWICATOTTAVEL' • --KIERE--REINIRETE 24 MAX • PULL BOX FOR KEY PAD NOTE: ALL ELEC BOXES, CONDUITS, ETC ARE TO BE BRACED TO STUDS AS REQUIRED FOR RIGIDITY. COMPLY WITH ALL APPLICABLE CODES REGARDING THIS ITEM. THIS DRAWING INDICATES LOCATION OF REMOTE ENUNCIATOR PANEL AS MAY BE REQUIRED BY FIRE MARSHAL IN SOME JURISDICATIONS. MAIN FIRE PANEL CONTROL IS LOCATED AT PHONE BOARD IN MEZZANINE, REFER TO ELECTRICAL SCHEDULES. \\ \ • JAN 1 1 2008 • tJ 1— 0 0 0 0 DRAWING CONTENTS: ELECTRICAL ELEVATIONS AND DETAILS DRAWING NO.: .1 • _11'.,_..at,L1 FRI T eUE31~1 I TT AL 01/03/Oa PROJECT NO.: DESCR:PTION SCALE: N.T.S SCALE: N.T.S EMS DEDICATED POWER CIRCUIT WITH LOCK —ON AT CIRCUIT BREAKER. REFER TO PANEL SCHEDULE. CONTROL VIA EMS REFER TO EMS DRAWINGS FOR DETAILS N SIGNAGE SIGNAGE SIGNAGE SIGNAGE SIGNAGE SIGNAGE SOFFIT LTS EXTERIOR LIGHTS COORDINATE WITH STORE MANAGER THE HOURS OF OPERATION AND DEMONSTRATE ALL EMS TIME CLOCK FUNCTIONS TO STORE MANAGER. PROVIDE STORE MANAGER AND MICHAELS CONSTRUCTION DEPARTMENT WITH COPIES OF ALL OPERATIONS AND INSTALLATION MANUALS. 1. LOAD3 CHANNEL - (SIGNAGE LIGHTING) (PHOTOCELL ON - 12:00 MIDNIGHT OFF) 2. LOAD4 CHANNEL - (SOFFIT AND EXTERIOR LIGHTING) (ON WITH PHOTOCELL - OFF WITH PHOTOCELL) DETAIL IS SCHEMATIC IN NATURE TO SHOW CONTROL INTENT. REFER TO EMS DRAWINGS FOR ADDITIONAL CONTROL AND CONNECTION INFORMATION. SOFFIT, LIGHTING, SIGN (RE EMS DEDICATED POWER CIRCUIT WITH LOCK —ON AT CIRCUIT BREAKER. REFER TO PANEL SCHEDULE. LIGHTS LIGHTS LIGHTS LIGHTS LIGHTS LIGHTS SPARE SPARE SCALE: N.T.S CONTROL VIA EMS REFER TO EMS DRAWINGS FOR DETAILS CONDUIT STUB -OUTS _,Y 3, RELAY 4) N N DETAIL IS SCHEMATIC IN NATURE TO SHOW CONTROL INTENT. REFER TO EMS DRAWINGS FOR ADDITIONAL CONTROL AND CONNECTION INFORMATION. COORDINATE WITH STORE MANAGER THE HOURS OF OPERATION AND DEMONSTRATE ALL TIME CLOCK FUNCTIONS TO STORE MANAGER. PROVIDE STORE MANAGER AND MICHAELS CONSTRUCTION DEPARTMENT WITH COPIES OF ALL OPERATIONS AND INSTALLATION MANUALS. 1. LOAD1 CHANNEL- (ALTERNATE ROWS SALES LIGHTING, BACK AREAS AND OFFICE) (7:00 A.M. - 11:00 P.M.) 2. LOAD2 CHANNEL - (ALTERNATE ROWS SALES .LIGHTING) (8:45 A.M. - 9:00 P.M.) LIGHTS ON LOAD1 SHALL BE CIRCUITED TO SEPARATE LOAD1 CONTACTORS. LIGHTS ON LOAD2 SHALL BE CIRCUITED TO SEPARATE LOAD2 CONTACTORS. TOILET EXHAUST FAN SHALL BE CIRCUITED TO SEPARATE CONTACTOR CONTROLLED WITH RELAY 1. THE ELECTRICAL CONTRACTOR SHALL DETERMINE THE NUMBER OF CONTACTORS REQUIRED FOR ALL LIGHTS PRIOR TO ANY WORK. LIGHTING CONTROL DETAIL ( RE-AY 1, RELAY2) LIGHTING CONTACTOR (IN SLP PANEL) PROVIDE ELECTRICAL CIRCUIT FOR ALL CONTACTORS. NO CONDUIT BELOW JOIST OFFICE TURNED DOWN WITHIN 2' -O" OF CEILING PROVIDE PULLSTRINGS LIGHTING CONTACTOR (IN SLP PANEL) PROVIDE ELECTRICAL CIRCUIT FOR ALL CONTACTORS. N N LIGHTING CIRCUIT(S) PROVI ADDITIONAL LIGHTING CONTACTORS AS REQUIRED TO CONTROL ALL LIGHTING SYSTEMS CONTACTOR 3 (LOAD3): 10POLE CONTACTOR 4 (LOAD4): 4 POLE SIGN CIRCUIT(S) REFER TO NOTE 10 SHT. E -2.1 SOFFIT LIGHTS CIRCUIT EXTERIOR LTS CIRCUIT PROVIDE ADDITIONAL LIGHTING CONTACTORS AS REQUIRED TO CONTROL ALL LIGHTING SYSTEMS CONTACTOR 1 (LOAD1): 12POLE CONTACTOR 2 (LOAD2): 6 POLE CONTACTOR 5 (LOAD1): 3 POLE (FOR 120V TOILET FAN CONTROL) (2) 2" CONDUITS SALES BUSHING PROVIDE BUSHINGS AT ENDS OF CONDUIT TO PREVENT DAMAGE TO WIRES DURING PULLING E18016 \OUNT THIS SIDE DOWN ASSEMBLY BALL & SWIVEL COOPER CROUSE —HINDS 1 -866 -764 -5454 ITEM #718 TPSFH12 (SQUARE) TPRFH12 (ROUND) MEZZANINE E18016 MOUNT THIS OPTION -A I OPTION -B I OUND J- FIXTURE SCALE: N.T.S SUSPENDED LIGHT DETAIL SCALE: N.T.S _Air %te RUCTUR I'p j�% 1 ■ ROOF R ION SHALL BE S EQUIREME r ! J " . PENET PER COD ED • 2" CONDUIT STUB FOR SPEAKER, BURGLAR 2" CONDUIT STUB FOR 1 DATA COMMUNICATIONS ROUTE TO 12" ABOVE TELE BOARD NOTE: STUBS FOR MICHAELS STORES USE ONLY. ELECTRICAL CONTRACTOR TO PROVIDE SEPARATE STUBS FOR POWER REQUIREMENTS. FIRE SPRINKLER AND ALARM CONTRACTOR TO PROVIDE SEPARATE STUBS FOR POWER REQUIREMENTS. SIDE DOWN (WARE J -BOXI MOUNTING CEILING TILE TELE BOARD REFER TO NOTE 11 SHT. E--2.1 TPSFH12 ASSEMBLY, BALL & SWIVEL 3/4 -14 NPT (FOR 4" SQUARE J— BOXES) TPRFH12 ASSEMBLY, BALL & SWIVEL 3/4 -14 NPT (FOR 4" ROUND J--- BOXES) BOXI DRILL AND TAP #8 -32 THRU TYPICAL 2 PLACES DRILL AND TAP #8 -32 THRU TYPICAL 2 PLACES ASSEMBLY. SUPPORT FROM END OF EACH FIXTURE CEILING GRID 'T' MANUFACTURER'S 'T' GRID HOOK WITH AIR GAP BETWEEN CEILING AND FIXTURE TURN CONDUIT 90 DEGREES - 12" ABOVE CEILING OFFICE CEILING 6 X 6 BOX © OFFICE CORNER REFER TO DETAIL 5 SHEET E -3 SPARE SCALE: N.T.S DECK 4 "X4" JUNCTION BOX BALL & SWIVEL ASSEMBLY 3/4" DIA RIGID OR IMC CONDUIT WITH THREADED END FURNISHED BY E.C. - PAINT WHITE ADDITIONAL CHAINS /HANGERS FURNISHED WITH FIXTURE, INSTALLED ON EACH END OF FIXTURE BY E.C. DO NOT PAINT CIRCUIT *1 REGULAR POWER 1DB3 -15 WHIP CIRCUIT *2 CONDITIOINAL POWER WITH ISOLATED GROUND 1DR4 -15 -1G WHIP WALL MOUNTED ILLUMINATED EXIT SIGN WITH BATTERY BACK -UP EXIT • : .2:E /_.J WALL MOUNTED EXIT SIGNS AND EMERGENCY SPOTS SHALL NOT INTERFERE WITH PAINT STRIPE BLACK TO HOT CIRCUIT # 1 WHITE TO NEUTRAL WHIP INSTALLATION 1. WIRE CIRCUIT *1 TO REGULAR POWER 15' WHIP IN THE CLIENT SUPPLIED CEILING •J• BOX. 2. WIRE CIRCUIT 3 2 TO CONDITIONAL POWER 15' WHIP IN THE SAME CLIENT CEILING •J° BOX. 3. CONNECT THE WHIP CONNECTOR ENDS TO THE POWER POLE MOUNTED CONNECTORS. DECK 4 "X4" JUNCTIJCH BOX BALL & SWIVEL ASS 3/4" DIA RIGIC OR IMC WITH THREADED, END FU BY E.C. - PAltT WHITE ADDITIONAL CHAINS /HANG WITH FIXTURE, 'INSTALLED OF FIXTURE BY E.C. DO NOT PAINT 12' -G" AFF CENTER OF SIGN PENDANT MOUNTED FIXTURES SHALL BE MOUNTED AT HEIGHTS INDICATED. REQUIRED FIXTURE HEIGHTS SCALE: N.T.S GREEN TO GROUND SHARED IN BOX BLACK TO HOT CIRCUIT # 1 WHITE TO NEUTRAL MBLY ONDUIT NISHED • WHERE STRUCTURAL CONDITIONS DO NOT ALLOW REQUIRED FIXTURE HEIGHT THE CONTRACTOR SHALL CONTACT MICHAELS CONSTRUCTION DEPARTMENT FOR APPROVED ALTERNATE HEIGHTS PRIOR TO ANY WORK GREEN WITH STRIPE TO ISOLATED GROUND RS FURNISHEb ON EACH END GREEN TO GROUND SHARED IN BOX NOTE: UL- LISTED WHIPS / RELOC. ARE PROVIDED BY MICHAELS AND INSTALLED BY THE CONTRACTOR EXIT i c i u l l/C(d/ K / CLIENT'S CEILING REGULAR POWER •J° BOX DECK DO NOT PAINT CLINT'S CEILING CONDITIONAL POWER •J• BOX WITH ISOLATED GROUND 4 "X4" JUNCTION BS BALL & SWIVEL ASSEMBLY 3/4" DIA RIGID Q IMC MC CONDUIT WITH THREADED END FURNISHED BY E.C. - PAINT WHITE ADDITIONAL CHAINS /HANGERS FUR WITH FIXTURE, INSTALLED ON EAC OF FIXTURE BY E.C. NISHED END WALL MOUNTED EMERGENCY SPOT 16' -O" AFF BOTTOM OF LIGHT REF A' SHEETS TOP OF PAINT STRIP -f REF A' SHEETS BOTTOM OF PAINT BAND JAN 11 2008 Pa:..� ul / I Ar BOh E6 r rr AND elf 2 0 61 r 0 r 0 0 0 DRAWING CONTENTS: ELECTRICAL DETAILS DRAWING NO.: E4 1• ID SECTION 1 6A GENERAL ELECTRICAL REQUIREMENTS: 16A 1 GENERAL INSTRUCTIONS 16A 1 -1 GENERAL REQUIREMENTS ALL REQUIREMENTS UNDER DIVISION 1 AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS APPLY TO THIS SECTION AND DIVISION. WHERE THE REQUIREMENTS OF THIS SECTION AND DIVISION EXCEED THOSE OF DIVISION 1, THIS SECTION AND DIVISION TAKE PRECEDENCE. BECOME THOROUGHLY FAMILIAR WITH ALL THEIR CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION, SECTION OR BOTH. WORK REQUIRED UNDER THIS DIVISION INCLUDES ALL MATERIAL, EQUIPMENT, APPLIANCES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE ELECTRICAL SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS, OR REASONABLY INFERRED TO BE NECESSARY TO FACILITATE EACH SYSTEM ?S FUNCTIONING AS IMPLIED BY THE DESIGN AND THE EQUIPMENT SPECIFIED. THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, AND PORTIONS OF THE WORK DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES, NOTIFY THE ENGINEER AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK INVOLVED. DRAWINGS ARE GRAPHIC REPRESENTATIONS OF THE WORK UPON WHICH THE CONTRACT IS BASED. THEY SHOW THE MATERIALS AND THEIR RELATIONSHIP TO ONE ANOTHER, INCLUDING SIZES, SHAPES, LOCATIONS, AND CONNECTIONS. THEY ALSO CONVEY THE SCOPE OF WORK, INDICATING THE INTENDED GENERAL ARRANGEMENT OF THE EQUIPMENT, FIXTURES, OUTLETS AND CIRCUITS WITHOUT SHOWING ALL OF THE EXACT DETAILS AS TO ELEVATIONS, OFFSETS, CONTROL LINES, AND OTHER INSTALLATION REQUIREMENTS. USE THE DRAWINGS AS A GUIDE WHEN LAYING OUT THE WORK AND TO VERIFY THAT MATERIALS AND EQUIPMENT WILL FIT INTO THE DESIGNATED SPACES, AND WHICH, WHEN INSTALLED PER MANUFACTURERS' REQUIREMENTS, WILL ENSURE A COMPLETE, COORDINATED, SATISFACTORY AND PROPERLY OPERATING SYSTEM. DRAWINGS ARE SCHEMATIC IN NATURE, SHOW THE VARIOUS COMPONENTS OF THE SYSTEMS APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY SHALL BE INTEGRATED WITH OTHER PARTS OF THE WORK. FIGURED DIMENSIONS TAKE PRECEDENCE TO SCALED DIMENSIONS. DETERMINE EXACT LOCATIONS BY JOB MEASUREMENTS, BY CHECKING THE REQUIREMENTS OF OTHER TRADES, AND BY REVIEWING ALL CONTRACT DOCUMENTS. CORRECT ERRORS THAT COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION, AT NO ADDITIONAL COST TO THE OWNER. SPECIFICATIONS DEFINE THE QUALITATIVE REQUIREMENTS FOR PRODUCTS, MATERIALS, AND WORKMANSHIP UPON WHICH THE CONTRACT IS BASED. 16A 1 -2 DEFINITIONS WHENEVER USED IN THESE SPECIFICATIONS OR DRAWINGS, THE FOLLOWING TERMS SHALL HAVE THE INDICATED MEANINGS: 1. FURNISH: ?TO SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLING, INSTALLING, AND SIMILAR OPERATIONS.? 2. INSTALL: ?TO PERFORM ALL OPERATIONS AT THE PROJECT SITE, INCLUDING, BUT NOT LIMITED TO, AND AS REQUIRED: UNLOADING, UNPACKING, ASSEMBLING, ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, TESTING, COMMISSIONING, STARTING UP AND SIMILAR OPERATIONS, COMPLETE, AND READY FOR THE INTENDED USE.? 3. PROVIDE: ?TO FURNISH AND INSTALL COMPLETE, AND READY FOR THE INTENDED USE.? 4. FURNISHED BY OWNER (OR OWNER - FURNISHED) OR FURNISHED BY OTHERS: ?AN ITEM FURNISHED BY THE OWNER OR UNDER OTHER DIVISIONS OR CONTRACTS, AND INSTALLED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE, AND READY FOR THE INTENDED USE, INCLUDING ALL ITEMS AND SERVICES INCIDENTAL TO THE WORK NECESSARY FOR PROPER INSTALLATION AND OPERATION. INCLUDE THE INSTALLATION UNDER THE WARRANTY REQUIRED BY THIS DIVISION. 5. ENGINEER: WHERE REFERENCED IN THIS DIVISION, ?ENGINEER? IS THE ENGINEER OF RECORD AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, AND IS A CONSULTANT TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN THE GENERAL AND /OR SUPPLEMENTARY CONDITIONS. WHEN USED IN THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND OBLIGATIONS TO, THE ?ARCHITECT ?. 6. AHJ: THE LOCAL CODE AND /OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION OVER THE WORK. 7. NRTL: NATIONALLY RECOGNIZED TESTING LABORATORY, AS DEFINED AND LISTED BY OSHA IN 29 CFR 1910.7 (E.G., UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. 8. THE TERMS "APPROVED EQUAL ", ?EQUIVALENT ?, OR "EQUAL" ARE USED SYNONYMOUSLY AND SHALL MEAN ?ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER SPECIFIED ?. THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, CERTIFIED, OR ALL THREE, BY AN NRTL, AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. 16A 1 -3 PRE -BID SITE VISIT PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED OF CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 16A 1 -4 MATERIAL AND WORKMANSHIP PROVIDE ALL MATERIAL AND EQUIPMENT NEW AND IN FIRST CLASS CONDITION. PROVIDE MARKINGS OR A NAMEPLATE FOR ALL MATERIAL AND EQUIPMENT IDENTIFYING THE MANUFACTURER AND PROVIDING SUFFICIENT REFERENCE TO ESTABLISH QUALITY, SIZE AND CAPACITY. ALL WORKMANSHIP SHALL BE OF THE FINEST POSSIBLE BY EXPERIENCED MECHANICS OF THE PROPER TRADE. IN GENERAL, PROVIDE THE FOLLOWING QUALITY GRADE(S) FOR ALL MATERIALS AND EQUIPMENT LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTABLE: COMMERCIAL SPECIFICATION GRADE : PROVIDE ALL HOISTS, SCAFFOLDS, STAGING, RUNWAYS, TOOLS, MACHINERY AND EQUIPMENT REQUIRED FOR THE PERFORMANCE OF THE ELECTRICAL WORK. STORE AND MAINTAIN MATERIAL AND EQUIPMENT IN CLEAN CONDITION, AND PROTECTED FROM WEATHER, MOISTURE, AND PHYSICAL DAMAGE. FURNISH ONLY MATERIAL AND EQUIPMENT THAT ARE LISTED, LABELED, CERTIFIED, OR ALL THREE, BY A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL), WHENEVER ANY LISTING OR LABELING EXISTS FOR THE TYPES OF MATERIAL AND EQUIPMENT SPECIFIED. AT A MINIMUM, GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NECA 1 (LATEST EDITION), ?STANDARD PRACTICES FOR GOOD WORKMANSHIP IN ELECTRICAL CONSTRUCTION? 16A 1 -5 MANUFACTURERS IN OTHER ARTICLES WHERE LISTS OF MANUFACTURERS ARE INTRODUCED, SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE MANUFACTURERS SPECIFIED. WHERE A LIST I5 PROVIDED, MANUFACTURERS ARE LISTED ALPHABETICALLY AND NOT IN ACCORDANCE WITH ANY RANKING OR PREFERENCE. WHERE MANUFACTURERS ARE NOT LISTED, PROVIDE PRODUCTS SUBJECT TO COMPLIANCE WITH REQUIREMENTS FROM MANUFACTURERS THAT HAVE BEEN ACTIVELY INVOLVED IN MANUFACTURING THE SPECIFIED PRODUCT FOR NO LESS THAN 5 YEARS. 16A 1 -6 COORDINATION COORDINATE ALL WORK WITH OTHER DIVISIONS AND TRADES SO THAT VARIOUS COMPONENTS OF THE ELECTRICAL SYSTEMS ARE INSTALLED AT THE PROPER TIME, FIT THE AVAILABLE SPACE, AND ALLOW PROPER SERVICE ACCESS TO ALL EQUIPMENT. REFER TO ALL DRAWINGS, INCLUDING, BUT NOT LIMITED TO, CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND PLUMBING, AND TO RELEVANT EQUIPMENT SUBMITTALS AND SHOP DRAWINGS TO DETERMINE THE EXTENT OF CLEAR SPACES. MAKE ALL OFFSETS REQUIRED TO CLEAR EQUIPMENT, BEAMS AND OTHER STRUCTURAL MEMBERS, AND TO FACILITATE CONCEALING RACEWAYS IN THE MANNER ANTICIPATED IN THE DESIGN. PROVIDE MATERIALS WITH TRIM THAT WILL FIT PROPERLY THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY INSTALLED 16A 1 -7 ORDINANCES. CODES. AND STANDARDS COMPLY, AT A MINIMUM, WITH NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARDS, STATE AND LOCAL BUILDING CODES, AND ALL OTHER APPLICABLE CODES AND ORDINANCES FOR PERFORMANCE, WORKMANSHIP, EQUIPMENT, AND MATERIALS. ADDITIONALLY, COMPLY WITH RULES AND REGULATIONS OF PUBLIC UTILITIES AND MUNICIPAL DEPARTMENTS AFFECTED BY CONNECTION OF SERVICES. WHERE CONFLICTS BETWEEN VARIOUS CODES, ORDINANCES, RULES, AND REGULATIONS EXIST, COMPLY WITH THE MOST STRINGENT. WHEREVER REQUIREMENTS OF THESE SPECIFICATIONS, DRAWINGS, OR BOTH, EXCEED THOSE OF THE ABOVE ITEMS, THE REQUIREMENTS OF THESE SPECIFICATIONS, DRAWINGS, OR BOTH, SHALL GOVERN. CODE COMPLIANCE, AT A MINIMUM, IS MANDATORY. CONSTRUE NOTHING IN THESE CONSTRUCTION DOCUMENTS AS PERMITTING WORK NOT IN COMPLIANCE, AT A MINIMUM, WITH THESE CODES. BRING ALL CONFLICTS OBSERVED BETWEEN CODES, ORDINANCES, RULES, REGULATIONS, REFERENCED STANDARDS, AND THESE DOCUMENTS TO THE ENGINEER ?S ATTENTION FOR FINAL RESOLUTION. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY VIOLATION OF THE LAW. PROVIDE AND MAINTAIN ALL NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE SAFETY OF THE PUBLIC. OBTAIN AND PAY FOR ALL PERMITS FOR WORK IN THIS DIVISION. 16A 1 -8 PROTECTION OF EQUIPMENT AND MATERIALS STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIALS DELIVERED TO JOB SITE, IN ACCORDANCE WITH MANUFACTURERS? RECOMMENDATIONS. FOR MATERIALS AND EQUIPMENT SUSCEPTIBLE TO CHANGING WEATHER CONDITIONS, DAMPNESS, OR TEMPERATURE VARIATIONS, STORE INSIDE IN CONDITION SPACES. FOR MATERIALS AND EQUIPMENT NOT SUSCEPTIBLE TO THESE CONDITIONS, COVER WITH WATERPROOF, TEAR - RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PIASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL THAT HAS BEEN DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND CONTRACTOR SHALL FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND. PLUG OR CAP OPEN ENDS OF CONDUITS WHILE STORED AND INSTALLED DURING CONSTRUCTION WHEN NOT IN USE TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. 16A 1 -9 SUBSTITUTIONS INCLUDE IN THE BASE BID THE PRODUCTS SPECIFICALLY NAMED IN THESE SPECIFICATIONS OR ON THE DRAWINGS. SUBMIT, IN THE FORM OF ALTERNATES, WITH BID, PRODUCTS OF ANY OTHER MANUFACTURERS FOR SIMILAR USE, PROVIDED THE DIFFERENCES IN COST, IF ANY, ARE INCLUDED FOR EACH PROPOSED ALTERNATE. PRIOR TO THE BID DATE, SUBSTITUTIONS WILL NOT BE CONSIDERED UNLESS SUBMITTED TO THE ARCHITECT FOR ENGINEER ?S REVIEW, AT LEAST TEN CALENDAR DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. INCLUDE THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED AND A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE INCLUDING CUTSHEETS, PHOTOMETRIC DATA, AND ALL OTHER INFORMATION NECESSARY FOR AN EVALUATION FOR EACH SUCH REQUEST. PROVIDE FACTORY GENERATED POINT-BY-POINT CALCULATIONS FOR ALL EXTERIOR LIGHT FIXTURES (PHOTOMETRIC FILES SUPPLIED SO THE ENGINEER CAN GENERATE A POINT -BY -POINT DO NOT SUFFICE FOR THE POINT -BY -POINT CALCULATIONS). PROVIDE INTERIOR POINT-BY-POINT CALCULATIONS AT THE DISCRETION OF THE ENGINEER. SUBMIT A $100.00 REVIEW FEE TO THE ENGINEER WITH EACH SUCH POINT -BY -POINT CALCULATION FOR USE OF ELECTRONIC BASE FILES. AFTER THE BID DATE, PROPOSALS TO SUBSTITUTE LIGHT FIXTURES FOR THOSE SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN, WILL ONLY BE CONSIDERED AS A DEDUCT. SUBMIT PROPOSED SUBSTITUTIONS SEPARATELY, IN SUBMITTAL FORM, WITH A LIST OF PROPOSED SUBSTITUTIONS TOGETHER WITH A DEDUCT PRICE FOR EACH SUBSTITUTION. BOTH THE ARCHITECT, AND ENGINEER, WILL THEN REVIEW PROPOSED SUBSTITUTIONS. THE ENGINEER WILL HAVE THE FINAL AUTHORITY AS TO WHETHER THE LIGHT FIXTURE IS AN ACCEPTABLE REPLACEMENT TO THE SPECIFIED ITEM. THE PROPOSED SUBSTITUTION MAY ALSO BE REJECTED BY THE ARCHITECT FOR AESTHETIC REASONS IF FELT NECESSARY OR DESIRABLE. IN THE EVENT THE PROPOSED SUBSTITUTIONS HEREIN DESCRIBED ARE REJECTED, FURNISH THE SPECIFIED ITEM. 16A 1 -10 SUBMTFTALS ASSEMBLE AND SUBMIT TO THE ARCHITECT FOR ENGINEER ?S REVIEW, MANUFACTURERS'? PRODUCT LITERATURE FOR MATERIAL AND EQUIPMENT TO BE FURNISHED, INSTALLED, OR BOTH, UNDER THIS DIVISION, INCLUDING SHOP DRAWINGS, MANUFACTURERS? PRODUCT DATA AND PERFORMANCE SHEETS, SAMPLES, AND OTHER SUBMITTALS REQUIRED BY THIS DIVISION. PROVIDE THE NUMBER OF SUBMITTALS REQUIRED BY DIVISION 1; HOWEVER, AT A MINIMUM, SUBMIT SEVEN (7) SETS. BEFORE SUBMITTING, VERIFY THAT ALL MATERIALS AND EQUIPMENT SUBMITTED ARE MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, FIT THE AVAILABLE SPACES, AND ALLOW AMPLE AND CODE- REQUIRED ROOM FOR ACCESS AND MAINTENANCE. SUBMITTALS SHALL CONTAIN THE FOLLOWING INFORMATION. SUBMITTALS NOT 50 IDENTIFIED WILL BE RETURNED TO THE CONTRACTOR WITHOUT ACTION: 1. 2. 3. THE PROJECT NAME. THE APPLICABLE SPECIFICATION SECTION AND PARAGRAPH. THE SUBMITTAL DATE. 4. THE CONTRACTOR'S STAMP, WHICH SHALL CERTIFY THAT THE STAMPED DRAWINGS HAVE BEEN CHECKED BY THE CONTRACTOR, COMPLY WITH THE DRAWINGS AND SPECIFICATIONS, AND HAVE BEEN COORDINATED WITH OTHER TRADES. TRANSMIT SUBMITTALS AS EARLY AS REQUIRED TO SUPPORT THE PROJECT SCHEDULE. ALLOW FOR TWO WEEKS ENGINEER REVIEW TIME, PLUS MAILING TIME, PLUS A DUPLICATION OF THIS TIME FOR RESUBMITTALS, IF REQUIRED. TRANSMIT SUBMITTALS AS SOON AS POSSIBLE AFTER NOTICE TO PROCEED AND BEFORE CONSTRUCTION STARTS. THE ENGINEER'S SUBMITTAL REVIEWS WILL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF MEMBERS, OR QUANTITIES; OR FOR OMITTING COMPONENTS OR FITTINGS; OR FOR NOT COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. 16A 1 -11 ELECTRONIC DRAWING FILES IN PREPARATION OF SHOP DRAWINGS, CONTRACTOR MAY, AS AN OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD OR DXF FORMAT FROM THE ENGINEER FOR A SHIPPING AND HANDLING FEE OF $200 FOR A DRAWING SET UP TO 12 SHEETS AND $15 PER SHEET FOR EACH ADDITIONAL SHEET. CONTACT THE ARCHITECT FOR WRITTEN AUTHORIZATION; AND, CONTACT THE ENGINEER TO OBTAIN THE NECESSARY RELEASE AGREEMENT FORM AND TO INDICATE THE DESIRED SHIPPING METHOD AND DRAWING FORMAT. IF A 100 MB ZIP DISK OR CD -ROM IS DESIRED, ADD THE APPROPRIATE CHARGE INDICATED. IN ADDITION TO PAYMENT, ARCHITECT ?S WRITTEN AUTHORIZATION AND ENGINEER ?S RELEASE AGREEMENT FORM MUST BE RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. 16A 1 -12 OPERATION AND MAINTENANCE INSTRUCTIONS SUBMIT TO THE ARCHITECT, FOR ENGINEER ?S REVIEW, COPIES EACH OF OPERATIONS AND MAINTENANCE INSTRUCTION MANUALS, APPROPRIATELY BOUND INTO MANUAL FORM INCLUDING APPROVED COPIES OF THE FOLLOWING, REVISED IF NECESSARY TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY INSTALLED. PROVIDE THE NUMBER OF SUBMITTALS REQUIRED BY DIVISION 1; HOWEVER, AT A MINIMUM, SUBMIT THREE (3) SETS, AND INCLUDE, AT A MINIMUM, THE FOLLOWING INFORMATION: 1. MANUFACTURERS? CATALOGS AND PRODUCT DATA SHEETS 2. WIRING DIAGRAMS 3. MAINTENANCE INSTRUCTIONS 4. OPERATING INSTRUCTIONS 5. PARTS LISTS 6. TEST REPORTS AS DEFINED IN NETA ATS FOR THE SYSTEMS AND EQUIPMENT PROVIDED OR FURNISHED OR INSTALLED UNDER THIS CONTRACT. 7. NAMES, ADDRESSES, TELEPHONE NUMBERS, AND E -MAIL ADDRESSES OF LOCAL CONTACTS FOR WARRANTEE SERVICES AND SPARE PARTS. SUBMIT MANUALS PRIOR TO REQUESTING THE FINAL PUNCH LIST AND BEFORE ANY REQUESTS FOR SUBSTANTIAL COMPLETION. ALSO PROVIDE ADEQUATE VERBAL INSTRUCTIONS OF SYSTEM OPERATIONS TO OWNER'S REPRESENTATIVE AT THE COMPLETION OF, AND BEFORE FINAL ACCEPTANCE OF, THE WORK. 16A 1 -13 TRAINING AT A TIME MUTUALLY AGREED UPON BETWEEN THE OWNER AND CONTRACTOR, PROVIDE THE SERVICES OF A FACTORY TRAINED AND AUTHORIZED REPRESENTATIVE TO TRAIN OWNER'S DESIGNATED PERSONNEL ON THE OPERATION AND MAINTENANCE OF THE EQUIPMENT PROVIDED FOR THIS PROJECT. PROVIDE TRAINING TO INCLUDE BUT NOT BE LIMITED TO AN OVERVIEW OF THE SYSTEM AND /OR EQUIPMENT AS IT RELATES TO THE FACILITY AS A WHOLE; OPERATION AND MAINTENANCE PROCEDURES AND SCHEDULES RELATED TO STARTUP AND SHUTDOWN, TROUBLESHOOTING, SERVICING, PREVENTIVE MAINTENANCE AND APPROPRIATE OPERATOR INTERVENTION; AND REVIEW OF DATA INCLUDED IN THE OPERATION AND MAINTENANCE INSTRUCTIONS. SUBMIT A CERTIFICATION LE I I ER TO THE ARCHITECT STATING THAT THE OWNER ?S DESIGNATED REPRESENTATIVE HAS BEEN TRAINED AS SPECIFIED HEREIN. LEVER SHALL INCLUDE DATE, TIME, ATTENDEES AND SUBJECT OF TRAINING. THE CONTRACTOR AND THE OWNER ?S REPRESENTATIVE SHALL SIGN THE CERTIFICATION LE I I ER INDICATING AGREEMENT THAT THE TRAINING HAS BEEN PROVIDED. SCHEDULE TRAINING WITH OWNER WITH AT LEAST 7 DAYS' ADVANCE NOTICE. 16A 1 -14 WARRANTIES WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULT( WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER ?S STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. ALSO WARRANT THE FOLLOWING ADDITIONAL ITEMS: 1. ALL RACEWAYS ARE FREE FROM OBSTRUCTIONS, HOLES, CRUSHING, OR BREAKS OF ANY NATURE. 2. ALL RACEWAY SEALS ARE EFFECTIVE. 3. THE ENTIRE ELECTRICAL SYSTEM 15 FREE FROM ALL SHORT CIRCUITS AND UNWANTED OPEN CIRCUITS AND GROUNDS. THE ABOVE WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER. AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE COMMENCEMENT DATE AND TERM. 16A 1---15 MISCELLANEOUS REMODELING WORK PROVIDE ALL DEMOLITION OF EXISTING ELECTRICAL SYSTEMS AND NEW ELECTRICAL SYSTEM MODIFICATIONS REQUIRED BECAUSE OF BUILDING REMODELING, AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER OPERATION AND NEW CONSTRUCTION. 16A 2 ELECTRICAL WORK 16A 2 -1 BUILDING OPERATION COMPLY WITH THE SCHEDULE OF OPERATIONS AS OUTLINED IN THE ARCHITECTURAL PORTIONS OF THIS SPECIFICATION. BUILDING SHALL BE IN CONTINUOUS OPERATION. ACCOMPLISH WORK THAT REQUIRES INTERRUPTION OF BUILDING OPERATION AT A TIME WHEN THE BUILDING IS NOT IN OPERATION, AND ONLY WITH WRITTEN APPROVAL OF BUILDING OWNER AND /OR TENANT. COORDINATE INTERRUPTION OF BUILDING OPERATION WITH THE OWNER AND /OR TENANT A MINIMUM OF 7 DAYS IN ADVANCE OF WORK. 16A 2 -2 EXCAVATION AND BACKFILLING PERFORM EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF UNDERGROUND WORK UNDER THIS CONTRACT. TRENCHES SHALL BE OF SUFFICIENT WIDTH. CRIB OR BRACE TRENCHES TO PREVENT CAVE -IN OR SETTLEMENT. DO NOT EXCAVATE TRENCHES CLOSE TO COLUMNS AND WALLS OF NEW BUILDING WITHOUT PRIOR CONSULTATION WITH THE ENGINEER. USE PUMPING EQUIPMENT IF REQUIRED TO KEEP TRENCHES FREE OF WATER. BACKFILL TRENCHES IN MAXIMUM 6 -INCH LAYERS OF WELL TAMPED DRY EARTH IN A MANNER TO PREVENT FUTURE SETTLEMENT. EXCAVATION AS HEREIN SPECIFIED SHALL BE CLASSIFIED AS COMMON EXCAVATION. COMMON EXCAVATION SHALL COMPRISE THE SATISFACTORY REMOVAL AND DISPOSITION OF MATERIAL OF WHATEVER SUBSTANCES AND OF EVERY DESCRIPTION ENCOUNTERED, INCLUDING ROCK, IF ANY, WITHIN THE LIMITS OF THE WORK AS SPECIFIED AND SHOWN ON THE DRAWINGS. EXCAVATION SHALL BE PERFORMED TO THE LINES AND GRADES INDICATED ON THE DRAWINGS. DISPOSE OF EXCAVATED MATERIALS THAT ARE CONSIDERED UNSUITABLE FOR BACKFILL, AND SURPLUS OF EXCAVATED MATERIAL, WHICH IS NOT REQUIRED FOR BACKFILL, ALL TO THE SATISFACTION OF THE ENGINEER. 16A 2 -3 COINCIDENTAL DAMAGE REPAIR ALL STREETS, SIDEWALKS, DRIVES, PAVING, WALLS, FINISHES, AND OTHER FACILITIES DAMAGED IN THE COURSE OF THIS WORK. REPAIR MATERIALS SHALL MATCH EXISTING CONSTRUCTION. REPAIR MATERIALS SHALL GENERALLY MATCH EXISTING CONSTRUCTION. ALL BACKFILLING AND REPAIRING SHALL MEET ALL REQUIREMENTS OF THE OWNER, CITY AND OTHERS HAVING JURISDICTION. REPAIR WORK SHALL BE THOROUGHLY FIRST CLASS. CONFORM TO ALL REQUIREMENTS OF DIVISION 2 OF THESE SPECIFICATIONS. 16A 2 -4 CUTTING AND PATCHING FOLLOWING THE REQUIREMENTS IN DIVISION 1, CUT WALLS, FLOORS, CEILINGS, AND OTHER PORTIONS OF THE FACILITY AS REQUIRED TO PERFORM WORK UNDER THIS DIVISION. OBTAIN PERMISSION OF THE ENGINEER, OWNER, OR BOTH, BEFORE DOING ANY CUTTING. CUT ALL HOLES AS SMALL AS POSSIBLE. PATCH WALLS, FLOORS, AND OTHER PORTIONS OF THE FACILITY AS REQUIRED BY WORK UNDER THIS DIVISION. ALL PATCHING SHALL BE THOROUGHLY FIRST CLASS AND SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION, INCLUDING FIRE RATINGS IF APPLICABLE. 16A 2 -5 ROUGH -IN COORDINATE WITHOUT DELAY ALL ROUGHING -IN WITH OTHER DIVISIONS. CONCEAL ALL RACEWAYS EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE INDICATED ON THE DRAWINGS. 16A 2 -6 SUPPORT SYSTEMS STEEL SLOTTED SUPPORT SYSTEMS (SLOTTED CHANNEL): COMPLY WITH MFMA -3, FACTORY - FABRICATED COMPONENTS FOR FIELD ASSEMBLY; 1 2- GAUGE, 1 -5/8 -INCH BY 1 -5/8- -INCH; COOPER B -LINE, ERICO INTERNATIONAL CORPORATION, HILTI, INC., POWER- STRUT, THOMAS & BETTS CORPORATION, UNISTRUT. FINLSHES; 1. RETAIN ONE OR MORE COATING SYSTEMS IN FIRST THREE SUBPARAGRAPHS BELOW (USUALLY GALVANIZED IS ACCEPTABLE FOR MOST USES) - STAINLESS STEEL SHOULD NOT REQUIRE ANY ADDITIONAL FINISHES. IF RETAINING MORE THAN ONE, SPECIFY WHERE EACH COATING SYSTEM IS REQUIRED. USE STAINLESS STEEL OUTDOORS OR INDOORS WHERE ADDED CORROSION PROTECTION IS DESIRED (TYPE 316 STAINLESS STEEL IS AVAILABLE FOR USE IN VERY CORROSIVE LOCATIONS). CONSULT WITH MANUFACTURER BEFORE SPECIFYING EITHER STAINLESS TYPES, DUE TO USAGE LIMITATIONS AND COSTS. 2. METALLIC COATINGS: HOT -DIP GALVANIZED AFTER FABRICATION AND APPLIED ACCORDING TO MFMA -3. 3. NONMETALLIC COATINGS: MANUFACTURER'S STANDARD PVC, POLYURETHANE, OR POLYESTER COATING APPLIED ACCORDING TO MFMA -3. 4. PAINTED COATINGS: MANUFACTURER'S STANDARD PAINTED COATING APPLIED ACCORDING TO MFMA -3. 5. STAINLESS STEEL: TYPE 304, PER ASTM A240. ALUMINUM SLOTTED SUPPORT SYSTEMS (SLOTTED CHANNEL): COMPLY WITH MFMA -3, TYPE 6063 -T6, PER ASTM B221; FACTORY-FABRICATED COMPONENTS FOR FIELD ASSEMBLY; 12- GAUGE, 1--5/8 --INCH BY 1 --5/8- -INCH; COOPER B -LINE, ERICO INTERNATIONAL CORPORATION, HILTI, INC., POWER- STRUT, THOMAS & BETTS CORPORATION, UNISTRUT. FIELD FABRICATION: 1. WHERE FIELD CUTTING OF STANDARD LENGTHS OF CHANNEL ARE REQUIRED, MAKE CUTS STRAIGHT AND PERPENDICULAR TO MANUFACTURED SURFACES. 2. FOR FIELD -CUT OR DAMAGED SURFACES OF COATED CHANNELS, DRESS CUT ENDS, DAMAGED SURFACES, OR BOTH, WITH AN ABRASIVE MATERIAL (E.G., FILE, GRINDING STONE, OR SIMILAR) AND CLEANSER TO REMOVE OILS, RUST, SHARP EDGES AND SHARDS. 3. FOR CHANNEL WITH A FACTORY- APPLIED COATING, RE- FINISH CUT EDGES WITH A COATING COMPATIBLE WITH THE FACTORY FINISH AND AS RECOMMENDED BY THE MANUFACTURER (E.G., MANUFACTURER ?S TOUCH -UP PAINT OR ZINC -RICH COLD - GALVANIZING COMPOUND, AS APPLICABLE). 16A 2 -7 PENETRATIONS COORDINATE SLEEVE SELECTION AND APPLICATION WITH SELECTION AND APPLICATION OF FIRE - STOPPING SPECIFIED IN DIVISION 7 SECTION "THROUGH - PENETRATION FIRESTOP SYSTEMS." ROOFS: 1. COORDINATE ALL ROOF PENETRATIONS WITH ENGINEER, OWNER, AND AS APPLICABLE, THE ROOFING CONTRACTOR PROVIDING A ROOF WARRANTY. 2. KEEP ALL RACEWAY PENETRATIONS WITHIN MECHANICAL EQUIPMENT CURBS WHEREVER POSSIBLE. COORDINATE WITH DIVISION 15 WORK. 3. FLASH AND COUNTERFLASH ALL OPENINGS THROUGH ROOF, AND /OR PROVIDE PRE- FABRICATED MOLDED SEALS COMPATIBLE WITH THE ROOF CONSTRUCTION INSTALLED, OR AS REQUIRED BY THE ENGINEER, OWNER, OR ROOFING CONTRACTOR. ALL ROOF PENETRATIONS SHALL BE LEAKTIGHT AT THE TERMINATION OF THE WORK AND SHALL NOT VOID ANY NEW OR EXISTING ROOF WARRANTIES. WALLS AND FLOORS: 1. SLEEVES FOR RACEWAYS AND CABLES A. STEEL PIPE SLEEVES: ASTM A 53/A 53M, TYPE E, GRADE B, SCHEDULE 40, GALVANIZED STEEL, PLAIN ENDS AND DRIP RINGS. B. CAST -IRON PIPE SLEEVES: CAST OR FABRICATED "WALL PIPE," EQUIVALENT TO DUCTILE - IRON PRESSURE PIPE, WITH PLAIN ENDS AND INTEGRAL WATERSTOP, UNLESS OTHERWISE INDICATED. 2. SLEEVES FOR RECTANGULAR OPENINGS: GALVANIZED SHEET STEEL WITH MINIMUM 0.052 - INCH THICKNESS AS INDICATED AND OF LENGTH TO SUIT APPLICATION. 16B 2 -8 FIRE - STOPPING THROUGH PENETRATIONS FIRE - RESISTANT THROUGH PENETRATION SEALANTS: TWO -PART, FOAMED -IN- PLACE, SILICONE SEALANT FORMULATED FOR USE IN THROUGH- PENETRATION FIRE - STOPPING AROUND CABLES, RACEWAYS, AND CABLE TRAY PENETRATIONS THROUGH FIRE -RATED WALLS AND FLOORS. SEALANTS AND ACCESSORIES SHALL HAVE FIRE - RESISTANCE RATINGS INDICATED, AS ESTABLISHED BY TESTING IDENTICAL ASSEMBLIES IN ACCORDANCE WITH ASTM E 814, BY UNDERWRITERS' LABORATORIES, INC., OR OTHER NRTL ACCEPTABLE TO AHJ. 1. ACCEPTABLE MANUFACTURERS: A. HILTI, INC. B. 3M CORP. C. RECTORSEAL. D. SPECIFY TECHNOLOGY INC. E. UNITED STATES GYPSUM COMPANY. SUBMITTALS 1. SUBMIT PRODUCT DATA: MANUFACTURER ?S SPECIFICATIONS AND TECHNICAL DATA FOR EACH MATERIAL INCLUDING THE COMPOSITION AND LIMITATIONS, DOCUMENTATION OF UL FIRESTOP SYSTEMS TO BE USED AND MANUFACTURER ?S INSTALLATION INSTRUCTIONS TO COMPLY WITH DIVISION 1. 2. MANUFACTURER ?S ENGINEERING JUDGMENT IDENTIFICATION NUMBER AND DRAWING DETAILS WHEN NO UL SYSTEM IS AVAILABLE FOR AN APPLICATION. ENGINEERING JUDGMENT SHALL INCLUDE BOTH PROJECT NAME AND CONTRACTOR ?S NAME WHO WILL INSTALL FIRESTOP SYSTEM AS DESCRIBED IN DRAWINGS. 3. SUBMIT MATERIAL SAFETY DATA SHEETS PROVIDED WITH PRODUCT DELIVERED TO JOB -SITE. 16A 2 -9 CONCRETE BASES PROVIDE CONCRETE BASES (E.G., HOUSEKEEPING PADS) FOR EQUIPMENT WHERE INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. CONCRETE BASES SHALL HAVE CHAMFERED EDGES. SIZE OF BASE SHALL BE A MINIMUM OF 2 INCHES GREATER THAN THE FOOTPRINT OF THE EQUIPMENT THAT IT IS SUPPORTING. CONSTRUCT EQUIPMENT BASES OF A MINIMUM 28 -DAY, 4000 -PSI CONCRETE CONFORMING TO AMERICAN CONCRETE INSTITUTE STANDARD BUILDING CODE FOR REINFORCED CONCRETE (ACI 318 -99) AND THE LATEST APPLICABLE RECOMMENDATIONS OF THE ACI STANDARD PRACTICE MANUAL. CONCRETE SHALL BE COMPOSED OF CEMENT CONFORMING TO ASTM C 150 TYPE I, AGGREGATE CONFORMING TO ASTM C33, AND POTABLE WATER. EXPOSED EXTERIOR CONCRETE SHALL CONTAIN 5 TO 7 PERCENT AIR ENTRAINMENT. UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE STRUCTURAL DRAWINGS, REINFORCE EQUIPMENT BASES WITH NO. 4 REINFORCING BARS CONFORMING TO ASTM A 615 OR 6X6 ? W2.9 X W2.9 WELDED WIRE MESH CONFORMING TO ASTM A185. PLACE REINFORCING BARS 24 INCHES ON CENTER WITH A MINIMUM OF TWO BARS EACH DIRECTION PROVIDE GALVANIZED ANCHOR BOLTS FOR EQUIPMENT PLACED ON CONCRETE BASES OR ON CONCRETE SLABS. ANCHOR BOLTS SIZE, NUMBER AND PLACEMENT SHALL BE AS RECOMMENDED BY THE MANUFACTURER OF THE EQUIPMENT. CONCRETE EQUIPMENT BASES SHALL HAVE A MINIMUM HEIGHT OF 4 INCHES. CONCRETE BASES SHALL BE POURED -IN- PLACE. 16A 2 -10 ACCESS DOORS PROVIDE ACCESS DOORS IN CEILINGS AND WALLS, WHERE INDICATED OR REQUIRED FOR ACCESS OR MAINTENANCE TO CONCEALED EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE CONCEALED HINGES, SCREWDRIVER -TYPE LOCK, AND ANCHOR STRAPS. MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION AND COLOR BEFORE ORDERING. 16A 2-11 EQUIPMENT FURNISHED BY OTHERS PROVIDE NECESSARY EQUIPMENT AND ACCESSORIES THAT ARE NOT PROVIDED BY THE EQUIPMENT SUPPLIER OR OWNER TO COMPLETE INSTALLATION OF EQUIPMENT FURNISHED BY OTHERS, IN LOCATIONS AS INDICATED ON THE DRAWINGS, SPECIFIED HEREIN, OR BOTH. EQUIPMENT AND ACCESSORIES NOT PROVIDED BY THE EQUIPMENT SUPPLIER MAY INCLUDE SUCH ITEMS AS FLEXIBLE CORDS AND PLUGS, AS REQUIRED FOR PROPER OPERATION OF THE COMPLETE SYSTEM, IN ACCORDANCE WITH THE MANUFACTURERS? INSTRUCTIONS. BE RESPONSIBLE FOR CORRECT ROUGH -IN DIMENSIONS, AND VERIFY THEM WITH ENGINEER, OWNER ?S REPRESENTATIVE, EQUIPMENT SUPPLIER, OR ALL THREE, PRIOR TO ROUGH -IN AND SERVICE INSTALLATIONS. 16A 2 -12 CLEANING IN ADDITION TO THE REQUIREMENTS OF DIVISION 1, REMOVE FROM THE PREMISES DIRT AND REFUSE RESULTING FROM THE PERFORMANCE OF THE ELECTRICAL WORK, AS REQUIRED, TO PREVENT ACCUMULATION. COOPERATE IN MAINTAINING REASONABLY CLEAN PREMISES AT ALL TIMES. IMMEDIATELY PRIOR TO FINAL INSPECTION, MAKE A FINAL CLEANUP OF DIRT AND REFUSE RESULTING FROM THE WORK. CLEAN ALL MATERIAL AND EQUIPMENT INSTALLED UNDER THIS DIVISION. REMOVE DIRT, DUST, PLASTER, STAINS AND FOREIGN MATTER FROM ALL SURFACES. TOUCH UP AND RESTORE ALL DAMAGED FINISHES TO THEIR ORIGINAL CONDITION. 16A 2 -13 ADJUSTING, ALIGNING AND TESTING ADJUST, ALIGN, AND TEST ALL ELECTRICAL EQUIPMENT ON THIS PROJECT PROVIDED UNDER THIS DIVISION AND ALL ELECTRICAL EQUIPMENT FURNISHED BY OTHERS FOR INSTALLATION OR WIRING UNDER THIS DIVISION, FOR PROPER OPERATION. TEST ALL SYSTEMS AND EQUIPMENT ACCORDING TO THE REQUIREMENTS IN NETA ATS (LATEST EDITION) AND ALL ADDITIONAL REQUIREMENTS SPECIFIED IN FOLLOWING SECTIONS. MAINTAIN THE FOLLOWING ON THE PROJECT PREMISES AT ALL TIMES: A TRUE RMS READING VOLTMETER, A TRUE RMS READING AMMETER, AND A MEGOHMMETER INSULATION RESISTANCE TESTER. PROVIDE TEST DATA READINGS AS REQUESTED OR AS REQUIRED BY THE ENGINEER. 16A 2 -14 EQUIPMENT IDENTIFICATION PROVIDE EQUIPMENT IDENTIFICATION NAMEPLATES: 1. ON ALL PANELBOARDS, SWITCHES, STARTERS, DIMMERS, SWITCHES IN DISTRIBUTION PANELBOARDS AND SWITCHBOARDS. NAMEPLATES: 1. ENGRAVED, CONTRASTING COLOR, THREE - LAYER, LAMINATED PLASTIC INDICATING THE NAME OF THE EQUIPMENT, LOAD, OR CIRCUIT AS DESIGNATED ON THE DRAWINGS AND IN THE SPECIFICATIONS: 2. SELF - ADHERING, WITH A PERMANENT, WEATHERPROOF ADHESIVE 3. ATTACHMENT METHOD SHALL BE ACCEPTABLE TO THE MANUFACTURERS OF THE EQUIPMENT TO WHICH THE NAMEPLATES ARE BEING APPLIED. 4. COLOR: MATCH EQUIPMENT BACKGROUND WITH WHITE LETTERS FOR NORMAL POWER; RED BACKGROUND WITH WHITE LETTERS FOR EMERGENCY POWER. LETTER HEIGHT: -e 16A 2 -15 SYSTEM START UP PRIOR TO STARTING UP THE ELECTRICAL SYSTEMS: 1. CHECK ALL COMPONENTS AND DEVICES. 2. LUBRICATE ITEMS ACCORDINGLY. 3. TIGHTEN SCREWS AND BOLTS FOR CONNECTORS AND TERMINALS ACCORDING TO MANUFACTURER'S PUBLISHED TORQUE- -TIGHTENING VALUES. IF MANUFACTURER'S TORQUE VALUES ARE NOT INDICATED, USE THOSE SPECIFIED IN UL 486A. 4. ADJUST TAPS ON EACH TRANSFORMER FOR RATED SECONDARY VOLTAGE. 5. CHECK AND RECORD BUILDING'S SERVICE ENTRANCE VOLTAGE, GROUNDING CONDITIONS, GROUNDING RESISTANCE, AND PROPER PHASING. 6. REPLACE ALL BURNED -OUT LAMPS AND LAMPS USED FOR TEMPORARY CONSTRUCTION LIGHTING IN PERMANENT LIGHT FIXTURES. 7. AFTER ALL SYSTEMS HAVE BEEN INSPECTED AND ADJUSTED, CONFIRM ALL OPERATING FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND MAKE FINAL ADJUSTMENTS AS NECESSARY. 16A 3 EXISTING EQUIPMENT REUSE AND REMOVAL REMOVE ALL EXISTING WIRING, LIGHT FIXTURES, EXPOSED CONDUITS AND OTHER ELECTRICAL INSTALLATIONS NOT REUSED PRIOR TO SUBSTANTIAL COMPLETION OF THE WORK. EXISTING RACEWAYS MAY BE REUSED IF THEIR POINTS OF TERMINATIONS ARE SUITABLE; IF THEY ARE CLEAN INSIDE WITH NO EVIDENCE OF RUST OR BURRS; IF FREE FROM CRACKS, FLATTENED SECTIONS OR SHARP BENDS; AND, IF SUITABLY LOCATED TO AVOID CONFLICTS WITH OTHER TRADES OR INSTALLATIONS. CAREFULLY ?FISH? ALL EXISTING CONDUITS REUSED UNDER THIS CONTRACT TO REMOVE ALL DEBRIS AND OBSTRUCTIONS, AND SWAB UNTIL ALL MOISTURE IS REMOVED. CUT, PATCH, AND REPAIR WHERE REQUIRED FOR NEW ELECTRICAL INSTALLATIONS, AND PATCH AND REPAIR ALL SURFACE DAMAGE RESULTING FROM THIS WORK. CUT FLUSH WITH THE FLOOR AND PLUG AT BOTH ENDS, RACEWAYS STUBBED ABOVE THE FLOOR AND NOT USED AT SUBSTANTIAL COMPLETION OF THE WORK. RELOCATE ALL EXISTING ELECTRICAL SYSTEMS REQUIRED TO BE IN OPERATION AT SUBSTANTIAL COMPLETION OF THE CONTRACT, IF REQUIRED, AS A RESULT OF WORK INCLUDED UNDER THIS CONTRACT, EVEN IF NOT SPECIFICALLY INDICATED IN THE DRAWINGS OR SPECIFICATIONS. 16A 4 ALTERNATES INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY FOR AND INCIDENTAL TO THE COMPLETION OF ALL WORK UNDER EACH PARTICULAR ALTERNATE. FURNISH SEPARATE BIDS FOR EACH APPLICABLE ALTERNATE, STATING THE AMOUNT TO BE ADDED TO OR DEDUCTED FROM THE BASE BID FOR EACH ALTERNATE ACCEPTED. APPLICABLE SECTIONS OF THE BASE SPECIFICATIONS APPLY TO ALL WORK REQUIRED BY THE ALTERNATES UNLESS OTHERWISE SPECIFIED. REFER TO THE ARCHITECTURAL PORTION OF THE SPECIFICATIONS FOR THE LIST OF ALTERNATES. D £ JAN 11 2008 e.;.Fslvdl I G s'\y 6 Ei- ..J w 1- 0) m w 0 U m z O • Z DRAWING CONTENTS: ELECTRICAL SPECIFICATIONS DRAWING NO.: E5 Type of Device Hubbell Pass & Seymour Leviton Cooper Wiring Devices Simplex Receptacle HBL 5361 5361 5891 5351 Duplex Receptacle CR5352 5352 5352 5352 GFCI Receptacle GF5352 2091 6898/6598 XGF20 Safety Receptacle (20A / 125V) HBL8300SG TR63 8300 -SC TR 8300 Isolated Ground (10) Receptacle IG5362 IG6300 8300 -IG 1G5362 Quad /4 -Plex HBL 420 420 21254 N/A Clock Receptacle HBL5235 S3733 -SS (15A cr51 -CH 93632 (15A only) Single Pole Switch CS1221 P5 20 ACI 1221-2 2221 Double Pole Switch CS1222 PS 20AC2 1222 -2 2222 Three-way Switch C51223 PS 20AC3 1223 -2 2223 Four-way Switch CS1224 PS 20AC4 1224 -2 2224 Pilot Light Switch HBL1221PL PS2OAC1 -RPL 1221 -PLR 2221PL 1 221 -7PLR Lighted Handle Switch 1221 -LH (120V) 1 221 -7L (277V) Key Switch HBL1221L PS2OAC1 -L 1221 -2L 2221 L Wall -box Dimmer (1.5kW), SP3W, Incandescent AS153 9158 81500 -3 N/A Momentary SPDT, Center-Off Switch HBL 1557 1251 1257 1995 SECTION 16B BASIC ELECTRICAL MATERIALS AND METHODS: 16B 1 METHODS 16B 1 -1 RACEWAYS METALLIC CONDUIT AND TUBING: 1. ELECTRICAL METALLIC TUBING AND FITTINGS (EMT): ANSI C80.3, UL 797. 2. FLEXIBLE METAL CONDUIT (FMC): ZINC - COATED STEEL OR ALUMINUM, UL 1. REDUCED -WALL FMC IS NOT ALLOWED. 3. INTERMEDIATE METAL CONDUIT (IMC): HOT -DIP GALVANIZED RIGID STEEL CONDUIT: ANSI C80.6, UL 1242. 4. LIQUIDTIGHT FLEXIBLE METAL CONDUIT (LFMC): FLEXIBLE STEEL CONDUIT WITH PVC JACKET: UL 360 5. RIGID METAL CONDUIT (RMC): HOT -DIP GALVANIZED RIGID STEEL CONDUIT (GRS): ANSI C80.1, UL 6. 6. RIGID ALUMINUM CONDUIT (RAC): ANSI C80.5, UL 6A. 7. PLASTIC - COATED IMC, RMC, AND FITTINGS: NEMA RN 1, UL LISTED. 8. IMC AND RMC FITTINGS: NEMA FB 1; COMPATIBLE WITH CONDUIT TYPE AND MATERIAL, UL LISTED NON- METALLIC CONDUIT AND TUBING: WHEN MULTIPLE HOME RUNS ARE COMBINED INTO A SINGLE RACEWAY SUCH THAT THE NUMBER OF CONDUCTORS EXCEEDS FOUR (CONDUCTOR COUNT IS MADE UP OF ANY 1. RIGID NONMETALLIC CONDUIT (RNC): SCHEDULE 40 PVC, 90 DEG C RATED, NEMA TC -2, UL 651 OF PHASE AND NEUTRAL CONDUCTORS), THE FOLLOWING RESTRICTIONS FITTINGS: NEMA TC 3, TC 6; UL 514, COMPATIBLE WITH CONDUIT /TUBING TYPE AND MATERIAL, APPLY, WHICH ARE IN ADDITION TO THOSE IN NFPA 70: UL LISTED. 16B 1 -2 RACEWAY INSTALLATION INSTALL ALL CIRCULAR RACEWAYS CONCEALED ABOVE SUSPENDED CEILINGS OR CONCEALED IN WALLS OR FLOORS WHEREVER POSSIBLE EXCEPT WHERE OTHERWISE INDICATED. PROVIDE GRS FOR ALL CONDUITS RUN UNDERGROUND, EXPOSED TO WEATHER, OR EXPOSED TO OTHER HAZARDOUS CONDITIONS. PROVIDE GRS INSTALLED BELOW GRADE WITH A CORROSION RESISTANT BONDED- PLASTIC OR APPROVED MASTIC COATING. THIS SHALL INCLUDE THE 90-DEGREE ELBOW BELOW GRADE AND THE ENTIRE VERTICAL TRANSITION TO ABOVE GRADE. ALL OTHER RACEWAY MAY BE EMT WHERE APPROVED BY LOCAL CODE. USE COMPRESSION TYPE FITTINGS FOR EMT, WITH ALL FITTINGS UL LISTED FOR THE ENVIRONMENT IN WHICH THEY ARE USED. USE FMC FOR FINAL CONNECTION TO EACH MOTOR AND TRANSFORMER, AND TO ANY DEVICE THAT WOULD OTHERWISE TRANSMIT MOTION, VIBRATION, OR NOISE. USE LFMC WHERE EXPOSED TO LIQUIDS, VAPORS OR SUNLIGHT[,AND TO CONNECT TO KITCHEN AND FOOD SERVICE EQUIPMENT]. PROVIDE ALL FMC AND LFMC WITH AN INSULATED BONDING CONDUCTOR. USE ONLY METAL RACEWAYS FOR ALL POWER WIRING FROM THE OUTPUT OF VARIABLE FREQUENCY DRIVES TO THEIR RESPECTIVE MOTORS. INSTALL RACEWAYS PARALLEL AND PERPENDICULAR TO BUILDING LINES. INSTALL RACEWAYS TO REQUIREMENTS OF STRUCTURE AND TO REQUIREMENTS OF ALL OTHER WORK ON THE PROJECT. INSTALL RACEWAY TO CLEAR ALL OPENINGS, DEPRESSIONS, PIPES, DUCTS, REINFORCING STEEL, AND OTHER IMMOVABLE OBSTACLES. INSTALL RACEWAYS SET IN FORMS FOR CONCRETE STRUCTURE IN SUCH A MANNER THAT INSTALLATION WILL NOT AFFECT THE STRENGTH OF THE STRUCTURE. EXCEPT WHERE APPROVED IN WRITING BY THE ENGINEER, INSTALL NO RACEWAY IN A SLAB -ON- GRADE. LOCATE RACEWAY BELOW GRANULAR FILL BELOW SLABS -ON- GRADE. INSTALL RACEWAYS CONTINUOUS BETWEEN CONNECTIONS TO OUTLETS, BOXES AND CABINETS WITH A MINIMUM POSSIBLE NUMBER OF BENDS AND NOT MORE THAN THE EQUIVALENT OF FOUR 90- DEGREE BENDS BETWEEN CONNECTIONS. USE MANUFACTURED ELBOWS FOR ALL 45- AND 90- DEGREE BENDS, UNLESS APPROVED BY THE ENGINEER IN ADVANCE. MAKE OTHER BENDS SMOOTH AND EVEN AND WITHOUT FLATTENING RACEWAY OR FLAKING GALVANIZING OR ENAMEL. RADII OF BENDS SHALL BE AS LONG AS POSSIBLE AND NEVER SHORTER THAN THE CORRESPONDING TRADE ELBOW. USE LONG RADIUS ELBOWS WHERE NECESSARY, INDICATED, OR BOTH. SECURELY FASTEN RACEWAYS IN PLACE WITH APPROVED STRAPS, HANGERS AND STEEL SUPPORTS AS REQUIRED. ATTACH RACEWAY SUPPORTS TO THE BUILDING STRUCTURE. HANG SINGLE RACEWAYS FOR FEEDERS WITH MALLEABLE SPLIT RING HANGERS WITH ROD AND TURNBUCKLE SUSPENSION FROM INSERTS SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. CLAMP GROUPS OF HORIZONTAL FEEDER RACEWAYS TO STEEL CHANNELS THAT ARE SUSPENDED FROM INSERTS SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. SECURELY CLAMP VERTICAL FEEDER RACEWAYS TO STRUCTURAL STEEL MEMBERS ATTACHED TO STRUCTURE. INSTALL CABLE CLAMPS FOR SUPPORT OF VERTICAL FEEDERS WHERE REQUIRED. ADD RACEWAY SUPPORTS WITHIN 12 INCHES OF ALL BENDS, ON BOTH SIDES OF THE BENDS. DO NOT SUPPORT RACEWAYS FROM SUSPENDED CEILING COMPONENTS. REAM RACEWAY ENDS, THOROUGHLY CLEAN RACEWAYS BEFORE INSTALLATION, AND KEEP CLEAN AFTER INSTALLATION. PLUG OR COVER OPENINGS AND BOXES AS REQUIRED TO KEEP RACEWAYS CLEAN DURING CONSTRUCTION AND FISH ALL RACEWAYS CLEAR OF OBSTRUCTIONS BEFORE PULLING CONDUCTORS WIRES. PROVIDE RACEWAYS OF AMPLE SIZE FOR PULLING OF WIRE AND NOT SMALLER THAN CODE REQUIREMENTS AND NOT LESS THAN 1/2 -INCH IN SIZE, UNLESS INDICATED OTHERWISE ON DRAWINGS. PROTECT ALL RACEWAY INSTALLATIONS AGAINST DAMAGE DURING CONSTRUCTION. REPAIR ALL RACEWAYS DAMAGED OR MOVED OUT OF LINE AFTER ROUGHING -IN TO MEET ENGINEER'S APPROVAL WITHOUT ADDITIONAL COST TO THE OWNER. ALIGN AND INSTALL TRUE AND PLUMB ALL RACEWAY TERMINATIONS AT PANELBOARDS, SWITCHBOARDS, MOTOR CONTROL EQUIPMENT AND JUNCTION BOXES. INSTALL APPROVED EXPANSION /DEFLECTION FITTINGS WHERE RACEWAYS PASS THROUGH (IF EMBEDDED) OR ACROSS (IF EXPOSED) EXPANSION JOINTS. INSTALL A PULL WIRE IN EACH EMPTY RACEWAY THAT IS LEFT FOR INSTALLATION OF CONDUCTORS OR CABLES UNDER OTHER DIVISIONS OR CONTRACTS. USE POLYPROPYLENE OR MONOFILAMENT PLASTIC LINE WITH NOT LESS THAN 200 -LB TENSILE STRENGTH. LEAVE AT LEAST 24 INCHES OF SLACK AT EACH END OF PULL WIRE. MAKE ALL JOINTS AND CONNECTIONS IN A MANNER THAT WILL ENSURE MECHANICAL STRENGTH AND ELECTRICAL CONTINUITY. EFFECTIVELY SEAL RACEWAYS, BY INSTALLING A CONDUIT FITTING AT THE BOUNDARY OF THE TWO SPACES, AND FILLING IT WITH AN APPROVED PLIABLE MATERIAL, AFTER CONDUCTORS OR CABLES HAVE BEEN INSTALLED AND TESTED, WHEN EVER: 1. RACEWAYS PASS FROM NON - COOLED TO COOLED SPACES. 2. RACEWAYS TRANSITION FROM OUTSIDE A FACILITY OR ENCLOSURE TO INSIDE, WHETHER BURIED OR EXPOSED. 16B 1 -3 BUSHINGS AND LOCKNUTS RIGIDLY TERMINATE CONDUITS ENTERING SHEET METAL ENCLOSURES TO THE ENCLOSURE WITH A BUSHING AND LOCKNUT ON THE INSIDE AND A LOCKNUT OR AN APPROVED HUB ON THE OUTSIDE. CONDUIT SHALL ENTER THE ENCLOSURE SQUARELY. PROVIDE BUSHINGS AND LOCKNUTS MADE OF GALVANIZED MALLEABLE IRON WITH SHARP, CLEAN -CUT THREADS. WHERE EMT ENTERS A BOX, PROVIDE APPROVED EMT COMPRESSION CONNECTORS. USE INSULATED, GROUNDING, OR COMBINATION, BUSHINGS WHEREVER CONNECTION IS SUBJECT TO VIBRATION OR MOISTURE, WHEN REQUIRED BY NFPA 70, OR BOTH. 16B 1 -4 CONDUCTORS AND CABLES CONDUCTOR MATERIAL: 1. ANNEALED (SOFT) COPPER COMPLYING WITH ICEA S -95- 658 /NEMA WC70; A. SOLID CONDUCTOR FOR NO. 10 AWG AND SMALLER; CONCENTRIC, COMPRESSED STRANDED FOR NO. 8 AWG AND LARGER 1. COMPACT STRANDED, ALUMINUM ALLOY (AA -8000 SERIES), COMPLYING WITH ICEA 5-95 - 658/NEMA WC70; NO. [6][2] AWG OR LARGER ONLY. ALCAN STABILOY OR APPROVED EQUIVALENT. 2. CONDUCTOR INSULATION TYPES: 90-- DEGREE C- RATED, TYPE THHN /THWN -2 OR XHHW -2 COMPLYING WITH ICEA S -95 -658 /NEMA WC70. 3. SIZES OF CONDUCTORS AND CABLES INDICATED OR SPECIFIED ARE IN AMERICAN WIRE GAGE (AWG - BROWN AND SHARPE). 4. UNLESS INDICATED OTHERWISE, SPECIAL PURPOSE CONDUCTORS AND CABLES, SUCH AS LOW VOLTAGE CONTROL AND SHIELDED INSTRUMENT WIRING, SHALL BE AS RECOMMENDED BY THE SYSTEM EQUIPMENT MANUFACTURER. 5. DIRECT - BURIED SERVICE LATERAL CABLE: TYPE USE, 600V, THHN- OR XHHW - INSULATED CONDUCTORS (2 OR 3 AS INDICATED ON DRAWINGS OR AS REQUIRED); CABLE ASSEMBLY, PLUS A CONCENTRICALLY APPLIED FULL -SIZE UN- INSULATED (NEUTRAL) CONDUCTOR AND REINFORCEMENT TAPE, JACKETED WITH SUNLIGHT RESISTANT GRAY POLYVINYL CHLORIDE (PVC); UL STANDARDS 44 OR 83 (AS APPLICABLE), AND 854, NFPA 70 ARTICLE 338. ALL FEEDER AND BRANCH CIRCUIT CONDUCTORS NO. 8 AWG AND LARGER: STRANDED, TYPE THWN-2 OR XHHW -2 INSULATION. ALL CONDUCTORS, NO. 10 AWG AND SMALLER, USED FOR POWER AND LIGHTING CIRCUITS: SOLID COPPER, TYPE THWN -2 (WET OR DAMP LOCATIONS, OR IN CONDUIT BELOW GRADE OR SLAB), TYPE THHN (DRY LOCATIONS ONLY AND ABOVE GRADE) INSULATION, OR DUAL -RATED TYPE THHN /THWN -2. ALL BRANCH CIRCUIT WIRING: NOT SMALLER THAN NO. 12 AWG. IF NO CONDUCTOR SIZE 15 INDICATED ON THE DRAWINGS FOR A BRANCH CIRCUIT, PROVIDE CONDUCTORS AND CONDUIT SIZED PER NFPA 70 AND BASED ON THE INDICATED BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE (OCPD) RATING AND NUMBER OF POLES. WHERE NO CIRCUIT SIZE (I.E., CONDUCTORS AND OCPD) 15 INDICATED ON THE DRAWINGS FOR A BRANCH CIRCUIT, PROVIDE THREE NO. 12 AWG CONDUCTORS, IN 3/4 -INCH RACEWAY, AND A 20A CIRCUIT BREAKER. CONDUCTORS FIELD - INSTALLED WITHIN FLUORESCENT LIGHT FIXTURE CHANNELS: TYPE THHN. CONTROL WIRING: STRANDED COPPER CONDUCTORS, 600V INSULATION, OF THE PROPER TYPE, SIZE AND NUMBER AS REQUIRED TO ACCOMPLISH SPECIFIED FUNCTION. MINIMUM SIZE: NO. 14 AWG, UNLESS NOTED OTHERWISE. TYPE MC CABLE: 600V, UNJACKETED; ANSI E119 AND E814, UL STANDARDS 44 OR 83 (AS APPLICABLE), AND 1569, NFPA 70 ARTICLE 330; ALUMINUM OR GALVANIZED STEEL INTERLOCKED ARMOR; THHN- OR XHHW- INSULATED CONDUCTORS; COLOR CODE: ICEA METHOD 1, WITH GREEN INSULATED GROUNDING CONDUCTOR 16B 1-5 INSTALLATION OF CONDUCTORS AND CABLES INSTALL ALL WIRING IN APPROVED RACEWAY AND ENCLOSURES, EXCEPT WHERE SPECIFIED OR INDICATED, FOR LOW- VOLTAGE WIRING OR DIRECT - BURIED CABLES. MC CABLE IS NOT ALLOWED. SUPPORT ALL CONDUCTORS AND CABLES IN VERTICAL INSTALLATIONS, AS REQUIRED BY NFPA 70, BY INSTALLING CABLE SUPPORTS OR PLUG -TYPE CONDUIT RISER SUPPORTS, OR WIRE -MESH SAFETY GRIPS. INSTALL ALL CONDUCTORS AND CABLE IN RACEWAYS CONTINUOUS WITHOUT TAPS OR SPLICES. SPLICE OR TAP ONLY IN APPROVED BOXES AND ENCLOSURES WITH APPROVED SOLDERLESS CONNECTORS, OR CRIMP CONNECTORS AND TERMINAL BLOCKS FOR CONTROL WIRING, AND KEEP TO THE MINIMUM REQUIRED. INSULATE ALL SPLICES, TAPS, AND JOINTS AS REQUIRED BY CODES. ALL MATERIALS USED TO TERMINATE, SPLICE OR TAP CONDUCTORS: DESIGNED FOR, PROPERLY SIZED FOR, AND UL LISTED FOR THE SPECIFIC APPLICATION AND CONDUCTORS INVOLVED, AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, USING THE MANUFACTURER'S RECOMMENDED TOOLS. WHERE WIRING IS INDICATED AS INSTALLED, BUT THE CONNECTION IS INDICATED "FUTURE" OR "BY OTHER DIVISION, TRADES, OR CONTRACTS ", LEAVE A MINIMUM 3 -FOOT "PIGTAIL" AT THE BOX, TAPE THE ENDS OF THE CONDUCTORS, AND COVER THE BOX. THE NUMBER OF CONDUCTORS IN A SPECIFIC RACEWAY ?HOME RUN? IS INDICATED WITH CROSS LINES (TICK MARKS) ON EACH "CIRCUIT RUN" ON THE DRAWINGS. IN GENERAL, THE DIRECTION OF BRANCH CIRCUIT "HOME RUN" ROUTING IS INDICATED ON THE DRAWINGS, COMPLETE WITH CIRCUIT NUMBERS AND PANELBOARD DESIGNATION. CONTINUE ALL SUCH "HOME RUN" WIRING TO THE DESIGNATED PANELBOARD, AS THOUGH "CIRCUIT RUNS" WERE INDICATED IN THEIR ENTIRETY. 1. EMERGENCY POWER CIRCUITS ? INCLUDES ALL CIRCUITS COVERED UNDER ARTICLES 700, 701 AND 702. A. MAXIMUM OF EIGHT CONDUCTORS IN A SINGLE RACEWAY. MINIMUM RACEWAY SIZE: 3/4- INCH. DO NOT INSTALL ANY OTHER TYPE OF CIRCUIT IN THIS RACEWAY. B. ONLY 15A AND 20A BRANCH CIRCUIT HOMERUNS MAY BE COMBINED INTO ONE RACEWAY. 2. NORMAL OR NON- ESSENTIAL CIRCUITS. A. MAXIMUM OF 16 CONDUCTORS IN A SINGLE RACEWAY. FOR UP TO EIGHT CONDUCTORS IN A RACEWAY, MINIMUM RACEWAY SIZE: 3/4 -INCH. FOR GREATER THAN EIGHT CONDUCTORS, MINIMUM RACEWAY SIZE: 1 -INCH. DO NOT INSTALL ANY OTHER TYPE OF CIRCUIT IN THIS RACEWAY. B. THE MINIMUM WIRE SIZE FOR ALL CONDUCTORS IN THIS RACEWAY: NO. 10 AWG. C. ONLY 15A AND 20A BRANCH CIRCUIT HOMERUNS MAY BE COMBINED INTO ONE RACEWAY. 3. GFCI CIRCUITS. A. DO NOT USE MULTI - CONDUCTOR CIRCUITS, WITH A SHARED NEUTRAL, FOR ANY GFCI CIRCUIT BREAKER OR RECEPTACLE CIRCUIT. FOR BRANCH CIRCUITS FED FROM GFCI CIRCUIT BREAKERS, LIMIT THE ONE -WAY CONDUCTOR LENGTH TO 100 FEET BETWEEN THE PANELBOARD AND THE MOST REMOTE RECEPTACLE OR LOAD ON THE GFCI CIRCUIT. WIRING SHALL HAVE INSULATION OF THE PROPER COLOR TO MATCH COLOR CODE SYSTEM IN THE TABLE BELOW. IN LARGER SIZES, WHERE PROPERLY COLORED INSULATION IS NOT AVAILABLE, USE VINYL PLASTIC ELECTRICAL TAPE OF THE APPROPRIATE COLOR AROUND EACH CONDUCTOR AT ALL TERMINATION POINTS, JUNCTION AND PULL BOXES. PROPERLY IDENTIFY ALL TERMINAL BLOCKS AND WIRE TERMINALS FOR CONTROL WIRING WITH VINYL STICK -ON MARKERS OR EQUIVALENT. PROVIDE ENGINEER WITH A LIST OF PROPOSED IDENTIFYING NUMBERS FOR REVIEW PRIOR TO INSTALLING MARKERS. PROVIDE AN EQUIPMENT - GROUNDING CONDUCTOR, OR BONDING JUMPER, AS APPLICABLE, IN ALL FEEDER AND NON - LIGHTING BRANCH CIRCUITS, SIZED IN ACCORDANCE WITH NFPA 70 TABLES 250.66 OR 250.122, AS APPLICABLE, UNLESS INDICATED AS LARGER ON THE DRAWINGS. PROVIDE AN EQUIPMENT - GROUNDING CONDUCTOR, OR BONDING JUMPER, AS APPLICABLE, IN ALL BRANCH CIRCUITS AND FEEDERS, SIZED IN ACCORDANCE WITH NFPA 70 TABLES 250.66 OR 250.122, AS APPLICABLE, UNLESS INDICATED AS LARGER ON THE DRAWINGS. VOLTAGE DROP IN BRANCH CIRCUITS SHALL NOT EXCEED 2 PERCENT. 16B 1 -6 JUNCTION BOXES. PULL BOXES. CABINETS AND WIREWAYS PROVIDE JUNCTION BOXES, PULL BOXES, CABINETS AND WIREWAYS WHEREVER NECESSARY FOR PROPER INSTALLATION OF VARIOUS ELECTRICAL SYSTEMS ACCORDING TO NFPA 70 AND WHERE INDICATED ON THE DRAWINGS_ SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY NFPA 70, WHICHEVER IS LARGER_ CONSTRUCTION SHALL BE OF A NEMA DESIGN SUITABLE FOR THE ENVIRONMENT INSTALLED JUNCTION BOXES INSTALLED BEHIND WALL CASES, AND IN OR ON OTHER STORE FIXTURES, EXCEPT WHERE OTHERWISE SPECIFIED, SHALL BE 4 -INCH SQUARE OR LARGER, WITH GALVANIZED COVERS. HORIZONTALLY MOUNT JUNCTION BOXES UNDER CENTER FIXTURES (AND CASES), HANDY BOXES OR 4 -INCH SQUARE BOXES WITH TOPS OF BOXES NOT MORE THAN 3-1/2 INCHES ABOVE THE FLOOR. SIZE JUNCTION BOXES TO ADEQUATELY CONTAIN ALL REQUIRED CONDUCTORS AND SPLICES. 16B 1 -7 OUTLET BOXES ALL OUTLETS INCLUDING LIGHT FIXTURE, SWITCH, RECEPTACLE, AND SIMILAR OUTLETS: NATIONAL ELECTRICAL, APPLETON, STEEL CITY, RACO, OR APPROVED EQUAL, GALVANIZED STEEL KNOCKOUT BOXES, SUITABLE IN DESIGN TO THE PURPOSE THEY SERVE AND THE SPACE THEY OCCUPY. SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY NFPA 70, WHICHEVER IS LARGER. SET ALL OUTLET BOXES IN WALLS, COLUMNS, FLOORS, OR CEILINGS SO THEY ARE FLUSH WITH THE FINISHED SURFACE, ACCURATELY SET, AND RIGIDLY SECURED IN POSITION. PROVIDE PLASTER RINGS, EXTENSION RINGS AND /OR MASONRY RINGS AS REQUIRED FOR FLUSH MOUNTING. PROVIDE APPROVED CAST OUTLET BOXES, WITH HUBS AND WEATHERPROOF COVERS, IN ALL AREAS SUBJECT TO DAMP, WET, OR HARSH CONDITIONS. 16B 1 -8 OUTLET LOCATIONS COORDINATE LOCATIONS OF OUTLET BOXES. OUTLETS ARE ONLY APPROXIMATELY LOCATED ON THE SMALL SCALE DRAWINGS. USE GREAT CARE IN THE ACTUAL LOCATION BY CONSULTING THE VARIOUS LARGE SCALE DETAILED DRAWINGS USED BY OTHER DIVISION TRADES, AND BY SECURING DEFINITE LOCATIONS FROM THE ARCHITECT. 16B 1 -9 MOUNTING HEIGHTS UNLESS NOTED OTHERWISE, INSTALL WIRING DEVICES AS INDICATED BELOW (NOTE: ALL DIMENSIONS ARE TO THE BOTTOM OF THE OUTLET BOX UNLESS NOTED OTHERWISE): RECEPTACLES: A. VERTICALLY WITH THE GROUND SLOT MOUNTED AT THE TOP: 16 INCHES ABOVE FINISHED FLOOR. B. HORIZONTALLY, WITH NEUTRAL SLOT MOUNTED AT THE TOP: 16 INCHES ABOVE FINISHED FLOOR. 2. ABOVE COUNTERS: A. FOR .36-INCH HIGH COUNTER TOPS: 44 INCHES ABOVE FINISHED FLOOR, [VERTICALLY][HORIZONTALLY]. B. FOR 34 -INCH HIGH COUNTER TOPS: 40 INCHES ABOVE FINISHED FLOOR, VERTICALLY. 3. MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS AND JANITORS CLOSETS: 44 INCHES ABOVE FINISHED FLOOR, VERTICALLY. 4. GARAGES: 24 INCHES ABOVE FINISHED FLOOR, VERTICALLY. 5. WEATHERPROOF EXTERIOR RECEPTACLES: AS INDICATED ON DRAWINGS, VERTICALLY. 6. GFCI RECEPTACLES: SAME AS GENERAL RECEPTACLES. 7 ISOLATED GROUND RECEPTACLES: SAME AS GENERAL RECEPTACLES. 8. TVSS RECEPTACLES: SAME AS GENERAL. 9. CLOCK RECEPTACLES: 84 INCHES ABOVE FINISHED FLOOR. 10. CONCRETE BLOCK WALLS: DIMENSIONS ABOVE MAY BE ADJUSTED SLIGHTLY, AS REQUIRED TO COMPENSATE FOR VARIABLE JOINT DIMENSIONS, SUCH THAT BOTTOM OR TOP OF BOXES, AS APPLICABLE, ARE AT BLOCK JOINTS. SWITCHES; 1. GENERAL: GENERAL: 44 INCHES ABOVE FINISHED FLOOR. 2. ABOVE COUNTERS: SAME AS FOR RECEPTACLES. 3. CONCRETE BLOCK WALLS: 40 INCHES ABOVE FINISHED FLOOR (DIMENSION MAY BE ADJUSTED SLIGHTLY, AS REQUIRED TO COMPENSATE FOR VARIABLE JOINT DIMENSIONS, SUCH THAT BOTTOM OF BOXES ARE AT BLOCK JOINTS). 4. WALLS WITH WAINSCOTING: 6 INCHES MINIMUM ABOVE WAINSCOTING, BUT NOT EXCEEDING 48 INCHES ABOVE FINISHED FLOOR. MULTI - OUTLET ASSEMBLIES: TELEPHONE /DATA OUTLET BOXES: 1. GENERAL: MATCH MOUNTING HEIGHT OF ADJACENT WIRING DEVICE LISTED ABOVE. 2. WALL - MOUNTED TELEPHONE: 40 INCHES ABOVE FINISHED FLOOR. 3. FOR OTHER THAN WIRING DEVICES, REFER TO PARAGRAPHS, ARTICLES, SECTIONS, DIVISIONS, OR DRAWINGS TO OBTAIN MOUNTING HEIGHTS FOR SPECIFIC EQUIPMENT OR SYSTEMS. 16B 1 -10 WIRING DEVICES THE CATALOG NUMBERS LISTED FOR WIRING DEVICES ARE GENERALLY FOR 20A RATED DEVICES. WHERE 15A RATED DEVICES ARE INDICATED ON THE DRAWINGS OR REQUIRED FOR CIRCUIT RATING LIMITATIONS, PROVIDE WIRING DEVICES EQUIVALENT TO THOSE SPECIFIED FOR 20A, BUT RATED FOR 15A. PROVIDE THE FOLLOWING WIRING DEVICES WHERE SHOWN ON DRAWINGS OR REQUIRED. MINOR CHANGES RELATIVE TO THE LOCATION OF ELECTRICAL EQUIPMENT MAY BE MADE TO COMPLY WITH STRUCTURAL AND BUILDING REQUIREMENTS AS DETERMINED IN THE COURSE OF CONSTRUCTION. PROVIDE ALL WIRING DEVICES OF THE SAME MANUFACTURER AND NOT MIXED ON THE PROJECT, TO THE MAXIMUM EXTENT POSSIBLE. PROVIDE COLOR OF TOGGLES AND RECEPTACLES AS REQUESTED BY THE ENGINEER: REFER TO DETAIL SHOWING RECEPTACLES TABLE. EMERGENCY SHUNT RELAY: UL LISTED TO STANDARD 924 AS EMERGENCY LIGHTING AND POWER EQUIPMENT. CONNECT EMERGENCY SHUNT RELAY IN PARALLEL WITH A WALL SWITCH. LOSS OF NORMAL POWER SHALL CAUSE RELAY TO AUTOMATICALLY SHUNT EMERGENCY POWER TO LIGHTING CIRCUIT REGARDLESS OF WALL SWITCH POSITION. EMERGENCY LIGHTING CIRCUIT SHALL CONTINUE TO OPERATE AT FULL POWER UNTIL NORMAL POWER HAS BEEN RESTORED. PROVIDE A TWO -GANG JUNCTION BOX WITH SEPARATION BARRIER AND PLASTER RING FOR THE EMERGENCY SHUNT RELAY, AND INSTALL IT ADJACENT TO ITS ASSOCIATED LIGHT SWITCH. PROVIDE LIGHTING CONTROLS AND DESIGN MODEL GR2001 E /S, EMERGENCY SHUNT RELAY, OR EQUIVALENT BY . 16B 1 -11 SWITCH AND OUTLET COVER PLATES SWITCH AND OUTLET PLATES: IVORY COLORED, SMOOTH NYLON; BY THE SAME MANUFACTURER AS THE WIRING DEVICES, WHEREVER POSSIBLE. VERIFY DESIRED MATERIALS AND COLORS WITH ENGINEER BEFORE INSTALLATION. SWITCH PLATES IN UNFINISHED ROOMS AND SPACES: STAMPED STEEL, CADMIUM PLATED. INSTALL GROUPS OF SWITCHES UNDER ONE GANGED - PLATE, USUALLY HORIZONTALLY; OR, WHERE REQUIRED BY DETAILS, VERTICALLY. SET ALL COVER PLATES PLUMB, PARALLEL, AND FINISHED FLUSH WITH THE WALL. 16B 1 -12 WEATHERPROOF COVER PLATES PROVIDE GFCI RECEPTACLES FOR DESIGNATED WEATHERPROOF RECEPTACLES, UNLESS INDICATED OTHERWISE ON THE DRAWINGS. FOR UNATTENDED, WET LOCATIONS: IN -USE NEMA 3R, UL-LABELED PLATES MOLDED FROM A CLEAR HIGH IMPACT ULTRAVIOLET STABILIZED POLYCARBONATE MATERIAL FOR EASY VERIFICATION THAT CORDS ARE PLUGGED IN AND THAT THE CFCI IS FUNCTIONING. FOR ATTENDED WET OR DAMP LOCATIONS: WEATHERPROOF COVER PLATES, UL- LISTED FOR WET LOCATIONS WITH COVER(S) CLOSED; DIE-CAST ALUMINUM OR TYPE 302 STAINLESS STEEL; SINGLE -COVER FOR SWITCHES AND VERTICALLY MOUNTED RECEPTACLES; DOUBLE- COVER FOR HORIZONTALLY MOUNTED RECEPTACLES; SELF - -CLOSING COVERS. COVER PLATES: BY THE SAME MANUFACTURER AS THE WIRING DEVICES; COMPLYING WITH NFPA 70 406.8 (A) OR (B) REQUIREMENTS FOR ATTENDED OR UNATTENDED USE AS APPLICABLE. 16B 2 ELECTRICAL SERVICE AND GROUNDING 16B 2--1 ELECTRICAL SERVICE SEE DRAWINGS FOR TYPE, SIZE, VOLTAGE, PHASE, AND OTHER REQUIREMENTS. PROVIDE, OR ARRANGE WITH THE SERVING UTILITY FOR INSTALLATION TO PROVIDE, A RECORDING VOLTMETER AT THE SERVICE POINT, ON THE FIRST DAY THE FACILITY IS OPEN FOR BUSINESS, FOR A 24 -HOUR VOLTAGE TEST. IF VOLTAGE AND REGULATION ARE NOT WITHIN ACCEPTABLE LIMITS, ARRANGE WITH THE UTILITY FOR PROPER VOLTAGE. SUBMIT TO THE OWNER A REPORT OF MAXIMUM AND MINIMUM VOLTAGE AND A COPY OF THE RECORDING VOLTMETER CHART. 16B 2 -2 CONNECTION TO SERVING UTILITIES PROVIDE RACEWAYS, TERMINATIONS, METERING PROVISIONS, AND MISCELLANEOUS EQUIPMENT, AS REQUIRED, FOR ELECTRICAL AND TELEPHONE SERVICES FOR CONNECTION BY THE SERVING UTILITY, IN STRICT COMPLIANCE WITH THE REQUIREMENTS OF ALL APPLICABLE CODES AND OF THE SERVING UTILITY INVOLVED. VERIFY ALL SERVICE TERMINATIONS AND CONNECTION POINTS IN THE HELD AND WORK IN CONJUNCTION WITH THE UTILITY INVOLVED IN THE INSTALLATION OF ALL SERVICES. PROVIDE ALL MATERIALS AND EQUIPMENT REQUIRED FOR COMPLETE UTILITY CONNECTION BUT NOT FURNISHED BY THE SERVING UTILITY. NOTIFY THE UTILITY COMPANIES INVOLVED WITHIN TWO WEEKS AFTER NOTICE TO PROCEED, OF ALL REQUIRED INFORMATION NECESSARY FOR THE UTILITY TO SUPPLY THE PROJECT WITHOUT DELAY. PAY ALL CHARGES OF THE SERVING UTILITY FOR THE ELECTRICAL SERVICE(S). 16B 2 -3 GROUNDING PERMANENTLY AND EFFECTIVELY GROUND AND BOND THE ELECTRICAL INSTALLATION IN A THOROUGH AND EFFICIENT MANNER, AND IN CONFORMANCE, AT A MINIMUM, WITH NFPA 70, OR THESE DOCUMENTS, WHERE THEY EXCEED CODE REQUIREMENTS. USE BARE OR INSULATED CONDUCTORS, AS SPECIFIED HEREIN, AND OTHER MATERIALS INDICATED ON THE DRAWINGS. 16B 3 DISTRIBUTION AND CONTROL EQUIPMENT 16B 3 -7 LIGHTING AND APPLIANCE PANELBOARDS PANELBOARDS: SQUARE D TYPE OR NF, AS APPLICABLE, BASED ON VOLTAGE AND AMPERE RATINGS AND REQUIRED SHORT- CIRCUIT INTERRUPTING RATINGS AS SCHEDULED ON THE DRAWINGS, OR APPROVED EQUAL BY SIEMENS, CUTLER HAMMER, OR GENERAL ELECTRIC; COMPLETE WITH BOLT -ON THERMAL MAGNETIC, MOLDED CASE CIRCUIT BREAKERS ASSEMBLED IN A DEAD -FRONT FINISHED CABINET CONTAINING A TYPEWRITTEN CARD DIRECTORY INDICATING EXACTLY WHAT EACH CIRCUIT BREAKER CONTROLS; FULLY -RATED AND WITH THE INTEGRATED SHORT CIRCUIT CURRENT RATINGS INDICATED ON THE DRAWINGS. PLUG -IN TYPE BREAKERS WILL NOT BE ACCEPTABLE. ALL TWO AND THREE POLE BREAKERS: COMMON TRIP TYPE. BREAKERS USED AS SWITCHES FOR 120V OR 277V LIGHTING CIRCUITS: APPROVED FOR THE PURPOSE AND MARKED "SWD ". BREAKERS USED FOR THE PROTECTION OF HVAC AND REFRIGERATION EQUIPMENT: HACR TYPE. 16B 3 -8 CIRCUIT BREAKERS IN EXISTING PANELBOARDS PROVIDE NEW CIRCUIT BREAKERS, FOR INSTALLATION IN EXISTING PANELBOARDS, OF THE SAME MANUFACTURER, TYPE AND SHORT CIRCUIT CURRENT INTERRUPTING RATINGS AS THE EXISTING PANELBOARD CIRCUIT BREAKERS. 16B 3 -11 DISCONNECT (SAFETY) SWITCHES DISCONNECT (SAFETY) SWITCHES: SQUARE D, SIEMENS, CUTLER HAMMER, OR GENERAL ELECTRIC FUSED OR NON -FUSED (AS INDICATED ON DRAWINGS OR REQUIRED) NEMA KS1, HEAVY DUTY, EXTERNALLY OPERATED, VISIBLE -BLADE SAFETY SWITCHES; NEMA ENCLOSURE TYPE INDICATED ON THE DRAWINGS OR SUITABLE FOR THE ENVIRONMENT IN WHICH INSTALLED. BASED ON FUSIBLE SWITCH AND FUSE SIZES INDICATED, INCLUDE CLASS R, J, OR L FUSE PROVISIONS AS APPLICABLE. WHERE INDICATED, PROVIDE FUSIBLE SWITCHES PERMANENTLY LABELED AS SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT, WITH INTEGRAL AND SEPARATE NEUTRAL AND GROUND ASSEMBLIES, SUITABLE FOR THE SIZES OF CONDUCTORS INDICATED. DO NOT DOUBLE -LUG ANY TERMINATIONS NOT SPECIFICALLY LISTED AS SUITABLE FOR MORE THAN ONE CONDUCTOR. PROVIDE SWITCHES WHERE NOT FURNISHED WITH THE STARTING EQUIPMENT, AT ALL OTHER POINTS REQUIRED BY NFPA 7D, AND WHERE INDICATED ON THE DRAWINGS. 16B 3 -13 FUSES PROVIDE EACH CIRCUIT AND SET OF FUSE CLIPS THROUGHOUT THE WORK WITH BUSSMANN, FERRAZ SHAWMUT, OR LITTLEFUSE FUSES, SIZES AND TYPES AS REQUIRED OR INDICATED. ALL FUSES LARGER THAN 600A: UL CLASS L, SIMILAR TO TYPE KRP -C BUSSMANN LOW PEAK OR EQUAL. FUSES USED TO PROTECT MOTORS: UL CLASS RK5, BUSSMANN FUSETRON OR EQUAL. FUSES USED TO PROTECT ALL OTHER ELECTRICAL EQUIPMENT: UL CLASS RK1, DUAL ELEMENT, BUSSMANN LPS /LPN OR EQUAL. ALL FUSED DEVICES SHALL BE LABELED AS TO TYPE AND SIZE OF FUSE REQUIRED. FURNISH THREE SPARE FUSES OF EACH SIZE AND TYPE USED ON THE PROJECT (EXCEPT FOR MAIN SWITCH FUSES, FURNISH ONE SPARE), NEATLY CONTAINED IN A PROPERLY LABELED CABINET. 16B 3 -14 DRY -TYPE TRANSFORMERS TRANSFORMERS: GENERAL PURPOSE, UL- LISTED /LABELED 150 DEGREES C TEMPERATURE RISE ABOVE 40 DEGREES C AMBIENT. INSULATING MATERIALS: EXCEED NEMA ST -020 STANDARDS, RATED FOR 220 DEGREES C, UL- COMPONENT RECOGNIZED INSULATION SYSTEM. PHASES, VOLTAGES, AND SIZES: AS INDICATED ON THE DRAWINGS. SOUND LEVEL: NOT EXCEEDING NEMA STANDARDS FOR THE SIZES INDICATED. FULL - CAPACITY PRIMARY TAPS: BELOW 25 KVA ? MINIMUM OF TWO 5 PERCENT (2 -); 25 KVA TO 300 KVA - MINIMUM OF SIX 2.5 PERCENT (2 +, 4-); ABOVE 300 KVA - FOUR 2.5 PERCENT (2 +, 2 -). TRANSFORMER CORE AND COIL ASSEMBLIES: MOUNTED ON INTEGRAL VIBRATION-ABSORBING PADS. MAKE FINAL CONDUIT CONNECTIONS TO TRANSFORMERS WITH FLEXIBLE CONDUIT, WITH AT LEAST 6 INCHES OF SLACK IN ALL DIRECTIONS. TRANSFORMER ENCLOSURES: FULLY ENCLOSED (EXCEPT FOR VENTILATION OPENINGS), NEMA 2, DRIP - PROOF, FABRICATED OF HEAVY GAUGE SHEET STEEL CONSTRUCTION. PROVIDE ENERGY - EFFICIENT TRANSFORMERS COMPLYING WITH NEMA TP -1, WHEN TESTED IN ACCORDANCE WITH NEMA TP -2. MANUFACTURERS: SQUARE D, GENERAL ELECTRIC, ACME, SIEMENS 16B 4 LIGHT FIXTURES. LAMPS AND BALLASTS 16B 4-1 LIGHT FIXTURE LOCATIONS LIGHT FIXTURES SHOWN ON THE ELECTRICAL DRAWINGS REPRESENT GENERAL ARRANGEMENTS ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR MORE EXACT LOCATIONS. COORDINATE LOCATION WITH ALL OTHER TRADES BEFORE INSTALLATION TO AVOID CONFLICTS. COORDINATE LIGHT FIXTURE LOCATIONS IN MECHANICAL ROOMS WITH FINAL INSTALLED PIPING AND DUCTWORK LAYOUTS. 16B 4 -2 LIGHT FIXTURES PROVIDE LIGHT FIXTURES AS SCHEDULED ON DRAWINGS, INCLUDING ALL LAMPS, ALL NECESSARY ACCESSORIES, MATERIAL AND LABOR TO SECURELY HANG, CLEAN, AND MAKE LIGHT FIXTURES COMPLETELY READY FOR USE. LIGHT FIXTURE MODEL NUMBERS SCHEDULED ON THE DRAWINGS SHOW ONLY THE MANUFACTURER, GRADE AND STYLE OF LIGHT FIXTURES REQUIRED. PROVIDE: ALL HANGERS, SUPPORTS, AND MISCELLANEOUS HARDWARE REQUIRED TO INSTALL LIGHT FIXTURES; PROPER TRIM TO FIT EACH CEILING CONDITION ACTUALLY ENCOUNTERED; ADDITIONAL TIE WIRES CONNECTED TO STRUCTURE TO CONFORM TO SEISMIC REQUIREMENTS WHERE REQUIRED BY THE APPLICABLE BUILDING CODE. PACKAGING OF LIGHT FIXTURES WILL NOT BE ALLOWED. ONLY THOSE LUMINARIES LISTED IN THE LIGHT FIXTURE SCHEDULE, OR APPROVED IN ACCORDANCE WITH SUBSTITUTIONS OF THESE SPECIFICATIONS, WILL BE ACCEPTED. WHERE THE LIGHT FIXTURE SCHEDULE INDICATES AN ALLOWANCE FOR A SPECIFIC LIGHT FIXTURE, THE PRICE IS A CONTRACTOR PRICE. INCLUDE ALL ADDITIONAL COSTS FOR FREIGHT, LAMPS, AND INSTALLATION OF LIGHT FIXTURE AND LAMPS. SURFACE -MOUNT ALL FLUORESCENT LIGHT FIXTURES LOCATED IN AREAS WITHOUT SUSPENDED CEILINGS UNLESS OTHERWISE INDICATED ON THE DRAWINGS. PROVIDE RIGID METAL SPACERS FINISHED IN WHITE ENAMEL BETWEEN THE TOP OF EACH LIGHT FIXTURE AND THE CEILING ABOVE TO MAINTAIN A 1 -1/2 -INCH SPACE. SPACERS SHALL BE APPROVED BEFORE INSTALLATION. INSTALL FLUORESCENT LIGHT FIXTURES HUNG IN CONTINUOUS ROWS ON CHANNEL STRUTS SPECIFICALLY DESIGNED FOR THIS PURPOSE. INSTALL ALL FLUORESCENT LIGHT FIXTURES LOCATED IN AREAS WITHOUT CEILINGS IMMEDIATELY BELOW THE ROOF- FRAMING MEMBERS, OR SUSPENDED FROM CHAIN HANGERS SUITABLE IN LENGTH TO PROVIDE THE INDICATED MOUNTING HEIGHT. HANGERS: "HYDEE" HANGER TYPE FOR OUTLET BOX MOUNTING, COMPLETE WITH GROUNDING RECEPTACLE, PLUG, 3 -WIRE CORD AND NECESSARY CHAIN. THROUGH WIRING OF RECESSED LIGHT FIXTURES, IN SUSPENDED CEILINGS, IS NOT PERMITTED. CONNECT EACH LIGHT FIXTURE BY A WHIP TO A JUNCTION BOX. THE WHIP SHALL BE OF SUFFICIENT LENGTH TO ALLOW THE LIGHT FIXTURE TO BE RELOCATED WITHIN A 6 -FOOT RADIUS. 168 4 -3 LAMPS PROVIDE LAMPS AS INDICATED ON THE DRAWINGS FOR ALL LIGHT FIXTURES; OR, IF NOT INDICATED, AS RECOMMENDED BY THE LIGHT FIXTURE MANUFACTURER. IN ALL CASES, LAMPS SHALL BE COMPATIBLE WITH THE SPECIFIED LIGHT FIXTURE. ACCEPTABLE LAMP MANUFACTURERS: GENERAL ELECTRIC, OSRAM /SYLVANIA, PHILIPS, OR VENTURE. ALL FLUORESCENT LAMPS SHALL BE MINIMUM OF 3500 DEGREES K, WITH A MINIMUM COLOR - RENDERING INDEX OF 70, UNLESS NOTED OR DIRECTED OTHERWISE. ALL FLUORESCENT LAMPS IN SALES AREAS SHALL BE 3000 DEGREES K WITH A COLOR- RENDERING INDEX OF 80. ALL METAL HALIDE LAMPS IN SALES AREAS SHALL BE COATED, 3000 DEGREES K WITH A COLOR- RENDERING INDEX OF 70. INCANDESCENT LAMPS: TYPE AND WATTAGE AS SHOWN ON THE DRAWINGS; RATED 130V UNLESS OTHERWISE SCHEDULED OR SPECIFIED. 16B 4 -4 BALLASTS FLUORESCENT BALLASTS: LOW HEAT TYPE; THERMALLY PROTECTED AGAINST OVERHEATING; ETL --CBM, CLASS P TO MEET ALL REQUIREMENTS OF SECTION 410-73 (E) OF THE NFPA 70 AS A MINIMUM; COMPLY WITH THE NATIONAL BALLAST ENERGY LAW; 90- PERCENT POWER FACTOR OR GREATER; SOUND LEVELS NOT EXCEEDING CLASS A AMBIENT NOISE LEVELS. 1. INDOOR FLUORESCENT BALLASTS: ELECTRONIC TYPE SUITABLE FOR OPERATION OF T8 LAMPS; TOTAL HARMONIC DISTORTION LESS THAN 20 PERCENT; FREQUENCY OF OPERATION OF 20 KHZ OR GREATER WITH NO VISIBLE FLICKER; LINE TRANSIENT WITHSTAND RATINGS AS DEFINED IN ANSI /IEEE C62.41, CATEGORY A; MANUFACTURERS: ADVANCE REL /VEL SERIES OR APPROVED EQUAL BY MAGNETEK, MOTOROLA, OR OSRAM. 2. EXTERIOR AND LOW TEMPERATURE FLUORESCENT BALLASTS: SHALL BE ELECTRONIC TYPE SUITABLE FOR OPERATION OF F72T12/HO AND F96T12/HO LAMPS; SHALL HAVE A TOTAL HARMONIC DISTORTION LESS THAN 20 PERCENT; SHALL HAVE A FREQUENCY OF OPERATION OF 20 KHZ OR GREATER AND OPERATE WITH NO VISIBLE FLICKER; SHALL WITHSTAND LINE TRANSIENTS AS DEFINED IN ANSI /IEEE C62.41, CATEGORY A; SHALL HAVE A MINIMUM STARTING TEMPERATURE OF ?20 DEGREES F; AND SHALL BE ADVANCE REL /VEL SERIES OR EQUAL OF MAGNETEK OR MOTOROLA. EXTERIOR AND LOW TEMPERATURE FLUORESCENT BALLASTS: SHALL BE MAGNETIC TYPE SUITABLE FOR OPERATION OF T12 LAMPS; SHALL HAVE A MINIMUM STARTING TEMPERATURE OF 0 DEGREES F FOR RAPID START LAMPS AND A MINIMUM STARTING TEMPERATURE OF ?20 DEGREES F FOR 800MA AND 1500MA LAMPS; AND SHALL BE ADVANCE REL SERIES OR EQUAL OF MAGNETEK. COMPACT FLUORESCENT BALLASTS: SHALL BE THERMALLY PROTECTED AGAINST OVERHEATING; SHALL BE CLASS P; SHALL HAVE A MINIMUM 90 PERCENT POWER FACTOR; SOUND LEVELS SHALL NOT EXCEED CLASS A AMBIENT NOISE LEVELS; AND SHALL BE LOW HEAT TYPE. ALL BALLASTS SHALL BE BY ADVANCE. BALLASTS FOR 36W THRU 55W LAMPS SHALL BE MARK V ELECTRONIC TYPE. HIGH - INTENSITY DISCHARGE (HID) BALLASTS (INCLUDES HIGH PRESSURE SODIUM (HPS) AND METAL HALIDE (MH)): SHALL HAVE A POWER FACTOR GREATER THAN 90 PERCENT; COMPLY WITH UNDERWRITERS LABORATORY (UL) 1029; PROVIDE NORMAL OPERATION AND LIGHT OUTPUT WITH THE INPUT VOLTAGE IS WITHIN ?10 PERCENT OF NOMINAL BALLAST RATING (EXCEPT HPS LAMPS SMALLER THAN 250W WHICH MUST HAVE THE INPUT VOLTAGE WITHIN +5 PERCENT); SHALL HAVE A MINIMUM STARTING TEMPERATURE OF ?20 DEGREES F. PROVIDE ENCAPSULATED AND REMOTE TYPES WHERE INDICATED ON THE DRAWINGS. EMERGENCY FLUORESCENT BALLASTS: SHALL BE BODINE B50 OR IOTA 1 -232 FOR FOUR -FOOT FLUORESCENT LAMPS; SHALL BE BODINE B30 OR IOTA 1--60 FOR EIGHT -FOOT FLUORESCENT LAMPS. 16B 5 -2 WIRING OF THERMOSTATS. TIME AND TEMPERATURE CONTROLS PROVIDE ALL RACEWAYS, POWER WIRING, AND LINE - VOLTAGE CONTROL AND INTERLOCK WIRING NOT PROVIDED UNDER DIVISION 15, FOR ALL THERMOSTATS, TEMPERATURE CONTROL DEVICES, AND CONTROLS, INCLUDING, BUT NOT LIMITED TO, NIGHT - STATS, WATER HEATER INTERLOCKS, TIME SWITCHES AND OVERRIDE TIMERS. SEE MECHANICAL DRAWINGS FOR LOCATIONS AND TEMPERATURE CONTROL DIAGRAMS. LOW - VOLTAGE CONDUCTORS FOR THERMOSTATS AND TEMPERATURE CONTROL SYSTEM MAY BE RUN EXPOSED ABOVE FINISHED ACCESSIBLE CEILINGS, IF APPROVED AND LISTED FOR THIS PURPOSE, BUT SHALL BE INSTALLED IN CONDUIT WITHIN WALLS AND WHERE EXPOSED IN THE WORK AREAS. 16B 5 -3 TELEPHONE SYSTEM PROVISIONS PROVIDE INCOMING TELEPHONE SERVICE RACEWAYS AS INDICATED ON DRAWINGS OR AS REQUIRED BY THE SERVING TELEPHONE COMPANY. PROVIDE 3/4 -INCH THICK PLYWOOD BOARD, FIRE- RETARDANT - TREATED AND STAMPED FRT, SECURELY ANCHORED TO THE WALL, AT THE LOCATION AND OF THE SIZE AS INDICATED ON THE DRAWINGS. PROVIDE FLUSH MOUNTED TELEPHONE OUTLET BOXES WITH 3/4 -INCH EMT STUB -UP CONCEALED TO ACCESSIBLE CEILING SPACE AT LOCATIONS AS INDICATED ON THE DRAWINGS. 16B 5 -4 DATA SYSTEM PROVISIONS PROVIDE FLUSH MOUNTED DATA OUTLET BOXES WITH 3/4 -INCH CONDUIT STUB -UP CONCEALED TO ACCESSIBLE CEILING SPACE AT LOCATIONS AS INDICATED ON THE DRAWINGS. 16B 5 -5 TIME SWITCHES TIME SWITCHES: TYPE INDICATED, WITH MANUAL BYPASS SWITCH, NEMA ENCLOSURE SUITABLE FOR THE ENVIRONMENT INSTALLED; NUMBER AND TYPES OF CONTACTS, SEQUENCE, AND VOLTAGE AS INDICATED ON THE DRAWINGS, OR AS REQUIRED, BASED ON THE TIME SWITCH FUNCTION AND THE NUMBER OF BRANCH CIRCUITS OR CONTACTORS CONTROLLED. PROVIDE WIRING TO PHOTOCELLS, CONTACTORS, RELAYS OR OTHER CONTROL POINTS AS REQUIRED. MANUFACTURERS: INTERMATIC, PARAGON OR TORK. TYPE: 1. ELECTRONIC DIGITAL. 2. MECHANICAL. 16B 5 -6 PHOTO CONTROL THE PHOTO CONTROL SHALL: 1. PROVIDE AUTOMATIC SWITCHING FOR LIGHTING LOADS USING A THERMAL DESIGN WITH BUILT -IN DELAY TO ENSURE THAT THE CONTROLLED LIGHTING DOES NOT SWITCH OFF DUE TO AMBIENT LIGHT OR LIGHTNING STRIKING THE PHOTOCELL. 2. HAVE A RATING BASED ON UL TESTING AT 50% POWER FACTOR FOR BALLAST LOADS, BE UL LISTED, AND MEET ALL APPLICABLE AGENCY REQUIREMENTS 3. BE STEM - MOUNTING TYPE WITH ALL NECESSARY MOUNTING HARDWARE AND INSTRUCTIONS; HAVE A HOUSING CONSTRUCTED OF HIGH IMPACT POLYCARBONATE; PHOTO CONTROL COMPONENTS CONSISTING OF A METAL FILM RESISTOR, DUAL TEMPERATURE COMPENSATING BI -METAL BLADES, SNAP ACTION CONTACT BLADES, CHEMICALLY TREATED /POLYMER ENCAPSULATED CADMIUM SULFIDE PHOTOCELL AND SILVER ALLOY CONTACTS TO ENSURE RELIABLE 5 YEAR MANUFACTURER WARRANTED OPERATION. PHOTO CONTROL SHALL BE 100% FACTORY TESTED FOR FUNCTION WITHIN MANUFACTURER ?S SPECIFIED LIGHT LEVELS. 4. BE FROM THE SAME MANUFACTURER OF AND TOTALLY COMPATIBLE WITH THE TIME SWITCHES SPECIFIED ABOVE. 16B 5 -7 LIGHTING CONTACTORS LIGHTING CONTACTORS: 2. A. B. C. 3. A. INDUSTRIAL DUTY TYPE; SILVER ALLOY, DOUBLE BREAK CONTACTS, CONVERTIBLE WITH NO AND NC INDICATORS; CAPABLE OF ADDING POLES IN THE FIELD; NUMBER AND RATING OF POLES AS INDICATED ON THE DRAWINGS OR REQUIRED BY THE LOAD CONTROLLED; TYPED DIRECTORY AFFIXED TO THE INSIDE OF THE ENCLOSURE DOOR LISTING ALL BRANCH CIRCUITS SWITCHED AND THE CONTROL POWER BRANCH CIRCUIT. SHORT CIRCUIT CURRENT RATING: 22,000A AT 240V MAXIMUM 14,000A AT 480V MAXIMUM AS INDICATED ON THE DRAWINGS FUSING: PROVIDE FUSE BLOCKS AND FUSES IN THE CONTACTOR ENCLOSURES, OF THE AMPACITY AND CLASS RECOMMENDED BY THE MANUFACTURER TO OBTAIN A CONTACTOR MINIMUM RMS SYMMETRICAL SHORT CIRCUIT CURRENT RATING OF 100,000A. MOUNT FUSE BLOCKS AHEAD OF THE INPUT TO EACH CONTACT, BOTH USED AND SPARE (IF ANY). ALSO PROVIDE A FUSE PULLER AND SPARE FUSES (25- PERCENT OF TOTAL FUSES OR A MINIMUM OF 2 OF EACH RATING, WHICHEVER IS GREATER) AFFIXED TO THE INSIDE OF THE ENCLOSURE. 4. ENCLOSURES: A. NEMA 1 5. COIL VOLTAGE: A. 120V AC MECHANICALLY -HELD TYPE: 1. MANUFACTURERS :? 2. A SQUARE D CLASS 8903 L 3. B CUTLER HAMMER EQUIVALENT 4. C GENERAL ELECTRIC EQUIVALENT 5. D SIEMENS EQUIVALENT 6. E ASCO EQUIVALENT X07 -43/ JAN 11 2008 01 7 0 0 U m zE m � o w E U _ 0 w 1- ¢ ❑ 1 0 6 DRAWING CONTENTS: ELECTRICAL SPECIFICATIONS DRAWING NO.: E5.1 Roof —LI\E Control Section RTU -1 3ZC 1 DTS -- Supply Air 18/12 c==> cc: 18/2 18/12 \ 485 COMM LIN 1< RTJ Control Section 3ZC 2 Gcncrcl Construction \otcs: Ecuipment provicec by SCI for installation by Contractor: 1. CO2 Sensor (1 total) Vlountec in scles area. 2. STS duct Temperature Sensors (1 for each RTU) 3. ESL or Cell rroce for remote connectivity. 4. D7C's digital 7one Controllers _(1 for ecch RTU). 5. EV Energy Veter (1 for Vain - lectrical Feec). 6. OSD Outsice Sensor device (1 Total 7. SLP Scream Lighting Panel (1 Total 18/12 IS 18— GUAGE, 6 —TWIST COPPER CONDUCTORS DTS — 2 Supply Air m 18/2 18/12 24/2 ED PAIR, III 24/2 IS 24— GUAGE, 1—TWISTED PAIR, I \SULATED COPPER CO\IDUCTORS 18/2 IS 18— GUAGE, 1— TWISTED PAIR, I COPPER CO\IDUCTORS RTU ---- -- 3 Control Section D7C 3 S U LAT E D \SULATED DTS 4D-1 8/2 Supply Air 18/12 RTU -4 Control Section D7C 4 Legenc: CO2 Carbon Dioxice Sensor STS Duct Temperture Sensor (Supply Air) D7C digital 7one Controller (Thermostat) EV Energy Veter OSD Outsice Sensor Device (Outsice— Air —Temp, Ambient — Light— Sensor) RTJ Rooftop Unit SLP Scream Lighting Panel DTS — 8/2 vs Supply Air v Si 18/12 ELLA ng RTU -5 Control Section 5 ELECTRIC MAINS AT \ADP e T°' 3TS-5 ap 18/2 / 24/2 Sc E (2) 18/2 The Electrical Contractor shcli furnish the labor anc purchase all components cnc instal ation materials recuirec to provice a complete EVS system cs s own on these anc other crawings. Site Controls Inc. (SC) will supply the EvS ecuipment (purchasec by the contrcctor) anc provic support. The Contrator shall provice 120V power where incicatec on DWG , s. All wiring shall conform to rational, State anc Local coce Refer to the installction anc wiring ciagrc-i's for further cetails. v Supply Air He Diagra CO2 1 18/12 0 es Arec e technical BREA 'KER PANEL HA LOADS 1,2 17 C <T'S RTC - 6 L Control Section DZC 6 485 CON/ 4) #12 DTS -6 0 18/2 24/2 VI LI \< Supply Air BREAKER PA \EL A 18/1 C S BREA PA\ LOA 14 RTU — 7 1 ontrol ection D7C 7 DTS -7 Supply Air 8/2 C '<ER EL DS 3,4 CKT'S l 18/12 BREAKER PA\EL B 8) #12 Control Section 24/2 RTU -8 / DZC 8 DTS -8 18/2 Supply Air SLP 0 24/2 (OSD) FACE NORTH. COORDINATE LOCATIO WITH MICHAELS PROJECT MANAGER. 0 0 0 0 Lighting Contactors and Logic Center 18/12 GAS \IT HTR DZC 9 18/2 osI ROOF LI \l 18/2 \I \E FLOOR IDD7q3/ SEE MOUNTING INSTRUCTIONS ON EVS-2 J 11 2008 FOR I \FOR O \LY. v AT I O w 1- 1 4 1- E m 0 1 0 6) 1-- uJ E 0 1-- 0 0 0 m z 0 0 2 1- U w S DRAWING CONTENTS: EMS SINGLE LINE DIAGRAM DRAWING NO.: EMS1 1000 1 IM ILM 0 CC U TO RTU LOW VOLTAGE CONTROL PA \EL (SEE DETAIL A) 24/2 COMM CABLE FROM PREVIOUS DEVICE 3/4" EMT TO CEILING JOIST RO,C -- I\ v 3 0 FOR TYPICAL D/C \TRIG DETAILS FOR 22/2 24/2 COMM CABLE TO \EXT DEVICE INSTALL CONNECTOR WITH BUSHING (TYP.) F � \ G -TAIL PEP DZC A SINGLE GANG P_ASTER RING ( I CAL FOR ALL) \S-UPPLY AIR DUCT ROUGH IN DETAIL FOR DZC w /C2O (TYPICAL OF 1) > DTS (TYP) D/C w /CO2 DETAIL CABLING SAME AS SI \GLE DZC — ALTERNATE ROUGH IN DETAIL FOR DZC w /CEO ALS (LOCATED ON BACK OF BELL BOX) FACE ALS NORTH 1/2" RIGID CONDUIT TO SL OAT OS3 1/2" L.B. 0S3 SCREP, 3/4" EMT TO CEILING JOIST FOR LOW VOLTAGE CABLING EMT AS REQUIRED TO INTERCEPT CONTROLLED LIGHTING CIRCUITS v v T v 0 OSD \T 0 G DETAILS INSTALLER SHALL NOT PENETRATE THE ROOF -RM1� USE GREASE FILLED DOLPHIN CONNECTOR OR EQUAL FOR WATER —TIGHT SPLICE 0 L LIG Op \-‘fr 4/ VERIFY EXACT LOCATION WITH MICHAELS CONSTRUCTION Pg MANAGER \TI NOTE: IVOUNT THE SLP NEAR THE ELECTRICAL BREAKER PANELS HOUSING THE LIGHTING CIRCUITS SERVING THE CONTROLLED ZONES. SLP BUTTON HEIGHT SHOULD NOT EXCEED 54" FOR EASY CUSTOMER ACCESS TO OVERRIDES. MAINTAIN 36" CLEARANCE IN FRONT OF SLP FOR CODE REQUIREMENTS. T ATIO\ DLTAIL >< CUT AND TAPE BACK SHIELD(S) THIS END ISOLATE FROM GROU \D \G DETAIL NI NOTE: MOUNT 3' ABOVE ROOF WHEN NORTH FACING WALL ISN'T AVAI LAB LE MOUNT 8' ABOVE GRADE WHEN NORTH WALL IS AVAI _ABLE ALS G Pa\EL (SLR) OAT 3/4" EMT TO POWER SOURCE 2 -20A 120VAC DEDICATED CIRCUITS (FROM PANEL D, CKT'S 27 AND 29) TB1 OAT DLV 0 18/2 CABLE 24VAC POWER FRO vl DZC v * REFER TO CO2 SENSOR MFG. DRAWINGS FOR WIRING INSTRUCTIONS ATISTAGE ROOFTOP LENNOX ROOF TOP UNIT LOW VOLTAGE TERMINATIONS 2 3 4 5 6 7 8 9 101112131415161718192021 OOQ�OOQO OO b oobo TB c DTS t \AL CF CO2 0 W Z co o m TAPE BACK SHIELD DRAIN WIRE THIS END RT„ 0\ SAT P. 18/12 CABLE= 18/2 CABLE 18/2 CABLE A 0 -3V OUTPU TO DZC (REQUIRES 150 OH TAPE BACK SHIELD DRAIN WIRE THIS END LEGEND: CO2 CARBON DIOXIDE SENSOR DTS DUCT TEMPERATURE SENSOR (SUPPLY AIR) DZC DIGITAL ZONE CONTROLLER (THERMOSTAT) OSD OUTSIDE SENSOR DEVICE (OA TEMP OA LIGHT) RTU ROOF TOP UNIT SLP SCREAM LIGHTING PANEL ZTS ZONE TEMPERATURE SENSOR TB TERMINAL BOARD IN RTU CONTROL PANEL v 0 z 0 IT TERv P APPL 0 z 0 vl RESISTOR) \ATio s CAT V 0 D E SE \SOR A D D R E S S w w 0 < W c�mm ch w z ma WAI LL w ON G z V 8 -POS v ODD 6 8 0\ 7 OFF SELECT 0 T E 4 \ <Es OAF 5) D7C 2 -POS WA ■U o VIEWED FROM REAR) 11. ♦ * *4 r43) 2 OFF 1 OF RS 485 COMMUNICATION CABLES. USE SHIELDED 24/2 CABLE FROM LAST DEVICE TO NEXT DEVICE JOIN SHIELD DRAIN ]WIRES AND ISO _ATE FROv GROUND NOTES: 1. CO2 SENSOR IS ONLY USED ON (1) ONE DZC. CHECK SHOP DWG'S FOR LOCATION. 2. REFER TO DZC MANUAL FOR ADDITIONAL INFORMATION. 3. THIS DRAWING IS USED FOR STANDARD (NON —HEAT PUMP) SERIES R001-10P UNITS ONLY. 4. REFER TO DIPSWITCH ADDRESSING DWG. FOR DZC NUMBERING. JAN 11 2008 UEN TEh FOR I \FOR 0 \ LY . VATIO\ w 1- 0 w 0 1- u m 0 0 Q Z ict 0 0 w 0 w 1- 0 1 (31 tp DRAWING CONTENTS: DZC MOUNTING AND WIRING DETAILS DRAWING NO.: EMS2 ANALOG 2 ANALOG 3 ANALOG 1 PROJECT NO.: DESCRIPTION D CO2 CO S S D D S S 0 O z CT TH \SOR W z N 0 0 z 5 z 0 D/C 4 II \STALL 150 OH V RESISTOR O\ --- 20 mA OUTPUT C07 BAC SOHW D/C vPF RAT rt, Li w CL w w z z L K PLATE CO2 SI \SOR R \C \P UT DE O N 00 0 Q 0 0 w w w z z J J NO POLARI A SF\SOH a L 1 \ t L1 L2 L3 S 85 + 85 SHIELD RV \A S SPARE1 GND SPARE2 G \D OA G \D OL GAD 485 -f- 485 SHIELD / 0\ STH TB2 0 ® ® ® Z� ® 5® ® 6� ® 7 ® ® 8® ® 9® ® ®14(S) ®15® 0 /0\ P =RG OUT AIR G \D OUT LTS GND 485+ 485 ®12® 485 ®13® 485 P H V (S).11® 485 SHIELD I\ 8-i 485 SHIELD 0 RAT„RI 4-T D/C PFRA O z z z 0 w w w w z z R W SI N SF \G DI- SOR W \SOR A L N C DDi 43/ RGY V TFH JAN 11M PE..ft ULf g L. FOR I \FOP ONLY. V ATI 0 \ W 1- 0 r 0 m m Q d) r 0 m Q 0 r 0 0 0 0 DRAWING CONTENTS: DTA SENSOR AND ENERGY METER WIRING DETAIL DRAWING NO.: EMS3 CD rY U D CO2 CO S S D D S S 0 O z CT TH \SOR W z N 0 0 z 5 z 0 D/C 4 II \STALL 150 OH V RESISTOR O\ --- 20 mA OUTPUT C07 BAC SOHW D/C vPF RAT rt, Li w CL w w z z L K PLATE CO2 SI \SOR R \C \P UT DE O N 00 0 Q 0 0 w w w z z J J NO POLARI A SF\SOH a L 1 \ t L1 L2 L3 S 85 + 85 SHIELD RV \A S SPARE1 GND SPARE2 G \D OA G \D OL GAD 485 -f- 485 SHIELD / 0\ STH TB2 0 ® ® ® Z� ® 5® ® 6� ® 7 ® ® 8® ® 9® ® ®14(S) ®15® 0 /0\ P =RG OUT AIR G \D OUT LTS GND 485+ 485 ®12® 485 ®13® 485 P H V (S).11® 485 SHIELD I\ 8-i 485 SHIELD 0 RAT„RI 4-T D/C PFRA O z z z 0 w w w w z z R W SI N SF \G DI- SOR W \SOR A L N C DDi 43/ RGY V TFH JAN 11M PE..ft ULf g L. FOR I \FOP ONLY. V ATI 0 \ W 1- 0 r 0 m m Q d) r 0 m Q 0 r 0 0 0 0 DRAWING CONTENTS: DTA SENSOR AND ENERGY METER WIRING DETAIL DRAWING NO.: EMS3 CD c U D CO2 CO S S D D S S 0 O z CT TH \SOR W z N 0 0 z 5 z 0 D/C 4 II \STALL 150 OH V RESISTOR O\ --- 20 mA OUTPUT C07 BAC SOHW D/C vPF RAT rt, Li w CL w w z z L K PLATE CO2 SI \SOR R \C \P UT DE O N 00 0 Q 0 0 w w w z z J J NO POLARI A SF\SOH a L 1 \ t L1 L2 L3 S 85 + 85 SHIELD RV \A S SPARE1 GND SPARE2 G \D OA G \D OL GAD 485 -f- 485 SHIELD / 0\ STH TB2 0 ® ® ® Z� ® 5® ® 6� ® 7 ® ® 8® ® 9® ® ®14(S) ®15® 0 /0\ P =RG OUT AIR G \D OUT LTS GND 485+ 485 ®12® 485 ®13® 485 P H V (S).11® 485 SHIELD I\ 8-i 485 SHIELD 0 RAT„RI 4-T D/C PFRA O z z z 0 w w w w z z R W SI N SF \G DI- SOR W \SOR A L N C DDi 43/ RGY V TFH JAN 11M PE..ft ULf g L. FOR I \FOP ONLY. V ATI 0 \ W 1- 0 r 0 m m Q d) r 0 m Q 0 r 0 0 0 0 DRAWING CONTENTS: DTA SENSOR AND ENERGY METER WIRING DETAIL DRAWING NO.: EMS3 CD CL U D CO2 CO S S D D S S 0 O z CT TH \SOR W z N 0 0 z 5 z 0 D/C 4 II \STALL 150 OH V RESISTOR O\ --- 20 mA OUTPUT C07 BAC SOHW D/C vPF RAT rt, Li w CL w w z z L K PLATE CO2 SI \SOR R \C \P UT DE O N 00 0 Q 0 0 w w w z z J J NO POLARI A SF\SOH a L 1 \ t L1 L2 L3 S 85 + 85 SHIELD RV \A S SPARE1 GND SPARE2 G \D OA G \D OL GAD 485 -f- 485 SHIELD / 0\ STH TB2 0 ® ® ® Z� ® 5® ® 6� ® 7 ® ® 8® ® 9® ® ®14(S) ®15® 0 /0\ P =RG OUT AIR G \D OUT LTS GND 485+ 485 ®12® 485 ®13® 485 P H V (S).11® 485 SHIELD I\ 8-i 485 SHIELD 0 RAT„RI 4-T D/C PFRA O z z z 0 w w w w z z R W SI N SF \G DI- SOR W \SOR A L N C DDi 43/ RGY V TFH JAN 11M PE..ft ULf g L. FOR I \FOP ONLY. V ATI 0 \ W 1- 0 r 0 m m Q d) r 0 m Q 0 r 0 0 0 0 DRAWING CONTENTS: DTA SENSOR AND ENERGY METER WIRING DETAIL DRAWING NO.: EMS3 -VAC 1 0 1E1 21 IN VAC 11 mm O\ REAR VIEW *on -VAC � 4 0\ E I VAC 1 2 21 <ffezisa -VAC ,5 51 17 IN 0\*mmam I IVAC 1 me IN O\ < EggglaM wi lz D VAC wm G \� I IVAC 1 L IL PSW S A\DAHD U SWITCH 2 OF SWITCH 1 OFF s — VAC 5 Mil MI En, 0\ <2-22.2 VAC 15 ma H 0N* TT SWITCH 8 0\ STA \BAR AT I \ SWITCH / OFF (VO3E SWITCH 6 OFF OFF = \ SWITCH 5 OFF SWITCH 4 OFF SWITCH 3 OFF SWITCH OFF SWITCI I 1 0\ `CGS HVAC 6 MI O\ LT \0 R VALVE VAC 16 nu 0 \F FV OR STAC R S I D M„LTI —STAGE COOLI \G ) • O\ BOARS S HVAC \ IT \„MBER 1 \G HT ADDRESS IVAC 7 0 hi wi ON F VAC 1 / F P,T c/cooL V V A \SOR 0\ = RE VAC 8 SWITCII —S 1 T--RL 5 SET THE REPR,ESE� \TS A L IQJF \JVB_ I TI = "O\" SWITCI I —S, YILL3S T T R \E3 O\ BY O ,SLIDI \G IT T VOVED TO T—E "O\" POSITIO\ TO 1-1 D I AG RA B OTTO V OF T LE ,51 O\ \r *cm VAC 18 O\4= OD- 6 IS T —E STA \3ARD, VLLTI —STAGE 03E. VCE 6 VAY BE JS TOR S \C LTER V 03- SETTI \ CS WITHOJT C0 \TACT \G S -VAC 9 1 •' O\ v Nr4 ma 5I WA ■f 7 -8 SELECT THE 1/01/091 O� S— \SOR S -LFCT 1 — 5 S RTJ AD *Dm is 0 \F r k - \ /AC 19 VODF 6; 0T— SE \S0 T—F LEFT. THE VORF SWITC TI I — I 11G1 I — R TI — ADDRESS. RIGHT) FOR SWITCH VAL„ ES. REFER TO RAM \ G FOR A3OR SS EXAV PLES. JI C -TS TH CRESS I VAC 1 0 NM Nril Mr IIVAC 20 Mr IVA 0 O\4 PSW i3, L— \0\ HFATP,MP, CO STAG— PT'S ALSO. G S TE— C0 \TROLS. C V 09L sw CAUT EAC FOR A» THE TH- W 0 V TC B \e IR O\S DEVICLS, START \U v \ DZC ADDRESS. EACH SW TCH R (B\APY VAL.,— TI I F S, V1 OF ALL iE DZC ADDRESS. A SW TC S ILS REFER TROL O \OT GE\ ERIC 9IPSW ICI I F, \CTIO \So S W TC I —S 1 T I I R , 5 SET THE 3 Z C A33Rf SS. SW TC— 6 SELECTS WHICH SE \SOR TI IL 9/C WILL JS —, (R— VOTE OR 0\ BOARD SE \SOR). SW TCHES 7 A \D 8 SELECT TI IL 3/C C0 \TROL ADDRHSS VA B IT ERI sw VP. S —� D7C V I IAV- A \ IQL E XAVPLE, YO, CA\ \OT —AVE PISSED AS #5 0\ TH SAVF 3ZC ADDR S SHO, LD BE IF RTLd IT SERVES. L\ A3DRESSI \G DD7 473 ■ TC F L ADDRESS. TWO 3LC S N- TW0R /<. IE SAVE AS LATLPS OR OTH ER 0 A FT L R LAST RTU. JAN 11 2008 Uti\I [Eh APP ROVAL REQUIRED FOR \FORMATIO\ 0 \LY, 2 r 0 f 0 0 U 0 0 0 m W U 0 L 0 0 0 O DRAWING CONTENTS: DZP DIPSWITCH SETTINGS DRAWING NO.: EMS4 LOAD 1 EMPLOYEE LIGHTING OVERRIDE DOOR PANEL (EXTERIOR VIEW) LOAD 2 CUSTOMER LIGHTING OVERRIDE LOAD 3 EXTERIOR SIGNS OVERRIDE APPLY LABEL 1" FROM EDG LOAD 4 EXTERIOR LIGHTING OVERRIDE *NOTE: ON THE SCREAM — JUMPER MUST BE MOVED ON J 3, TO PINS — 5+6 1-2 RS 232 3 -4 RS 422 5 -6 RS 485 LEGEND: CB CIRCUIT BREAKER I/O INPUT /OUTPUT MODULE LC LIGHT! \G CONTACTOR PB PUSH — BUTTON RLY RELAY TB TERMINAL BOARD TSP TWISTED,SHIELDED, PAIR CABLE XF TRANSFORMER * \1 OTE: INSERT COMPACT FLASH AND SODIMM IN BACK OF SCREAM * N OTE:A RED TRACER TO BOTTOM OF RIBBON CABLE (COVIMING FROM CN 19) * \OTE.B RED TRACER TOP OF UPS RIBBON CABLE (COMMING FRO v1 CN 2) O D RLY3 SIGNS U o Q Q z o_ o_ o_ a Cr) , EIV P,LQ E M KLQYEF U z 0 =MPLC5YEE LC2 LC3 ceU ' ER U U 0 0 0 0 0 0 _J J _...1 _..J z z z z n_ a o_ o u' H I- 0 0 0 0 0 0 0 0 J _J .J J z z z z o_ 0_ o_ I/O MODULE cn IJ J J (1 LI] o t o u Cl U) __,C 1 WI 0 U) C O V1 24V OUTS OUT7 OUT6 O UT5 0 UT4 O UT3 OUT2 OUT 1 MODE AbDRESS 5VDC GOM 24V cON rN CO Ult!) r io. N COM \/ 3VDC E L—li t w 0 0Q= 0 0 ■■ 0 0 0 0 0 0 L,J 0 0 0 GND PULSE2 GND PULSE1 • 0 01 O 0 01 O 0 01 O 0 01 O 0 0I [o a 01 10 0 01 I .I 1 01 01 I .1 I•I \ L / 0 / MgMOILI MODE O' JUMPER ON THE I NER *NOTE) TWO PINS SEE - JP19 GND IN1E IN14 IN14 IN1� IN12 IN11 IN1C IN9 GND 5V IN8 IN7 IN6 IN5 IN4 IN3 IN2 IN1 GND .1J P 17 JP1 8 B SHD A+ B- SHD A+ U) co RJ 4 SPARE1 SPARE2 OL OA Y 0 BL w CND COM TB2 -2 TB2 -1 TB2 -3 TB2 ---7 TB2-5 DOOR DOOR DOOR DOOR DOOR 485 — SHIELD 485 + 485 — SHIELD 485 + NETWORK 120V LINE 1 TO TB2 -10 TO TB2-11 TO TB2 -9 FROM TB2 -13 FROM TB2 -14 FROM 182 -12 *NOTE *NOTE DIPSWITCH 6 AND 4 JUMPER BUST BE ON I/0 20 ARE SET IN PLACE 0\ THE TO ON FIRST EIGHT SETS SW2— DUAL MODE ADDRESS +1 OF PINS ( LEFT TO SW1 U \DEFINED RIGHT) 0\ I/O 20 0 \LY *NOTE 1 — PLACE Jl1NPER ON — BINARY CODE, 8 -3 2 THE INNER TWO PI \S 4 8 16 32 SCREAM LIGHTING PANEL (SLP) LC1 5VDC IN SODIVIN SCREAM COMPACT FLASH NPUT ON BACK) RADIO SERIAL NETWORK CAT-5 CABL VOUNTING BRACKET BAI I ERY CELL MODEM 5VDC I 5VDC JUMPER J3 (SEE — *NOTE) 5VDC BATTERY 5VDC TRANSFORMER UNUSED UNUSED C , -485 d 485 485 PORT UNUSED TO TSP TO 485 ON /0 MODULE FROM 485 ON I/O MODULE 24VAC SURGE UPS POWER PACK 24VAC TRANSFORMER 4 + 485 SHIELD 24VAC COM SURGE TB1 LINE N1 GND ILI \E G N2 1 1 ND o ® N N N N N N N N N o SPARE1 JP17— GND2 SPARE2 OA OL 485 + 485 — SHIELD TB2 r (S)1 (KS) r: o I III RSI � REAM co Dg LTS U 0 0 0 w w J J Q Q z z o_ o_ 0_ 0_ cn cn LC9 120V NEUTRAL GROUND 120V NEUTRAL GROUND OUT AIR GND OUT LTS GND 485 + I\ 485 — IN 485 SHIELD IN 485 + OUT 485 -- OUT 485 SHIELD OUT PLUG UPS INTO DUPLEX RECEPTICLE GND 1 0 EMS 1 P \L D CKT 27 UPS P \L D CKT 29 JAN 11 2008 k QUIR FOR IRFORN ONLY. ATIO\ 1 w 1- 1 4 1- m V 0 W 0 1- 0 m z -, 0 7 w 1- 0 0 m r 0 0 0 11 6 DRAWING CONTENTS: SLP-I/O MODULE WIRING DIAGRAMS DRAWING NO.: EMS5