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Permit D11-035 - WESTFIELD SOUTHCENTER MALL - THINGS REMEMBERED - TENANT IMPROVEMENT
THINGS REMEMBERED 1011 S 0 UTH CENTER MALI. Dl 1 -035 City okukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 9202470010 Address: 1011 SOUTHCENTER MALL TUKW Suite No: Project Name: THINGS REMEMBERED Permit Number: D11 -035 Issue Date: 03/15/2011 Permit Expires On: 09/11/2011 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: KRAIG ROLLINS Address: 1155 OLIVETTE EXECUTIVE PY, SUITE 100 , ST LOUIS MO 63132 Contractor: Name: TJU CONSTRUCTION INC Address: 11864 MORNINGSIDE WY , GRASS VALLEY CA 95949 Contractor License No: TJUCOCI921MP Phone: 314 - 721 -1340 Phone: 530 - 823 -7123 Expiration Date: 08/09/2012 DESCRIPTION OF WORK: TENANT SPACE IMPROVEMENT FOR RETAIL STOREFRONT, FULL INTERIOR REMODEL, INSTALL DUCTING TO NEW SPLIT SYSTEM, INSTALL NEW CONDENSING UNIT ON ROOF, UPDATE SPRINKLER SYSTEM LAYOUT, CONNECT ELECTRICAL TO EXISTING BUT RELOCATED PANELBOARD, AND INSTALL ELECTRICAL AND LIGHTING, INCLUDING LOW VOLTAGE CONNECTIONS TO EMERGENCY LIGHTING AND NEW AUDIO SYSTEMS, RELOCATE PLUMBING Value of Construction: $66,200.00 Fees Collected: $1,873.13 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: II -B Occupancy per IBC: 0019 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D11-035 Printed: 03 -15 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: N N Water Main Extension: Water Meter: N Permit Center Authorized Signature: • • Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. Start Time: Private: Profit: N Private: End Time: Fill 0 c.y. End Time: Public: Non - Profit: N Public: Date: 157 - 1 1 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. ,J -�� - // Signature: Date: Print Name: 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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. doc: IBC -7/10 D11 -035 Printed: 03 -15 -2011 7: All construction shall be done in conformak with the approved plans and the requiremilliof the International Building Code or International Residential dw, International Mechanical Code, WashingtoWate Energy Code. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: 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. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: 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) 14: 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 mm). (IFC 906.7 and IFC 906.9) 15: 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) 16: 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) 17: 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) 18: 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) 19: 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) 20: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 21: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 22: Exit hardware and marldng shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: 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) 24: 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 mm) wide except the letter "I ", and the minimum spacing between letters shall not be doc: IBC -7/10 D11 -035 Printed: 03 -15 -2011 less than 0.375 inch (9.5 mm). Signs larger t he minimum established in section 1011.5.1 he International Fire Code shall have letter widths, strokes and s g in proportion to their height. The word " ' 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) 25: 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) 26: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot - candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot - candle (6 lux) average and a minimum at any point of 0.06 foot - candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 27: 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) 28: 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) 29: 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) 30: 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 Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 31: 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. (ALL FIRE ALARM COMPONENTS TO BE TIED -IN TO THE MAIN MALL FIRE ALARM PANEL.) 32: 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) 33: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 35: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 36: 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. 37: Post address on storefront per approved Westfield standards. 38: This review limited to speculative tenant space only - :special fire permits may be necessary depending on detailed description of intended use. 39: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 40: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D11 -035 Printed: 03 -15 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd.. Suite 100 Tukwila, WA 98188 htta://www.ci.tukwila.wa.us Building Permit No. b L 1- 03S- Mechanical Permit No. M, L l - a ..2_%I Plumbing/Gas Permit No. VG Om) Public Works Permit No. Project No. 1 \\-- 0)-6 (For office use onti.9 Applications and plans must be complete in order to be aaxpted for plan review_ Applications will not be accepted thmugh the mail or by fax. **Please Print" SITE LOCATION q)- o) -4 -7- OGLc King Co Assessor's Tax No.: d Sate Address: 1011 Southcenter Mall Tukwila WA 98188 Tenant Name: Things Remembered Property °woos Nance: Westfield Corp (Southcenter Mall) Mailing Address: 11601 Wilshire Blvd. 11th Floor Suite Number. 428 Floor: 1 New Tenant: m Yes ❑ .. No Los Angeles, CA city CONTACT PEILSON — who do we contact when your permit is ready to be issued Slate 90025 /tr Name: Kraig Rollins Mailing Address: 1155 Olivette Executive Pkwy, Suite 100 E -Mail Address: rollins@epochdesigngroup.net [ ENERAL CONTRACTOR INFORMATION — (Contractor information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: TBD Mailing Address: Contact Person: T130 Day Telephone: SLLouis, MO City Marc Fax Number. (314) 721 -0344 (314) 721 -1340 63132 np (ty Day Telephone: E -Mail Address: Fax Number. Contractor Registration Number. Expiration Date: Sure ARCHITECT OF RECORD — AN plans mast be stamped by Architect of Record Company Name: Epoch Design Group Mailing Address: 1155 Olivette Executive Pkwy, Suite 100 Contact Person: Kraig Rollins E -Mail Address: roliins@epochdesigngroup.net St. Louis, MO Cny • Mate ry Day Telephone: (314) 721 -1340 Fax Number. (314) 721 -0344 63132 ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Randall A_ Nelson, P_E Mailing Address: 14817 West 95th Street Contact Person: Same E -Mail Address: 11 Aspiration, atum. innx.- Appluatxan On 1 sir -'0141 ApBa<atxm %7 -2O91t - Alm Raased' 7-:A hh Lenexa, KS 66215 City stare Day 'Telephone: (913) 322 -5150 Fax Number: hF Page I tit 6 BUILDING PERMIT INFORMATION - 206 --431 -3670 Valuation of Project (contractor's bid pri(x): S 66.200.00 Existing Building Valuation: S Scope of Work (please provide detailed information): -- Tenant space improvement for retail storefront, full interior remodel; install ducting to new split system; install new condensing unit on roof; update sprinkler system layout; connect elec. ISAV existing, but relocated panelboard, and install electrical and lighting, including low voltage connections to emergency lighting and new audio system; relocate plumbing. Will there he new rack storage'? 0 Yes ❑__ No If yes, a separate permit and plan subminal 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) 9-or 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 Stales Provided: Standard: Compact: Handicap: Will there be a change in use! ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ® Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) , Will there be storage or use of flammable, combustible or hazardous materials in the building'! ❑ Yes m No !f "ye; -- attach list uJ materials and swage locations an a separate R- !12 ".r 11 " paper including quantities and Material Safety Data Sheers. SEP'17C SYSTEM ❑ On -site Septic System For on -site septic system, provide 2 copies of a current septic design approval by King County Health Department. t1 Ntrtha , gain.- Applmsnmu On tine 2010 Artdiu m e;∎7.2tnC -Pam' And+ c nn, Rn ned. 7.2015 td1 Page 2 of h Existing 1,253 Interior Remodel 1,253 Addition to Existing Structure New Type of Construction per iBC Type of Occupancy per IBC P' floor 118 M 7 Floor 3"t Floor Floors thro Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 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) 9-or 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 Stales Provided: Standard: Compact: Handicap: Will there be a change in use! ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ® Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) , Will there be storage or use of flammable, combustible or hazardous materials in the building'! ❑ Yes m No !f "ye; -- attach list uJ materials and swage locations an a separate R- !12 ".r 11 " paper including quantities and Material Safety Data Sheers. SEP'17C SYSTEM ❑ On -site Septic System For on -site septic system, provide 2 copies of a current septic design approval by King County Health Department. t1 Ntrtha , gain.- Applmsnmu On tine 2010 Artdiu m e;∎7.2tnC -Pam' And+ c nn, Rn ned. 7.2015 td1 Page 2 of h MECHANICAL PERMIT INFORMATION - 206-431-3670 MECHANICAL CONTRACTOR INFORMATION Company Name: TBD Mailing Address: City Contact Person: Day Telephone: E-Mail Address: Fax Number Contractor Registration Number: Expiration Date: State Ip Valuation of Mechanical work (contractor's bid price): $ 9.500 Scope of Work (please provide detailed information): Install new split system, air handler in space and condensor on roof; installation of new duct work Use Residential: New .... 0 Replacement ..-. 0 Commercial: New .... 0 Replacement __fa Fuel Type: Electric LI Gas....0 Other Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Air Handling Unit >10.000 CFM Qty Unit Type: Fire Damper Qty Boiler/Compressor: Qty 1 Furnace<100K BTU 0-3 11P/100.000 BTU Fumacc>IOOK BTU Evaporator Cooler Diffuser 6 3-15 11P/500 " OM 11111 - Floor Furnace Suspended/Wall/Floor Mounted Heater Appliance Vent Ventilation Fan Comuxted to Single Duct 1 lltennostat 1 15-30 HP/1,000,000 BTU Ventilation System ii0;;;i and Duct Wood/Gas Stove 30-50 HP/1,750.000 !fru Emergency Generator 50- HP/1.750,000 BTU Repair or Addition to fleavliefrig/Coolinu System Incinerator - Domestic Other Mechanical Equipment 1 Air liandling Unit <10.000 CFM 1 Incinerator - Comm/Ind Appl ahorta ortna•Arohcatrgas On 1.02c.2010 Aprdicsnon& 7.20 10 • rmr10 kydration.de. , 7-2010 hh Pagc 4 nf 6 • • [ LUMBING AND GAS PIPING PERMIT INFORMATION — 206-431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: TBD Mailing Address: City Stu Lip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): S 8,900 Valuation of (ins Piping work (contractor's bid price): S Scope of Work (please provide d.tailud information): Relocate existing plumbing lines to accomodate new location of lavatory and water doset. Building Use per Int'I Building Code): 1 Occupancy per Inel Building Code): _ tM Utility Purveyor: Water Saver: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bathrsho wer Bidet Clothes washer, domestic Dental unit, cuspidor Disfiwasher, domestic. with inn drain Drinking fountain or water cooler (per head) Food -waste grinder. convnercial Floor Dram Shower, single head trap lavatory 1 Wash fountain Receptor. indirect waste Sinks Urinals Water Closet 1 Budding sewer and each trailer park sewer F.ach grease trap (connected to not more than 4 fixtures - <750 gallon capacityl . ._ Medical gas piping system serving I -5 inlets /outlets for a specific gas , Rain water system per dram (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interccp_tors (;cease interceptor for conunercial kitchen ( >750 gallon capacity) Repair or ahoration of water piping and /or water treatment equipment 1 Repair or alteration of drainage or vent piping Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than aunospheric -type vacuum breakers 2 inch (51 nun) diameter or smaller Back(low protective device othcr than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including hack flow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backtlow protections (I -5) Atmospheric -type vacuum breakers not included in lawn sprinkler hackflow protections over 5 Can piping outlets 11. Appinvu.ro'4srm-Application: On lene.2810 AppNcaeons17.2014 - Farm AM:cationdca RntxJ 7 -20 If 1.h Page 5 of 6 1 PERMIT APPLICATION NOTES - Applicable to all permits in this application Value of Constnution In all cases, a value of oonstnxtion amount should be entered by the applicant. This figure will he reviewed am! is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Phu Review -- Applications for which no permit is issued within 1130 days following the date of application shall expire by limitation. Building, and Mechanical Permit 'lise Building Official may grant one or more extensions of time for additional periods not exceeding 90 day% each. The extension shall he rexluestexl in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit '1ite Building Official may grant one extension of time for an additional period not exceeding 180 days_ The extension shall he regs1ccsted in writing and justifiable anise demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR TI11S PERMIT, BUILDING OWNER OR AIUTII ZED AGENT: Signature: ' ',r ( Date: .� 02/10/2008 Print Name: Kraig Rollins Mailing Address: 1155 Ohvette Executive Pkwy IDate Application Accepted: Day 'Telephone: (314)721 -0344 xi 18 &Louis MO 63132 City State Zip 41 ',,Apph.11mm Forma -Appl itatscdr 7 -2010 bh Date Application Expires: (J f t runs 1)0 nine 21110 ores ',7 -:1110 -ham Alphwirm400 Stall' Initials: Page h of (, • 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.: 9202470010 Permit Number: D11-035 Address: 1011 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 02/11/2011 Applicant: THINGS REMEMBERED Issue Date: Receipt No.: R11 -00271 Initials: User ID: WER 1655 Payment Amount: $1,873.13 Payment Date: 02/11/2011 02:14 PM Balance: $0.00 Payee: EPOCH DESIGN GROUP TRANSACTION LIST: Type Method Descriptio Amount Payment Check 10311 1,873.13 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $1,873.13 1,132.50 736.13 4.50 doc: Receiot -06 Printed: 02 -11 -2011 . INSPECTION RECORD • Retain a copy with permit INSPECTIO N0. .: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IL 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 - Permit Inspection Request Line (206) 431 -2451 • . • Project: j �,2/ , QeMt 4� ew Type of Inspection: -Es. A 1 ki , • go • 1 g+ Address: 10 R Sc M Date Called: Special Instructions: Date Wanted_ (� a.m. p. Requester: Phone No: _ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: P f PCT— k PLo • • • • •• • ;••■ INSPECTION RECORD Retain a copy with permit INSPECTION NO. Lrr -e3S PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro1 t:_ , ^ / ^ � r T pe of Inspection: v ` (drf16 Address: 1 0 1 ( 5c_ MALL. Date Called: -IJ_. . GL 11 -02 no 'AilliZL k) Jr- ,t)/ t J / ') GJ , (,U t "-7 Special Instructions: Date Wanted: a.m. Requester: Phone jet No: /_ Rot -- 547 goiL ElApproved per applicable codes. El Corrections required prior to approval. 2 COMMENTS: .At � -1 1� 1 d A, iA(' TZ —o (--0 r `7 = -IJ_. . GL 11 -02 no 'AilliZL k) Jr- ,t)/ t J / ') GJ , (,U t "-7 Inspector: Date: /( ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. :�. -d=fr,5- INSPECTION INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION'S 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 -e35 Pro pct' .,mss ype of Inspection: SJS 4 , C� !. Address: is a di Se AAALi_ pate led: I U4?-1 I 11 c Special Instructions: -7 ir/ Date Wanted: 3-3 —tt // 41-4,111- 41-4,111- p.m. Requester: Phone No: l.� / — 5_47 — c� j Approved per applicable codes. Ij Corrections required prior to approval. ' COMMENTS: Ins ctor: Dater ❑ REINSPECTION FEE REQUIRED. Prior to next inspection' fee must be paid at 6300 Southcenter Blvd.' Suite 100. Call to schedule reinspection. •••-; • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Did1--0 aft:5 6300 Southcenter Blvd, #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: -/- i i / N(s A embeekif Type of Inspection: ,- Rftivil tu 6 Address: /0 / / Mit / . Date Called: Special Instructions: . Date Wanted: l'il— ) 2 — // p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. , COMMENTS: () /14 - 4 p/meti) 260 - 4.4) /Wed Date: I if" /2-- iti/ SPECTION FEE REWIRED. Prido next inspection. fee must be id at 6300 Southcenter elvd.. Suite 100. Call to schedule reinspection. • . • • • • • •• • '• �. _ :". INSPECTION RECORD LOV/- cf43 10Z- PERMIT NO. INSPECTION NO. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION ,• 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: 7-27/1A/6,5 / te#';1,41,1p046-ef /Type of Inspection: /-----724e7/Afd Date Called: Address: 10/, 4-7/9// Special Instructions: Date Wanted: g— 7— // a.m. Cp.T..„1-: Requester: Phone No: 97 --5-17/ 7 -508? Approved per applicable codes. E: Corrections required prior to approval. COMMENTS: p /'dee A 14,6 5 Si 44/1;(77( 77.2>ed, _cf,714d. Kiev arAJ,2 n pector: Date: 2- I,/ I IN PECTION FEE RE UIRED. Pri r to next inspection. fee rniist.be aid t 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD' ' -- - ' . • _ . . -6 Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -36.70 Permit Inspection Request Line (206) 431 -2451 Project: , /Type 7-41/4/67 A °rr,► 0"Mbir.r of Inspection: —.._ -(-4) Address: /O// /2-3A // Date Called: / ••tl /1).1' fritAIV/ Special Instructions: Lief Date Wanted: X7-'.3/ —// a.m. Requester: Phone No: 9 / -.'y7 - Co 8 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: PqL , -re 71# 3vl/s / ••tl /1).1' fritAIV/ ...41.440' Lief / (nspe P�rto Date: Rgi SPECTION FEE R UIRE D. ,F next inspection, fee must be Id at 6300 Southcent Blvd., Suite 100. Call to schedule reinspection. 1M 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 12— • Oti--0 35 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pr f {✓�Pq /�fc hCr` f �FI 4 Type ef....rrispectizi % /1 6 Address: 11 / 4 ii Sc. M ALL_ Date Called: Special Instructions: Date Wanted ' 1 �/ a.m. y Requester: Ph 1 54 / — ei 0 ea.._ ElApproved per applicable codes. proval. COMMENTS: 4.1 le ,)/( --y bA sICXe kt�(e.� ! cA;.� tLIJ'4 DA k<< G -over (7 I. • Ins ector: "g Date: 3 24- i Priorlto next inspection. fee must be /IH REINSPECTION FEE R WIRED. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ,D/ / - ,,3J' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: 7/:;413 /2t,v.cevtblee#6 Type of Inspection: 72'- ;74I Address: l c7i I .S C —14 1 Suite #: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: j4)/ T Needs Shift Inspection_ : ciof) Sprinklers: Fire Alarm: {� Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ciof) Date: ,57y1/1 Hrs.: / $100.00 REINSPECTION FEE REQUIRED ou will receive an invoice from the i' • ..wila Finance Department. Call to edule a reinspection. Billing Address Attn: Co ' .any Na Address: City: 1 State: Zip: Word /Inspection Record For p 'oc 6/11/10 T.F.D. Form F.P. 113 ..- 6.... WiNdiiv$ 7q• Nyae .. 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ii -F- or° PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 • .4 • Project: rh,.4 9 s t'eoniit. *a Type of Inspection: A. /IC-- r4/94141 / 64. / Address: /01/ Suite #: S c Jr; 1.1) ... ContactPerson: 1-49/#2 ZI A sf-� ..1.--L.. i Special Instructions: Monitor: Phone No.: 07c4. (22 - -1'` -/�— ✓� Approved per applicable codes Corrections required prior to approval. COMMENTS: 'Atli, 11� 7s' .d,vra,, vn S�J,3% / r Fire Alarm: . ) i Piz ...:A. G,� Monitor: -.• 2 "hyw.s ,0■4 S. S h YC . Permits: • • a) i.5.ravdeet.- 54kI ct.1 Ove.,Jri / of c • . • • r • ' , Needs Shift Inspection: ,/ Sprinklers: Fire Alarm: . ) .f Hood & Duct: Monitor: -.• --'.„ Pre -Fire: Permits: • • _ Occupancy Type: Inspector: js� - Dates 5-7y% Hrs.: $100.00 REINSPECTION FEE R the City of Tukwila Finance Depart Billing A ' . -ss Attn: f, IRED. You willlreceive an invoice from . CaII to schedule a reinspection. Company Name: Address: City: _. Word /Inspection Record Form.Doc State: I Zip: 6/11/10 T.F.D. Form F.P.'113 . .v rt - •e —rr.., .. :dr+ .::near r. +.t 3rsa�r: vcac..., _ :_ mr .. ..., .77 .ti[4r �. ...r. --r. • mom- . - - - .;.x:,,rr 2. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 01/ - v3 .5"` 06$ t, 1/- t- o&''o PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: T4i4 r.s /fedi e►n he, c..t. Type of Inspection: F.'e AMarn F/44 f Address: 10/ 5 c m41) Suite #: \ , Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: ' 'Hrs.: Fire Alarm: 6) .Tr &i./es 4t4.1.'4 &5 . Monitor: Pre -Fire: 0c./ 0,„..4. ,Oedec .+✓i Shd6ys IVD L�GS�. ••� /&,0/014.3 4.? �s9.e1 �Lr -r.-1/. , } Needs Shift Inspection: Sprinklers: ' 'Hrs.: Fire Alarm: Hood & Du . Monitor: Pre -Fire: / Permits:_ Occupancy Type: Inspector: c/0. Date: Y/,3J // 'Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from th City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: 77.1 Word /Inspection Retbrd Form.Doc 6/11/10 • T.F.D. Form F.P. 113 • • • • • .'z 1 . - tom- -r.: ti +.•wrv� •u-; 7@ "s^' _t•'4 � ..ri K4 R. _...ti:^s:: �. ... • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit nh /- c3r- // - 5 -oer PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: Th,;19,6 e2c-....1,-a16{,goe Type of Inspection: Sp. H rel.e. -&. / i-a I /jam ;.,a. I Address: 1 vi, 5«"4/1 Suite #: • Contact Person: Special Instructions: Permits: Phone No.: ✓Approved per applicable codes. Corrections required prior to approval. COMMENTS: { Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: FynS3 Date: 5- 7,3hi Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: 1 Company Name: Address: City: State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit DID - 0354-- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: 0,1 -cM.Q/ Type 94 Ins ection: sr- Address: /011 S- C . !111-tt -- Suite #: Contact Person: Monitor: Special Instructions: Phone No.: 6f-Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm_ : Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 5- a-- Date: ///-7// r Hrs.: f $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 'got VIVIN r'7" 2009 Washin ton State Ener Code Com.liance Form for Nonresidential and Multifamil Residential • • Interior Lighting Summary LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Info Project Address Things Remembered - Westfield Southcenter Date 3/8/2011 Tukwila, wA For Building Department Use y rill 10* ' Space No. 428 Applicant Name: Randall A. Nelson, P.E. ress:14817 West 95th Street, Lenexa, KS 66215 AppliCalt.Phone: 913- 322 -5150 }t.4+r Troject Description • New Building • Addition Alteration • Plans Induded Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plan: Alteration Exceptions (check appropriate box - sec. 1132.3) 61 not changed • No changes are being made to the lighting and space use ■ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan /room #) Occupancy Description Allowed Watts per fie** gross mtenor Area in fii Allowed x Area Space No. 428 Retail 1.33 1253 1666 Space No. 428 C - Two lamp recessed adjustable spot 2 88 176 Space No. 428 D - Two lamp 8' strip fluorescent 1 61 61 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Allowed Watt 1666 Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Space No. 428 B - Single lamp recessed adjustable spot 15 44 660 Space No. 428 C - Two lamp recessed adjustable spot 2 88 176 Space No. 428 D - Two lamp 8' strip fluorescent 1 61 61 Space No. 428 FC - Single lamp under cabinet 4' fluorescent 2 30 60 Space No. 428 8 - Recessed LV puck light 3 20 60 Space No. 428 T - Track Fixture 42 45 1890 Additional 2.5w /sf exempt for track lightin REVIEWED ��I ECIR 625 -1563 CODE COMPLIANCE iik l 130r1VFC) . . .ri !. , I '1 11 ] 4 Total Proposed Watts may not exceed Total AlloweM Watts f oV 1. U 17otal Proposed Watt City of Tukwila BUILDING DIVISION X11 - U35 1345 RECEIVED FEB 112011 PERMIT CENTER 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting, 2009 Washington Motor, and Transformer Permit Plans Checklist LTG -CHK State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised November 2010 Project Address Things Remembered - Westfield Southcenter Date 3/8/2011 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2009 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Requires Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) Yes 1513.1 Local control /access Schedule with type, indicate locations El .0 Yes 1513.2 Area controls Maximum limit per switch E1.0 N.A. 1513.3 Daylight zone control Schedule with type and features, indicate locations N.A. vertical glazing Indicate vertical glazing on plans N.A. overhead glazing Indicate overhead glazing on plans El .0 Yes 1513.4 Display /exhib /special Indicate separate controls N.A. 1513.5 Exterior shut -off Schedule with type and features, indicate location N.A. (a) timer w /backup Indicate location N.A. (b) photocell. Indicate location N.A. 1513.6 Inter. auto shut -off Indicate location N.A. 1513.6.1 (a) occup. sensors Schedule with type and locations N.A. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans N.A. 1513.7 Hotel /motel controls Indicate location of room master controls N.A. 1513.8 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) I1514 (Max. watts 'Indicate watts for each exit sign 1E1.0 I LIGHTING POWER ALLOWANCE (Section 1530 -1532) Yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture type lamps, ballasts, watts per fixture N.A. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture MOTORS (Section 1511) N.A. 1 1511 IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I I TRANSFORMERS (Section 1540) N.A. I 1540 (Transformers 'Indicate size and efficiency 1 I If "no" is circled for any question, provide explanation: 2009 Washin ton State Ener Code Com.liance Forms for Nonresidential and Multifamil Residential Mechanical Summary MECH -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info ral� �4 Project Address THINGS REMEMBERED Date 3/8/2011 WESTFIELD SOUTHCENTER, SPACE #428 For Building g Dept. Use _ REVIEW EC CODE Pl ARonny TUKWILA, WA Applicant Name: Applicant Address: Applicant Phone: Project Briefly describe system type Description mechanical and features. Plans new split sytem with electric heat. MAR O 9 21 C f Tuk Include documentation requiring compliance with commissioning requiremef t:;,:;-,i,,),., {• c • Includes Compliance Option Dm O Simole System • Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & comple Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' Capacity2 Btu /h OSA CFM or Econo? SEER or EER IPLV3 Econmizer Option or Exceptions Heat Recovery YIN CU -1 TRANE 4TTA03048A 47000 1500 OSA 13.25 NA 8 N Heating Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' Capacity2 Btu /h OSA cfm or Econo? Input Btuh Output Btuh Efficiency's Heat Recovery Y/N AaU -1 TRANE 4TEC3F55B 51195 1500 OSA 15 KW 15 KW N/A N Fan Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' CFM SPA HP /BHP Flow Control Location of Service EF -1 COOK GC -140 100 0.50 NA CV RESTROOM 11f available. 2 As tested according to Table 14 -1A through 14 -1G. 31f required. 4 COP, HSPF, Combustion Efficiency, or s Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS 6 Exception number from Seftjs,L(t 143 FOR IANCE 11 vila !RION 2011 D PERMIT CENTER 2009 Washin ton State Ener Code Com.liance Forms for Nonresidential and Multifamil Residential Mechanical Summary (back) MECH -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 System Description See Section 1421 for full description o Simple System qualifications. All Systems: No humidification 'i No Reheat% If Heating /Cooling or Goofing Only: 9 y: Constant vol? .'i Split system? ' <= 84,000 Btuh % • Economizer included? Air rnnlari? 4 Parkanarl eve? • < =1'5 nnn Rfi ih ; (:nnlinn Can < =1.r, Rhih /f2? • Heating Cap. > 0 & < =10 Btuh/A? If Heating Only: • <lnnn rfm? D<30% outside air'? • Heating Cap. < =10 Btuh /1i? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. CSTART t2, or Yes Yes Heating/Cooling or Cooling Only Heating Only Reference Section 1421 Yes • • Yes Yes Yes Yes Yes- alifies Economizer Exception tion 1 Yes • Simple System Allowed (section 1420) H Yes Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Compl Systems requirements are applicable to this project. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical - Complex Systems Checklist MECH -COMP 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address THINGS REMEMBERED Date 3/8/2011 The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH -CHK checklist for additional requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY N.A. 1431.1 Field assem. sys. Provide calculations for total onsite energy input/output to equip. N.A. 1431.2 System Sizing Indicate equipment & system sizing complies with 1431.2 N.A. 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans N.A. 1432.2.1 Air system reset Indicate automatic temperature reset & operation sequence N.A. 1432.2.2 Hydr. Sys. reset Indicate automatic temperature reset & operation sequence N.A. 1432.3.1 Hydr. Var. Flow Indicate variable flow method for all applicable systems N.A. 1432.3.X Hydronic Isolation Indicate method of isolation for all applicable systems N.A. 1432.4 DDC Capabilities Indicate control capabilities including demand response setpoind adj. N.A. 1432.4 DDC data mgmt Indicate metering and trending capabilities. N.A. 1432.5 Pressure Reset Indicate static pressure reset for VAV systems No 1433 Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption. Demonstrate higher efficiency equipment if required. N.A. 1433 Water Economizer Indicate water economizer and provide calculations showing compliance with 1413 if 1433 Exception 3 is utilized N.A. 1434 Separate air sys. Indicate special requirement zones and indicate systems N.A. 1435 Simul. htg. & clg. Indicate method of prohibiting simultaneous heating and cooling, or state excpetion and show supporting calculations N.A. 1436 Heat recovery Indicate heat recovery of all applicable systems on plans; complete and attach heat recovery calculations N.A. 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency N.A. 1438 Variable speed drives Indicate VS control or equivalent on schedules for all applicable equip. N.A. 1438.1 Heat Rejection Indicate heat rejection equipment types and fan types N.A. 1438.2 Hot Gas Bypass Indicate cooling equipment staging and capacity modulation abilities N.A. 1438.3 Large Volume sys Indicate multiple system rooms & indicate ventilation control N.A. 1439.1 Kitchen Hoods Indicate source and conditioning of make -up air N.A. 1439.2 Laboratory Exhaust Indicate HR, VAV, semi - conditioned makeup, or CERM calc If no is circled for any question, provide explanation Equipment is excempt from economizer. Decision Flowchart (Start Here) Section 1411.1 Equipment Efficiency Shall Meet Tables 14-1A through 14-1G s/Oil Furna input 2 225,000 uh or Any U eate Use flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for complete information on the requirements Yes Air System Serving Multiple Zones? 1411.1 IID 8 Power Venting or Damper. If input ?_ 225,000 Btuh then 1412.6 Modulating Controls Required Section 1411.1 0.75% Maximum Jacket Loss Section 1412.8 Ventilation Controls for High - Occupancy Areas Section 1431.1 Calculations of Total On -Site Energy Input & Ouput Required (continued on back) Section 1432.2.1 Supply Air Reset Controls Required Yes* 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical - Complex Systems (back) MECH -COMP 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Section 1432.3.2 through 1432.3.5 Device Isolation Required Total ump HP > 3 H', or HP >1.5 and ontrol v Yes--* Section 1432.3.1 Variable Flow Design Required dronic Syste Heated or Cooled 300,000 Btu No 0 Section 1433 Economizer Required Section 1432.4 DDC Required With Trending and Demand Response Section 1436.1 50% Effective Heat Recovery Required 4 Hour Ops, ter Cooled Condens tuh, & Servi OkBt Section 1436.3 Condenser Heat Recovery Required emot Refrigeration Condensers > 500kB Yes* Section 1436.2 Condensate Recovery Required Section 1436.4 Refrigeration Condenser Heat Recovery Required No ystem or Zone w/ Simultaneous tg. & Clg.? Yes* Section 1435 Zone Controls Must Reduce Supply Air Quantity Before Reheating/Recooling ystem o ystems serving a room have 10,000 CF pp Section 1438.3 Controls Must Yes--* Reduce Airflow When System In Not Heating or Cooling 0 No Section 1438 Variable Flow Devices Required otor Incl. in Eqpmt. Covfd by Tbl 14-1A-14- 1G? Multi -speed Motor in Multi - eed system? 0 Section 1432.2.2 Yes- Water Temperature Reset Required No-0. Section 1437 Motors Must Meet Efficiendes in Table 14-4 Yes No otal Bld.. Laboratory Exhaust> 5,000 cfm? No No DONE Section 1439.1 No Heating or Cooling for at Least 50% of Make -up Air Yes Yes ► Section 1439.2 One Required: a. Heat Recovery per 1439.2 b. 50% VAV Exhaust & Make -up c. 75% Direct Makeup w/ Tempering Only d. Combined Energy Reduction Qer>=Qmin Yes Yes • 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Economizer MECH -ECO 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Economizer Summary Check box(es) for exceptions being claimed. List the system /equipment that qualifies for each exception. See Section 1433 for full description of Economizer requirements. ❑ Full Air ❑ Ex 9a: • Ex 1: ❑ Ex 5: ❑ Ex 2: ❑ Ex 6: ❑ Ex 9b: ❑ Ex 3: ❑ Ex 7: ❑ Ex 9c: ❑ Ex 10: ❑ Ex 4: J 47000 BTUH Ex 8. Decision Flowchart Use this flowchart to determine if project complies with Economizer requirements. If not, the Systems Analysis Option must be used. Yes Reference Section 1433 Full Air Economizer - Complies ified Un m Table 14 -1A, / EER 15% Code Yes ception it Cap <54,000 B it not Exterior 'ace No xception . it Cap < 33,000 Bt nit not Exterior o djacen Idg. Cap. w/o economizer <72,000 Btuh or 5 %? Exception 2: Chilled Water Sys. er 25% over ptio er Cooled Re . aterside Economize ing chiiled b Sys No 0 es o. No Exception 4: Cooling 75% Site HR or Solar Yes— Exception 5: Special OA iltration Need xception Dehumidification with supporting rgy anal Exception 7: Heat Pump Loop eting All Crit- 0 No No xc. 9a: EER & IPLV Over ••e Ye Ye xception 10: RF System Meeting All Criteria Qualifies for Full Air Economizer Exception - Complies 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist MECH -CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address THINGS REMEMBERED Date 3/8/2011 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Ene gy Code. Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment Performance Yea 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency N.A. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss N.A. 1411.1 Air - cooled chiller Provide total air and water chiller capacity N.A. 1411.2.1 Water - cooled chiller Full -load and NPLV values adjusted for any non - standard conditions N.A. 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule N.A. 1411.5 Unenclosed Heat Indicate radiant heat system and occupancy controls 1412 HVAC Controls N.A. 1412.1 Temperature zones Indicate locations on plans N.A. 1412.2 Deadband control Indicate 5 degree deadband minimum N.A. 1412.3 Humidity control Indicate humidistat Yes 1412.4 Setback and Shutoff Indicate thermostat with 7 day program capability & required setback N.A. 1412.4.1 Dampers Indicate damper location, leakage rate, control type, & max. leakage N.A. 1412.4.2 Optimum Start Indicate optimum start controls N.A. 1412.5 Heat pump control Indicate heat pump thermostant & outdoor lockout on schedule N.A. 1412.6 Combustion heating Indicate modulating or staged control N.A. 1412.7 Balancing Indicate balancing features on plans N.A. 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy areas N.A. 1412.9 Loading Dock & Garage Ventilation Indicate enclosed loading dock & parking garage ventilation system activation and control method. N.A. 1422 Thermostat interlock Indicate thermostat interlock on plans N.A. 1432.2.1 Temperature Reset Indicate temperature reset method 1413 Air / Water Economizers N.A. 1412.1 Single zone systems Indicate multiple cooling stage control capability. N.A. 1413.1 Air Econo Operation Indicate 100% capability on schedule N.A. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb N.A. 1413.2 Wtr Econo Document Indicate max. OSA condition for design clg load & equipment performance data. N.A. 1413.3 Integrated operation Indicate capability for partial cooling N.A. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting Systems 1414.1 Duct sealing Indicate duct design pressures, sealing, and testing requirements 1414.1.2 Low press. duct test Indicate applicable low pressure duct systems shall be leak tested N.A. 1414.1.3 High press. duct test Indicate high pressure duct systems shall be leak tested, and identify the location of this ductwork on plans Yes 1414.2 Duct insulation Indicate R -value of insulation on duct specs 1415 Piping Systems Yee 1415.1 Piping insulation Indicate R -value of insulation on piping specs 1416 Completion Requirements Yes 1416.3.2 System Balancing Indicate air and water system balancing requirements specs N.A. 1416.3.3 Functional Testing Provide sequence of operations and test procedures. Yea 1416.3.4 Documentation Indicate O &M manuals, record drawings, staff training specs N.A. 1416.3.5 Comm. Report Indicate requirements for final commissioning report Yea 1416.4 Compliance Chklist Submit to building official upon substantial completion. specs Yea Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical State Energy Permit Plans Code Compliance Forms Checklist Continued MECH -CHK Revised December 2010 2009 Washington for Nonresidential and Multifamily Residential Project Address THINGS REMEMBERED 'Date 3/8/2011 The following ' nformation is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Ene gy Code. Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. N.A. 1441 Elec. water heater Indicate R -10 insulation under tank N.A. 1442 Shut -off controls Indicate automatic shut -off of circulators or heat trace N.A. 1443 Pipe Insulation Indicate R -value of insulation on piping N.A. 1444 Pump Energy Indicate method of pump energy management (Sec 1438) N.A. 1445 Heat Recovery Indicate preheat capacity as % of peak service water demand. 1460 Heated Pools N.A. 1452 Heat Pump COP Indicate minimum COP of 4.0 N.A. 1452 Heater Efficiency Indicate pool heater efficiency N.A. 1453 Pool heater controls Indicate switch and 65 degree control N.A. 1454 Pool covers Indicate vapor retardant cover N.A. 1454 Pools 90+ degrees Indicate R -12 pool cover N.A. 1455 Heat Recovery Indicate method and capacity of exhaust air temperature reduction COLD STORAGE (Sections 1460 -1465) 1460 Cold Storage N.A. 1463 Evaporators Indicate motor type and speed control N.A. 1464 Condensors Indicate condenser cooling type, design wb temp and control N.A. 1465 Compressors Indicate design minimum condensing temp and control. If "no" is indicated for any item in Sections 1401 -1424 or 1440 -1465 , provide explanation: • • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -035 DATE: 02 -11 -11 PROJECT NAME: THINGS REMEMBERED SITE ADDRESS: 1011 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Budl'ng ivision y� �j Nip -I Public Works Aw\A(Wc O'2-- Fire Prevention Structural JP- AM- ? «- Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -15-11 Complete 1X:1 Incomplete ❑ Comments: Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 71 Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: El APPROVALS OR CORRECTIONS: DUE DATE: 03-15-11 'NJ Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28-02 kg King County Department of Natural Resources and Parks Wastewater Treatment Division Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 0 ]4b01477.4 cr7.rroP t lAisi ]� R Proderty Se Address �lt ✓..s i LrFt h h a v %o& City State ZIP Wes-rite. A lGtc .-rr Vh�iL+— Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name DL4. -r-1 ? C CTi C-� 1M�it -1— (i1 applicable) ( qie D) Leri3 - ?DOO Owner's Phone Number (with Area Code) ( 1)49 (.2 ) c r7 `C Property Contact Phone Number (with Area Code) Owner's Mailing Address 55°c etvi. e - cat- t--r51 014 A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 ( i Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 1 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 20 RCE For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID# .0C2a309 --9 ,j) Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes C916o Was building on Sanitary Sewer? ❑ Yes ice,., [ I Was Sewer connected before 2/1/90? ❑ Yes iS1 Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B z RCE RCE Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determinat of revised capacity charge. Signature of Owner / Representative l4 �t d.lw1S �g' E•�� Date Obis Print Name of Owner /Representative 141A-IGt 17-01-1-1/..).5 1058 (Rev. 9/07) White - Kino County Yellow - Local Sewer Aaencv Pink - Sewer Customer Contractors or Tradespeople Piper Friendly Page Page 1 of 1 General /Specialty Contractor A business registered as a construction contractor with Lftl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name TJU CONSTRUCTION INC UBI No. 602842191 Phone 5308237123 Status Active Address 11864 Morningside Way License No. TJUCOCI921MP Suite /Apt. License Type Construction Contractor City Grass Valley Effective Date 7/17/2008 State CA Expiration Date 8/9/2012 Zip 95949 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date UHLER, TIMOTHY President 07/17/2008 UHLER, BRIDGET Vice President 07/17/2008 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Dat( 1 CBIC SH9368 07/09/2008 Until Cancelled Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amoy 1 COLONY INS CO GL164929 04/05/2008 04/05/2011 $5,000,1 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 03/15/2011 FILE COPY Permit No., Pt.t Plan review approval Is object to errors and omissions. &ppravai of construction documents does not authorize trit flotation of any adopted code or ordinance. Receipt of approved Field Copy and conditions Is owledgcd: THINKS REMEMBERED REVIEWED FOR CODE COMPLIANCE APDRAVEn MAR 0 9 2011 Cify of u ila BUILDING I.SION BY Date: 137_7/ Y/// City Of Thicwila BUILDING DIVISION CRITICAL NOTE: ANY CHANGES OR MODIFICATIONS IN THE SCOPE OF WORK THAT CAUSES THE CONTRACT SUM TO INCREASE OR DECREASE MUST BE SUBMITTED IN WRITING TO THE OWNER FOR APPROVAL PRIOR TO WORK BEING PERFORMED. ANY WORK BEING PERFORMED WITHOUT WRITTEN APPROVAL FROM OWNER WILL BE AT THE GENERAL CONTRACTOR'S EXPENSE. THE GC SHALL BE RESPONSIBLE FOR HOOK -UPS TO ALARM AND SMOKE EXHAUST SYSTEMS AS REQUIRED TO TIE THE TENANT'S SPACE INTO THE MALL'S FIRE DETECTION AND ALARM SYSTEMS. NOTE: ELECTRIC PANELS, TRANSFORMERS, AND TIMESWITCHES, WHEN SPECIFIED TO BE NEW, ARE OWNER FURNISHED CONTRACTOR INSTALLED - SEE 'E' SHEETS FOR MORE INFORMATION 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LANDLORD'S CRITERIA AND ALL LOCAL, STATE AND FEDERAL CODES. 2. THE GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, APPROVALS, LICENSES & CERTIFICATES TO COMPLETE THE PROJECT. 3. THE GENERAL CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION, LIABILITY, AND PROPERTY DAMAGE INSURANCE & PAY FOR SAME. REFER TO "CONSTRUCTION CONTRACT" FOR REQUIRED AMOUNTS ETC. 4. THE GENERAL CONTRACTOR SHALL VERIFY WITH OWNER WHETHER STORE IS TO REMAIN OPEN DURING CONSTRUCTION (WHERE APPLICABLE). 5. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS & DIMENSIONS AND REMOVE ALL EXISTING ELEMENTS AND FIXTURES NOT RELEVANT TO NEW WORK. COORDINATE DISPOSAL OF ANY /ALL EXISTING THINGS REMEMBERED FIXTURES AND EQUIPMENT (WHERE APPLICABLE). 6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS. PRIOR TO START OF CONSTRUCTION, A COMPLETE LAYOUT OF STORE SHALL BE PERFORMED. REPORT ANY DISCREPANCIES AND /OR CONFLICTS TO THE ARCHITECT AND OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH THE WORK. 7. THE GENERAL CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, AIR DUCTS MECHANICAL EQUIPMENT, ETC., AND LOCATIONS OF PROPOSED CONNECTIONS TO SAME. ANY DISCREPANCIES OR CONFLICTS SHOULD BE REPORTED TO ARCHITECT AND OWNER'S REPRESENTATIVE IMMEDIATELY. 8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK PERFORMED BY HIS LABORERS, SUBCONTRACTORS, OWNER'S CONTRACTOR & OTHERS. 9A. THE SIGN MANUFACTURER SHALL BE RESPONSIBLE FOR SUBMITTING AND OBTAINING MALL APPROVAL PRIOR TO COMMENCING WITH FABRICATION. 9B. THE SIGN MANUFACTURER SHALL OBTAIN SIGN PERMIT(S) FROM ANY CITY, STATE, OR COUNTY AUTHORITY HAVING JURISDICTION PRIOR TO SIGN FABRICATION AND INSTALLATION. 10. THE GENERAL CONTRACTOR SHALL RENDER THE SERVICES OF A PROFESSIONAL CLEANING COMPANY UPON THE COMPLETION OF WORK, PRIOR TO TURNOVER OF STORE TO OWNER. THOROUGHLY CLEAN THE SPACE, MAKING IT READY FOR MERCHANDISE, WHICH SHOULD GENERALLY CONSIST OF VACUUMING, DUSTING, WASHING WINDOWS, CLEANING ALL FLOORS. 11. IT IS REQUIRED THAT EACH BIDDER VISIT THE SITE AND FULLY ACQUAINT THEMSELVES WITH THE EXISTING CONDITIONS AND THE SCOPE OF THE PROJECT PRIOR TO SUBMITTING THEIR BIDS. FAILURE TO DO SO SHALL NOT RELIEVE THE CONTRACTOR FROM LIABILITY DUE TO OMISSIONS FROM BID. CHANGE ORDERS DUE TO SAID OMISSIONS WILL NOT BE ACCEPTED. 12. THE GENERAL CONTRACTOR SHALL ARRANGE FOR AN ORIENTATION MEETING WITH LANDLORD'S REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. 13. THE GENERAL CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING SURFACES, MATERIALS, FIXTURES ETC. THAT REMAIN DURING THE COURSE OF THE PROJECT. THE G.C. SHALL BE RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE BY HIMSELF OR HIS SUBCONTRACTORS DURING THE COURSE OF THE PROJECT. REPAIRS ARE TO MATCH EXISTING MATERIALS AND MUST BE ACCEPTABLE TO LANDLORD, OR OTHER GOVERNING AGENCY. GENERAL NOTES 14. ALL FLOOR TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE SMOOTH AND FLUSH (MAXIMUM SLOPE 1/8" PER FOOT). 15. FIRE BLOCK ALL WALLS AND FIRE STOP ALL PENETRATIONS AS REQUIRED BY LOCAL BUILDING CODES. 16. ALL EXISTING AND NEW FIRE RATED CONSTRUCTION AT COLUMNS, CEILINGS, WALLS, ETC., INCLUDING FIRE DAMPERS, SHALL COMPLY WITH LANDLORD AND LOCAL CODE REQUIREMENTS. 17. ALL INTERIOR AND STOREFRONT FINISHES MUST MEET LOCAL CODE AND LANDLORD FLAME SPREAD REQUIREMENTS. MINIMUM TO BE CLASS C (III) OR BETTER. 18. ANY WOOD FRAMING AND BLOCKING SHALL BE FIRE RETARDANT TREATED AS REQUIRED BY LOCAL CODES. 19. ALL PARTITIONS, CEILINGS, LIGHT FIXTURES, DUCT WORK, ETC. TO BE BRACED TO STRUCTURE TO RESIST SEISMIC LOADING AS REQUIRED BY LOCAL CODES. 20. ALL STOREFRONT CONSTRUCTION IS TO BE SELF SUPPORTING FROM FLOOR AND ATTACHED TO LANDLORD STRUCTURE ABOVE FOR LATERAL SUPPORT ONLY. (UNLESS SPECIFICALLY INDICATED OTHERWISE.) 21. THE GENERAL CONTRACTOR SHALL CONSTRUCT A METAL STUD & GYP. BD. BARRICADE ENCLOSING ENTIRE STOREFRONT IN ACCORDANCE WITH LANDLORD CRITERIA UNLESS OTHERWISE DIRECTED BY LANDLORD. G.C. TO VERIFY REQUIREMENTS WITH LANDLORD REPRESENTATIVE PRIOR TO START OF CONSTRUCTION. 22. IT IS THE RESPONSIBILITY OF THE G.C., HIS SUPERVISOR AND /OR SUB - CONTRACTOR(S) TO GUARANTEE THE SAFETY OF ALL MATERIALS SUPPLIED BY THE TENANT FOR THE CONSTRUCTION AND FIXTURING OF THE PROJECT. THIS INCLUDES, BUT IS NOT LIMITED TO, A COMPLETE CHECK OF ALL ITEMS RECEIVED AND NOTIFICATION WITHIN 48 HOURS OF ANY SHORTAGES OR DAMAGES, AS WELL AS SECURITY FROM LOSS OR DAMAGE AFTER RECEIPT. ALL SHORTAGES AND /OR DAMAGES NOT REPORTED TO TENANT OR FIXTURE CONTRACTOR WITHIN SAID 48 HOURS WILL BE REPLACED WITH IDENTICAL QUALITY MATERIAL AT THE SOLE EXPENSE OF G.C.. 23. ALL PLASTIC LAMINATE AND METAL FIXTURE EDGES MUST BE DE- BURRED PRIOR TO TURNOVER TO ELIMINATE ANY SHARP EXPOSED EDGES WHICH MAY COME INTO CONTACT WITH STORE OCCUPANTS. 24. NO COMBUSTIBLE MATERIALS ARE TO BE USED ABOVE THE FINISHED CEILING LINE. 25. SALES AREA WALLS INDICATED HEREIN TO RECEIVE NEW FINISHES TO BE PRIMED WITH AN APPROVED LATEX BASE PRIMER OR SEALER COMPATIBLE WITH FINAL FINISH INDICATED. 26. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF (1) ONE YEAR FROM DATE OF COMPLETION. 27. PATCH CONCRETE SLAB SMOOTH & LEVEL AS REQUIRED TO PREPARE FOR INSTALLATION OF FINISHED FLOORING. 28. IT IS VERY IMPORTANT TO USE A TOP QUALITY, URETHANE CONSTRUCTION ADHESIVE SUCH AS PL PREMIUM ADHESIVE FOR INSTALLATIONS OF THE FYPON TRIM. USING THIS ADHESIVE ON ALL JOINTS (COVERING THE JOINT COMPLETELY) AND ALONG THE BACK OF THE MOULDING WILL ENSURE THE HIGHEST QUALITY INSTALLATION. A.F.F. A.P. AC. AC.T. ADJ. A/C ALT. A.B. APPROX. APVD. ARCH. BLK. BLKG. BD. BTTM. CSWK. CEM. CLG. CLG.HT. CHNL CLR. CLO. COL C.M.U. CONST. C.J. COORD. CORR. CTR. C.T. DET. DIAG. DIA. DIF. DIM. DISP. DR. DWR. DWG. ELEC. E.P. ELEV. E.W.C. EXIST EQUIP. EXH. EXP. JT. FIN. F.E. FP. F.D. FLUOR. F.R.T. FURR. GA. GALV. G.C. GYP. BD. H.V.A.C. H.C. H.M. HORIZ. H.W. ABOVE FINISHED FLOOR ACCESS PANEL ACOUSTICAL ACOUSTICAL TILE ADJACENT AIR CONDITIONING ALTERNATE ANCHOR BOLT APPROXIMATE APPROVED ARCHITECT (URAL) BLOCK BLOCKING BOARD BOTTOM CASEWORK CEMENT CEILING CEILING HEIGHT CHANNEL CLEAR (ANCE) CLOSET COLUMN CONCRETE MASONRY UNIT CONSTRUCTION CONSTRUCTION JOINT COORDINATE CORRIDOR CENTER CERAMIC TILE DETAIL DIAGONAL DIAMETER DIFFUSER DIMENSION DISPENSER DOOR DRAWER DRAWING ELECTRICAL ELECTRIC PANEL ELEVATION ELECTRIC WATER COOLER EXISTING EQUIPMENT EXHAUST EXPANSION JOINT FINISH (ED) FIRE EXTINGUISHER FIREPROOFING FLOOR DRAIN FLUORESCENT FIRE RETARDANT TREATED FURRED (ING) GAUGE GALVANIZED GENERAL CONTRACTOR GYPSUM BOARD HEATING /VENTILATION/ AIR CONDITIONING HOLLOW CORE HOLLOW METAL HORIZONTAL HOT WATER ABBREVIATIONS IN.( ") INT. JT. MFR. MECH. MEMB. MTL MEZZ. MIN. (') MISC. N.I.C. N.T.S. NO. or# O.F.C.I. O.F.O.I. O.C. OPNG. OPP. PART. P. LAM. PLMB. PWD. PVC. PREFAB. P.M. QTR. R.A. R.C.P. REF. REG. REINF. REQ'D. (REQ.) REV. R.O. RND. SHT. SIM. S.C. S.S. STD. STL STO. S.D. STRUCT. SUSP. SYM. SYS. T.B.D. TEL TS. TYP. U.N.O. VERT. VEST. V.C.T. V.I.F. W.C. WP. WS. W/ W/O WD. W.P. INCH INTERIOR JOINT MANUFACTURE (R) MECHANIC (AL) MEMBRANE METAL MEZZANINE MINIMUM, MINUTE MISCELLANEOUS NOT IN CONTRACT NOT TO SCALE NUMBER OWNER FURNISHED CONTRACTOR INSTALLED OWNER FURNISHED OWNER INSTALLED ON CENTER (5) OPENING OPPOSITE PARTICLE PLASTIC LAMINATE PLUMBING PLYWOOD POLYVINYL CHLORIDE PREFABRICATED PROJECT MANAGER QUARTER RETURN AIR REFLECTED CEILING PLAN REFERENCE REGISTER REINFORCE (D), (ING) REQUIRED REVISION (S), REVISED ROUGH OPENING ROUND SHEET SIMILAR SOLID CORE STAINLESS STEEL STANDARD STEEL STORAGE STORM DRAIN STRUCTURAL SUSPENDED SYMMETRY (ICAL) SYSTEM TO BE DETERMINED TELEPHONE TUBE STEEL TYPICAL UNLESS NOTED OTHERWISE VERTICAL VESTIBULE VINYL COMPOSITION TILE VERIFY IN FIELD WATER CLOSET WATERPROOF(ING) WEATHER STRIPPING WITH WITHOUT WOOD WORKING POINT OWNER THINGS REMEMBERED 5500 AVION PARK DRIVE HIGHLAND HEIGHTS, OH 44143 CONTACT: MARY ELLEN PAUL 440 - 473 -2000 ARCHITECT EPOCH DESIGN GROUP 1 155 OLIVETTE EXECUTIVE PKWY. SUITE 100 ST. LOUIS, MO 63132 CONTACT: KRAIG ROLLINS 314- 721 -1340 ENGINEER RANDALL A. NELSON, P.E. 14817 WEST 95TH STREET LENEXA, KS 66215 913- 322 -5150 MALL CONTACT WESTFIELD SOUTHCENTER MALL 2800 SOUTHCENTER MALL TUKWILA, WA 98188 206 - 246 -7400 TENANT COORDINATOR WESTFIELD CORPORATION, INC. 633 SOUTHCENTER TUKWILA, WA 98188 CONTACT: DANYULE BRAKUS 206 - 246 -0423 ?;€-+ M4re4L 104► oci%ct,t4"eil-i1l f[<w;11wFr 9g In THINGS REMEMBERED SPACE NO: 428 J NORDSTROM MACY'S SEARS r- 1 r JC PENNEY PROJECT CONTACTS MALL KEY PLAN - LEVEL ONE OF TWO SHEET NO.: DESCRIPTION C1.0 C2.0 COVER SHEET SPECIFICATIONS D1.0 EXISTING CONDITIONS PLAN A1.0 A2.0 A3.0 A4.0 A4.1 A4.2 A5.0 FLOOR PLAN & DOOR SCHEDULE REFLECTED CEILING PLAN & DETAILS STOREFRONT ELEVATION & FINISH SCHEDUL HORIZONTAL STOREFRONT SECTIONS VERTICAL STOREFRONT SECTIONS VERTICAL STOREFRONT SECTIONS DETAILS F1.0 FIXTURE PLAN & ELEVATIONS M1.0 MECHANICAL FLOOR PLAN M2.0 MECHANICAL DETAILS AND SCHEDULES M3.0 MECHANICAL SPECIFICATIONS E1.0 ELECTRICAL LIGHTING PLAN E2.0 ELECTRICAL POWER PLAN E3.0 ELECTRICAL SPECIFICATIONS AND PANELS SEPARATE PERMIT REQUIRED FOR: IA Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION INDEX OF DRAWINGS BUILDING CODES: 2009 INTERNATIONAL BLDG. CODE W/ WA STATE AMENDMENTS 2009 INTERNATIONAL MECH. CODE W/ WA STATE AMENDMENTS 2009 UNIFORM PLUMBING CODE W/ WA STATE AMENDMENTS 2006 NATIONAL ELEC. CODE W/ WA STATE AMENDMENTS 2009 WASHINGTON STATE ENERGY CODE 2003 ICC /ANSI A117.1 2009 INTERNATIONAL FIRE CODE W/ WA STATE AMENDMENTS REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. USE GROUP CLASSIFICATION: CONSTRUCTION CLASSIFICATION: TENANT SEPARATION: FIRE SUPPRESSION SYSTEM: SALES FLOOR AREA: STOCK ROOM AREA: UNASSIGNED (BATHROOM): TOTAL: RECEIVED FEB 112011 PERMIT CENTER AREA CALCULATIONS: 1,112 S.F. 80 S.F. 61 S.F. BUILDING CODE DATA 1,253 S.F. M - MERCANTILE TYPE IIB (ASSUMED) 1 -HOUR RATED FULLY SPRINKLERED OCCUPANT LOAD; 37 1 0 38 o U � W z U PROJECT TEAM: Architect: Epoch Design Group, Inc 1155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL, 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: Randall A. Nelson, P.E. 14817 West 95th Street Lenexa, KS 66215 TEL 913.3224150 FAX 913.322.5155 COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OP EPOO1 DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORISATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE CINDER THE FOLLOWING TERMS AND CONDITIONS. THE DOCUMENT I5 TO BE USED ONLY IN CONJUNCTION WDH THIS PROTECT. REUSE OF ANY PORTION OF THE DOCUMENT ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN LATENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS-BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OP THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATEDAND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK EPOCH DESIGN GROUP MAILS NO WARRANTY AS TO THE SUITAEIUTY OF THE DOCUMENT FOR THE RECPENT'S INTENDED USE. THE REOPIENT SPEOFICALLY AGREES TO WANE AND TO INDEMNPY AND DEFEND MY AND ALL CLAIMS AGANST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY TW S DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED N CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL 7879 REGISTERED ARCHITECT DAVID CLOVER t MINGTON PROJECT TITLE: LU v) m No.A Revision Description Date SHEET TITLE: COVER SHEET PROJECT NO.: SHEET NUMBER: 10313 DRAWN BY: VEK ISSUE DATE: 01/26/11 C1.0 DESIGN NO. U465 NONBEARING WALL RATING - 1 HR. 0 L- 1. FLOOR AND CEIUNG RUNNERS -(NOT SHOWN)- CHANNEL SHAPED RUNNERS, 3 5/8 IN. WIDE (MIN), 1 -1 /4 IN. LEGS, FORMED FROM NO. 25 MSG (MIN) GALV STEEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS SPACED 24 IN. O.C. MAX. 1A. AS AN ALTERNATE TO ITEM 1 CEIUNG RUNNER * -25 MSG MIN GALV STEEL WIDTH TO ACCOMODATE STUD, WITH 3 OR 4 IN. LEGS OFFSET AT MIDPOINT 5/8 IN. TO ACCOMODATE WALL CLADDING THICKNESS. ATTACHED TO CEILING WITH FASTENERS SPACES 24 IN. O.C. THE WALL CLADDING SHALL OVERLAP WALLBOARD 1- 1 /4 " IN. MIN. FIRE TRACK CORP. 2. STEEL STUDS- CHANNEL SHAPED, 3 -5/8 IN. WIDE (MIN), 1-1/4 IN. LEGS, 3/8 IN. FOLDED BACK RETURNS, FORMED FROM NO. 25 MSG (MIN) GALV STEEL SPACED 2,41N. OC MAX. 3. BATTS AND BLANKETS * - (OPTIONAL) - MINERAL WOOD OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING STUD CAVITY. SEE BATTS AND BLANKETS (BZJZ) CATEGORY FOR THE NAMES OF CLASSIFIED COMPANIES. 4. WALLBOARD, GYPSUM * -5/8 IN. THICK, 4 FT. WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN. LONG, TYPE 2 SELF - TAPPING STEEL SCREWS SPACED 8 IN. OC ALONG EDGES OF BOARD AND 12 IN. OC IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. WHEN ATTACHED TO ITEM 6 (FURRING CHANNELS), WALLBOARD IS SCREW ATTACHED TO FURRING CHANNELS WITH 1 IN. LONG, TYPE S STEEL SCREWS SPACED 12 IN. OC. BOREAL GYPSUM INC. - TYPE BG-C. CANADIAN GYPSUM CO, LTD - TYPES C, SCX, SHX, WRX. CONTINENTAL GYPSUM COMPANY - TYPE CG -C. DOMTAR GYPSUM INC. - TYPE 5 OR C. EAGLE - GYPSUM PRODUCTS - TYPE EG -C. GEORGIA - PACIFIC CORP., GYPSUM DIV. - TYPE GPFS -6 OR GPFS -C. NATIONAL GYPSUM CO., CHARLOTTE, NC - TYPE FSK -G, FSW -G. NATIONAL GYPSUM CO., RIYADH, SAUDI ARABIA - TYPE FR OR WR. PABCO GYPSUM CO. - TYPE PG -C. REPUBLIC GYPSUM CO., - TYPE RG -C. STANDARD GYPSUM CORP., - TYPE SG -C. TEMPLE - INLAND FOREST PRODUCTS CORP. - TYPE TP -5. UNITED STATES GYPSUM CO. - TYPE AR, C, IP -X2, SCX, SHX, WRC, OR WRX. WESTROC INDUSTRIES LTD. - TYPE WESTROC FIREBOARD. 4A. WALLBOARD, GYPSUM * -(AS AN ALTERNATE TO ITEM 4) -NOM 3/4 IN. THICK, 4 FT. WIDE, INSTALLED AS DESCRIBED IN ITEM 4 WITH SCREW LENGTH INCREASED TO 1-1/4 IN. UNITED STATES GYPSUM CO. - TYPE AR. 4B. WALLBOARD, GYPSUM * -(AS AN ALTERNATE TO ITEMS 4 AND 4A) -5/8 IN. THICK INSTALLED AS DESCRIBED IN ITEM 4. JOINT COVERING (ITEM 5) NOT REQUIRED. UNITED STATES GYPSUM CO. - TYPE WSX. 5. JOINT TAPE AND COMPOUND - VINYL, DRY OR PREMIXED JOINT COMPOUND, APPUED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 IN. WIDE, WMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN ALTERNATE, NOMINAL 3/32 IN. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. 6. FURRING CHANNEL - (OPTIONAL -NOT SHOWN) - RESIUENT 25 MSG GALV STEEL FURRING CHANNELS SPACED VERTICALLY MAX 24 IN. OC, FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD WITH 1 /2 IN. LONG TYPE S -12 PAN -HEAD STEEL SCREWS. *BEARING THE UL CLASSIFICATION MARKING. 10 DESIGN NO. U -465 15 DIVISION 1 - GENERAL CONDITIONS 1.01 GENERAL A. THE STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR, THINGS REMEMBERED, MOST CURRENT CONSTRUCTION CONTRACT, IS HEREBY MADE PART OF THESE DOCUMENTS. B. THE GENERAL CONDITIONS OF THE CONTRACT ARE THE AMERICAN INSTITUTE OF ARCHITECTS STANDARD DOCUMENT NO. A201 THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ", BUILDINGS, HEREINAFTER REFERRED TO AS THE "GENERAL CONDITIONS" C. THE CONTRACTOR SHALL FURNISH THE OWNER WITH FINALAPPUCATIONS FOR PAYMENT, A MINIMUM ONE YEAR WRITTEN GUARANTEE, WARRANTING ALL WORK IN ACCORDANCE WITH THE PROVISIONS OF THE GENERAL CONDITIONS. D. THE OWNER RESERVES THE RIGHT TO WAIVE IRREGULARITIES AND TO REJECT ANY AND ALL BID PROPOSALS. E. UNLESS NOTED OTHERWISE, DIRECTIVES ISSUED IN THE SPECIFICATIONS ARE ADDRESSED TO THE GENERAL CONTRACTOR. F. FURNISH ALL LABOR, MATERIALS, APPLIANCES, TRANSFORMATION AND SERVICES REQUIRED FOR SATISFACTORY COMPLETION OF THE WORK. G. INSPECT PREMISES AND VERIFY EXISTING CONDITIONS AND DIMENSIONS. REPORT ERRORS OR INCONSISTENCIES TO THE ARCHITECT AND PROJECT MANAGER BEFORE ANY WORK IS DONE. FAILURE TO DO SO RELIEVES ARCHITECT, PROJECT MANAGER AND OWNER OF RESPONSIBILITY FOR CORRECTION OF RESULTING PROBLEMS. H. OWNER RESERVES THE RIGHT TO INSTALL STORE FIXTURES, TO WORK OR TO USE A PORTION OF THE CONSTRUCTION AREA AFTER SUBSTANTIAL COMPLETION BY THE CONTRACTOR. SUCH OCCUPANCY SHALL IN NO WAY IMPLY ACCEPTANCE OF ANY PART OF THE WORK. I. SUBMIT LIEN RELEASES COVERING ALL LABOR, MATERIALS AND OTHER COSTS INCURRED AS A PART OF THE WORK, INCLUDING SUBCONTRACTORS LABOR AND MATERIALS AT APPLICATION FOR PAYMENT PER CONTRACT. J. PERFORM ALL CUTTING, PATCHING, REPAIRING, AND RESTORING NECESSARY TO COMPLETE THE WORK AND RESTORE DAMAGED ADJACENT SURFACES RESULTING FROM THE WORK TO ORIGINAL CONDITIONS TO THE SATISFACTION OF OWNER, PROJECT MANAGER AND ARCHITECT. K. CONCEAL, OR ENCASE AND FINISH, ALL PIPE, CONDUITS, DUCTS, VENTS, ETC., IN PUBLIC AREAS UNLESS OTHERWISE NOTED. L. THE ADJACENT PREMISES INTEND TO REMAIN IN BUSINESS THROUGHOUT THE WORK. PROTECT THE PUBLIC AND STORE EMPLOYEES BY UTILIZING TEMPORARY BARRICADE ETC. AS REQUIRED. 1.02 DEFINITIONS A. THE TENANT - THINGS REMEMBERED B. OWNER - THINGS REMEMBERED C. ARCHITECT - THE FIRM THAT PREPARED DRAWINGS D. PROJECT MANAGER - OWNER'S DESIGNATED CONSTRUCTION COORDINATOR E. CONTRACTOR - THE OWNER'S GENERAL CONTRACTOR AND /OR SUBCONTRACTORS F. LANDLORD - MALL OR BUILDING MANAGEMENT DESIGNATED REPRESENTATIVE. 1.03 PERMITS, INSURANCE, CODES, TESTS AND INSPECTIONS A. CONFORM TO STATE, NATIONAL AND MUNICIPAL BUILDING AND SANITARY LAWS, CODES, REGULATIONS, AND ALL LANDLORD REQUIREMENTS. B. OBTAIN ALL NECESSARY PERMITS, INSPECTIONS, INSURANCE, LICENSES AND PAY ALL LEGAL FEES WHICH SHALL FORM A PART OF THE WORK, INCLUDING THE COST OF PLUMBING, HVAC AND ELECTRICAL TESTS, INSPECTIONS AND SERVICE CHARGES. C. MAINTAIN SAFETY AMONG PERSONS PERFORMING THE WORK IN ACCORDANCE WITH CURRENT STANDARDS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT. NEITHER THE OWNER, PROJECT MGR., NOR THE ARCHITECT SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, OR TECHNIQUES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE OWNER, PROJECT MANAGER AND ARCHITECT SHALL BE HELD HARMLESS FOR ANY ACCIDENT, INJURY OR ANY OTHER INCIDENT RESULTING FROM NON - COMPLIANCE WITH THE STANDARDS MENTIONED ABOVE 1.04 DRAWINGS AND SPECIFICATIONS A. THE DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY. ANY REQUIREMENT FOUND IN ONE SHALL APPLY AS IF FOUND IN BOTH. IF ONE IS MORE STRINGENT THAN THE OTHER, THEN THE MORE STRINGENT SHALL APPLY. B. REFER CONTRADICTIONS OR ERRORS IN DRAWINGS OR SPECIFICATIONS TO THE ARCHITECT OR PROJECT MANAGER FOR CLARIFICATION. C. DO NOT MAKE ANY CHANGE TO DRAWINGS OR SPECIFICATIONS, EXCEPT AS INDICATED ABOVE. USE DIMENSIONS NOTED ON THE DRAWINGS, OR CALCULATED FROM SAID DIMENSIONS. DO NOT SCALE DRAWINGS. D. THE CONTRACTOR FOR EACH BRANCH OF CONSTRUCTION SHALL TAKE FIELD MEASUREMENTS AT THE SITE BEFORE COMMENCEMENT OF THE WORK. E. PROVIDE AND UPDATE A COMPLETE RECORD SET (AS- BUILT) OF PRINTS. CORRECT DAILY TO SHOW EVERY CHANGE FROM ORIGINAL DRAWINGS AND SPECIFICATIONS. AT THE COMPLETION OF THE WORK, DELIVER SET TO THE OWNER'S PROJECT MANAGER, PER THE CONTRACT. 1.05 TEMPORARY FACILITIES A. PAY FOR ALL ELECTRIC, WATER, SANITARY AND OTHER SERVICES REQUIRED TO PERFORM THE WORK. 1.06 PROTECTION OF PUBLIC AND ADJOINING PROPERTY A. CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF ALL WORK FROM DAMAGE. PROTECT THE OWNER'S PROPERTY, ADJACENT PROPERTY AND PUBLIC PROPERTY FROM DAMAGE DUE TO THE WORK. CORRECT ANY SUCH DAMAGE OR INJURY. B. THE CONTRACTOR ASSUMES ALL RISKS OF DAMAGE TO OR FAILURE OF THE WORK, AND ALL RISKS OF ACCIDENTS FROM WHATEVER CAUSE ARISING UNTIL THE WORK IS COMPLETE AND ACCEPTED BY THE OWNER /TENANT. C. THE CONTRACTOR AGREES TO PROTECT, DEFEND, INDEMNIFY AND HOLD HARMLESS THE OWNER, PROJECT MANAGER AND THE ARCHITECT AGAINST ALL LOSSES, COSTS, OR DAMAGE ON ACCOUNT OF ANY INJURY TO PERSONS OR PROPERTY IN THE PERFORMANCE OF THIS CONTRACT. 1.07 DAMAGE TO OTHER WORK A. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL DAMAGE OR INJURY CAUSED TO THE WORK OF OTHER CONTRACTORS. PROMPTLY REPAIR SAID DAMAGES AT CONTRACTOR'S EXPENSE. B. IN CASE OF FAILURE TO CORRECT SAID DAMAGES, THE CONTRACTOR SHALL HAVE THE COST OF CORRECTING THEM DEDUCTED FROM HIS CONTRACT AMOUNT. C. FAILURE OF THE CONTRACTOR TO CORRECT DAMAGE TO THE WORK OF OTHER CONTRACTORS SHALL NOT EXCUSE SUCH OTHER CONTRACTORS FROM FINISHING THEIR PORTION OF THE WORK. 1.08 CHANGES TO CONTRACT A. SPECIFY THE PROPOSED VARIATION, THE CHANGE TO CONTRACT AMOUNT, IF ANY, AND THE REASON FOR MAKING IT. PROCEED ONLY AFTER AUTHORIZATION BY THE PROJECT MANAGER OR OWNER. B. NO CLAIM FOR CHANGES TO THE CONTRACT WILL BE APPROVED UNLESS A PRICE HAS BEEN AGREED UPON IN ADVANCE. ADDITIONAL WORK MUST BE APPROVED IN WRITING BY THE OWNER /PROJECT MANAGER PRIOR TO WORK BEING EXECUTED. C. CALCULATE CHANGES TO THE CONTRACT AT SAME PERCENTAGES FOR OVERHEAD AND PROFIT AS IN ORIGINAL CONTRACT. 1.09 TAXES A. PAY ALL SALES TAXES, SOCIAL SECURITY TAXES AND ANY OTHER TAXES REQUIRED BY LOCAL, STATE, OR FEDERAL GOVERNMENTS. HOLD THE OWNER, PROJECT MANAGER AND ARCHITECT HARMLESS AGAINST SAME. 1.10 CONSTRUCTION CLEANUP A. KEEP PREMISES FREE FROM SURPLUS MATERIAL, DIRT AND RUBBISH DURING THE WORK. B. UPON COMPLETION OF THE WORK, REMOVE ALL TOOLS, SCAFFOLDING, DEBRIS, ETC. FROM THE BUILDING. LEAVE INTERIOR AND EXTERIOR OF THE PREMISES CLEAN, INCLUDING CLEANING OF ALL GLASS, FIXTURES, ETC. C. ALL CASEWORK AND STORE FIXTURES TO BE BLANKET WRAPPED. TOP SURFACE OF CASEWORK & FIXTURES ARE TO BE KEPT CLEAR OF TOOLS AND MATERIALS & PROTECTED FROM DAMAGE DURING WORK. 1.11 RIGHT TO TERMINATE THE CONTRACT A. THE OWNER SHALL HAVE THE AUTHORITY TO TERMINATE THE CONTRACT IF CONTRACTOR NEGLECTS THE WORK OR FAILS TO PERFORM THE PROVISIONS OF THE CONTRACT. THE OWNER SHALL GIVE CONTRACTOR SEVEN DAY'S WRITTEN NOTICE PRIOR TO TERMINATION. CONTRACTOR SHALL BE PAID FOR ALL WORK COMPLETED WITHIN TEN DAYS OF TERMINATION. 1.12 PRELIMINARY OPERATION A. CONTRACTOR SHALL ALLOW ALL COMPLETED AND OPERABLE EQUIPMENT TO BE OPERATED BY TENANT /OWNER FOR ACCEPTANCE. 1.13 SERVICE A. PROVIDE SERVICE ON ENTIRE SYSTEMS FOR A PERIOD OF ONE YEAR FROM DATE OF COMPLETION. PROVIDE ALL PERIODIC MAINTENANCE NECESSARY FOR PEAK EFFICIENCY OF ALL PHASES OF THESE SYSTEMS, TO INCLUDE OPERATIONAL AND PREVENTATIVE MAINTENANCE. 1.14 GUARANTEE A. GUARANTEE THAT ALL MATERIALS ARE THE TYPE AND GRADE SUITABLE FOR ITS USE, THAT ALL LABOR WILL BE OF SUITABLE SKILL, THAT ALL WORK WILL BE PERFORMED IN A WORKMANLIKE MANNER AND WILL BE IN GOOD CONDITION AT DATE OF COMPLETION. B. THE CONTRACTOR GUARANTEES ALL WORK FOR A MINIMUM PERIOD OF ONE YEAR AFTER COMPLETION AND THE ACCEPTANCE BY THE OWNER, INCLUDING IMMEDIATE REPAIRS. C. CORRECT ALL DEFECTS WHICH MAY APPEAR IN THE WORK WITHIN ONE YEAR AFTER ITS COMPLETION ARISING FROM DEFECTIVE OR IMPROPER MATERIAL OR WORKMANSHIP. REPLACE OR REPAIR ANY PART OF THE WORK WHICH IS DAMAGED OR DISTURBED AS A RESULT OF SAID CORRECTION. D. A MANUFACTURER'S WARRANTY ON ANY ITEM SHALL NOT RELIEVE THE CONTRACTOR FROM FULL RESPONSIBILITY FOR ADEQUATE FUNCTION /OPERATION OF SAID GUARANTEE /WARRANTY ITEMS ABOVE. E. WARRANTIES OF MATERIALS AND WORKMANSHIP SHALL BE WRITTEN TO THE BENEFIT OF BOTH OWNER AND TENANT /PROJECT MANAGER PRIOR TO FINAL PAYMENT. DIVISION 2 - SITE WORK (REFER TO DRAWINGS FOR EXTENT OF ANY INCIDENTAL WORK REQUIRED) DIVISION 3 - CONCRETE (REFER TO DRAWINGS FOR EXTENT OF ANY INCIDENTAL WORK REQUIRED) 3.01 GENERAL REFER TO PLAN FOR NEW SLAB REQUIREMENTS. IF EXISTING, PATCH AND REPAIR AS REQUIRED. EXISTING SUPPORTED FLOOR TO BE CORED AS REQUIRED AND INDICATED. MATCH THE FOLLOWING: A. CONCRETE: READY -MIXED CONCRETE, ASTM C94 -69. B. MATERIALS: 1. PORTLAND CEMENT, TYPE 1: ASTM C150 68. 2. FINE AGGREGATE: ASTM C33 69. 3. COARSE AGGREGATE: TABLE 1 1, SIZE 57 ASTM 33 69. 4. WATER: CLEAN AND POTABLE. 5. BAR REINFORCEMENT: GRADE 40 ASTM A 616 68. 6. WIRE FABRIC REINFORCEMENT: ASTM A185 69. C. ADMIXTURES: POZZOLITH OR EQUAL, AS MANUFACTURED BY MASTER BUILDERS CO. D. PROPORTION CONCRETE TO DEVELOP 3,000 PSI AT 28 DAYS AND HAVE A MAXIMUM SLUMP OF 4 1/2". E. MINIMUM CEMENT CONTENT: 5 1 /2 BAGS (517 #) PER CUBIC YARD. NO WATER IS TO BE ADDED AFTER MIXING. F. REINFORCE CONCRETE SLABS WITH WELDED WIRE FABRIC, 6 X 6 - # 10 X 10, LAPPED 6" AT END SIDE LAPS. G. BAR REINFORCEMENT: SIZES AND PLACEMENT AS REQUIRED, CONTINUOUS AND LAPPED 24" AT SPLICES H. PROVIDE CORNER BARS AT CORNERS. I. PLACE 4" COMPACTED LAYER OF POROUS FILL UNDER THE CONCRETE SLAB, IF NOT FURNISHED BY OTHERS. J. BRING SUB GRADE TO SPECIFIED LEVEL, COMPACTED AND FINISHED SMOOTH. K. BEFORE PLACEMENT OF WIRE FABRIC AND CONCRETE, COVER FLOOR AREA WITH 6 MIL POLYETHYLENE VAPOR BARRIER, ALL LAPS WITH "ZERO PERM" TAPE. SEAL ALL PENETRATIONS AND PUNCTURES. L. SCREED SLABS TO THE LEVEL SHOWN ON THE DRAWINGS OR AS REQUIRED. M. FLOAT SLAB AND FINISH SURFACE WITH STEEL TROWEL AFTER WATER SHEEN HAS DISAPPEARED. DUSTING WITH DRY SAND ON CEMENT IS NOT PERMITTED. N. CURE SLABS WITH CHLORINATED RUBBER LIQUID MEMBRANE CURING /HARDENING COMPOUND: "CLEARBOND ", "CLEARSEAL ", "MASTERSEAL ", OR APPROVED EQUAL. O. SLABS SHALL HAVE A MAXIMUM TOLERANCE OF 1/8" IN 12" AND SHALL NOT VARY AT ANY POINT MORE THAN 1 /8" ABOVE OR BELOW THE PLANE SURFACE. P. SLABS TO RECEIVE A GROUT BED FINISH SHALL BE WATER CURED FOR 7 DAYS WITHOUT USE OF CURING COMPOUND. Q. CONCRETE WORK SHALL NOT BE DONE WHERE TEMPERATURES ARE 49 DEGREES FAHRENHEIT OR LESS. R. THOROUGHLY CLEAN SLABS WHICH WILL REMAIN EXPOSED UPON COMPLETION OF WORK. AFTER CLEANING APPLY A SECOND COAT OF CURING /HARDENING COMPOUND TO THE EXPOSED CONCRETE. S. INCLUDE CONTROL JOINTS AT EACH COLUMN LINE AND NO MORE THAN 30' O.C. IN EACH DIRECTION. T. SEPARATE SLABS AT COLUMNS FROM REST OF SLAB WITH A 1/4" ISOLATION JOINT IN "DIAMOND" PATTERN AT COLUMN. U. 2" THICK RIGID PERIMETER INSULATION SHALL BE INSTALLED WHEREVER NEW SLAB WORK ABUTS EXTERIOR WALLS. V. USE GROUT /ANCHORING CEMENT COMPLYING WITH ASTM C1 107 TO SECURE INSERTS IN CORES. DIVISION 4 - MASONRY (REFER TO DRAWINGS FOR EXTENT OF ANY INCIDENTAL WORK REQUIRED) DIVISION 5 - STRUCTURAL AND MISC. METAL (REFER TO DRAWINGS FOR EXTENT OF ANY INCIDENTAL WORK REQUIRED) DIVISION 6 - CARPENTRY 6.01 - GENERAL A. ALL MATERIALS ABOVE THE CEILING SHALL BE NON - COMBUSTIBLE AS REQUIRED BY CODE. B. WOOD FRAMING SHALL BE USED ONLY FOR MINOR, MISCELLANEOUS BLOCKING OR AS SHOWN ON DRAWINGS, AND SHALL BE FIRE- RETARDANT TREATED LUMBER. C. MATERIALS SHALL BE NEW, AND WORK SHALL BE PERFORMED IN QUALITY WORKMANLIKE MANNER. D. LUMBER IN CONTACT WITH CONCRETE OR TERRAZZO FLOORS SHALL BE PRESSURE TREATED. 6.02 FINISH CARPENTRY AND MILLWORK A. PROVIDE AND INSTALL ALL WORK SHOWN AND AS REQUIRED TO FINISH THE JOB. B. PERFORM CARPENTRY WORK TO THE BEST STANDARDS OF PRACTICE. LAY OUT WORK CAREFULLY TO PRODUCE RESULTS INTENDED BY DRAWINGS AND TO ACCOMMODATE WORK OF OTHER TRADES. C. INSTALL INTERIOR TRIM IN ACCORDANCE WITH A.W.I. STANDARDS. D. INTERIOR TRIM SHALL BE FIRE - RETARDANT TREATED TO COMPLY WITH LOCAL FLAME SPREAD OR OTHER CODES. WHERE WOOD IS USED AS SUBSTRATE FOR PLASTIC LAMINATE OR OTHER FINISH SURFACES, THE CONTRACTOR MAY SUBSTITUTE "DURAFLAKE FR" CLASS 1 FIRE -RATED PARTICLE BOARD BY WILLAMETTE INDUSTRIES, INC., OR APPROVED EQUAL. E. FINISH WOODWORK SMOOTH ON EXPOSED SURFACES, FREE FROM MACHINE MARKS OR DEFACEMENTS. SAND INTERIOR WOODWORK BY HAND AFTER ERECTED. MAKE ALL JOINTS NEATLY AND ACCURATELY. PROPERLY PROTECT COMPLETED FINISH WORK. DIVISION 7 - THERMAL AND MOISTURE PROTECTION (REFER TO DRAWINGS FOR EXTENT OF ANY INCIDENTAL WORK REQUIRED) 7.01 ROOFING A. ROOF PENETRATIONS AS REQUIRED, PERFORMED BY LANDLORD'S APPROVED ROOFER AS PART OF THE LANDLORD'S GENERAL CONTRACTOR'S CONSTRUCTION REQUIREMENTS WHEN APPLICABLE B. STRUCTURALLY BRACE NEW OPENINGS AS REQUIRED, WITH EQUIPMENT CURBS AS SPECIFIED FOR MECHANICAL EQUIPMENT. ALL NEW ROOFING AND RELATED ACCESSORIES SHALL BE BY THE SAME MANUFACTURER, AND OF THE SAME TYPE AND SPECIFICATION AS THE ORIGINAL ROOF. PERFORM ALL ROOFING WORK BY INDIVIDUALS CERTIFIED BY THE ROOFING MANUFACTURER FOR SAID INSTALLATION. IF THE LANDLORD REQUIRES, THE ROOFING CONTRACTOR SHALL PROVIDE CERTIFICATION AFTER THE WORK IS COMPLETED THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 7.02 WATERPROOFING A. PROVIDE DEX -O -TEX BARRIER GUARD OR EQUAL 56 MIL MINIMUM THICKNESS WATERPROOF MEMBRANE UNDER ALL BATHROOM FLOORING INSTALLATIONS AND EXTEND UP SURROUNDING WALLS WITH A MINIMUM 6" HEIGHT. PROVIDE MANUFACTURER'S STANDARD 1 YEAR PRODUCT WARRANTY. DIVISION 8 - DOORS AND WINDOWS 8.01 STOREFRONT CLOSURE REFER TO DRAWINGS FOR COMPLETE SPECIFICATIONS A. SUBMITTALS: INCLUDE FABRICATION METHODS, FINISHING, HARDWARE, ACCESSORIES, AND INSTALLATION RECOMMENDATIONS. B. STOREFRONT HARDWARE TO INCLUDE THE FOLLOWING: 1. PROVIDE MANUFACTURER'S ANCHORAGE AND FASTENERS CONCEALED EXCEPT AS OTHERWISE REQUIRED. FINISH HEAD OR EXPOSED FASTENERS TO MATCH ADJACENT METAL FINISHES. 2. PROVIDE HEAVY -DUTY HARDWARE UNITS; METAL AND FINISH FOR EXPOSED PARTS TO MATCH FINISH OF EXPOSED FITTINGS. 3. PROVIDE EMERGENCY /PANIC HARDWARE IF REQUIRED BY CODE. C. PROVIDE SHOP DRAWINGS TO INCLUDE ELEVATIONS, HARDWARE MOUNTING HEIGHTS, DETAIL SECTIONS OF FITTINGS, ANCHORAGE, REINFORCEMENTS. D. IT SHALL BE THE GENERAL CONTRACTOR RESPONSIBILITY TO FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION. 8.02 DOORS, TRIM AND FRAME A. DOORS, TRIM, AND FRAME (SEE DOOR SCHEDULE ELSEWHERE ON DRAWINGS FOR DOOR AND FRAME TYPES) 1. FINISH NOTED ON DOOR SCHEDULE OCCURS ON BOTH SIDES OF DOOR AND FRAME UNLESS OTHERWISE NOTED. 2. UNLESS SHOWN OTHERWISE, DOOR LOCATIONS NOT DIMENSIONED SHALL BE LOCATED 3" FROM FINISHED WALL CORNER TO EDGE OF DOOR. 3. ALL WOOD DOORS SHALL BE PAINT GRADE BIRCH UNLESS OTHERWISE NOTED. 4. ALL INTERIOR DOORS SHALL BE THICKNESS AS SHOWN ON DRAWINGS. 5. ALL INTERIOR DOORS WITH FIRE RATING SHALL HAVE LABEL ATTACHED TO DOOR EDGE. 6. EXIT OR EXTERIOR SURFACE DOOR, WHERE REQUIRED TO BE PROVIDED BY GENERAL CONTRACTOR, SHALL BE 1 3/4" THICK FLUSH METAL DOOR IN METAL FRAME. 7. ALL WOOD TRIM SHALL BE "CUSTOM" GRADE SOFTWOOD AS DEFINED BY A.W.I. UNLESS OTHERWISE NOTED. 8. ALL HOLLOW METAL FRAMES SHALL BE KNOCK -DOWN TYPE. 9. ACCESS DOORS IN GYPSUM BOARD CEILINGS SHALL BE AS MANUFACTURED BY ACUDOR OR EQUAL AND SHALL BE METAL CONCEALED TYPE FULLY TAPED -IN AND PAINTED TO MATCH THE ADJACENT SURFACE. DOORS SHALL BE FIRE -RATED WHERE REQUIRED. B. INSTALL DOORS AND HARDWARE SO DOORS SWING QUIETLY AND FREELY ON THEIR HINGES, AND CLOSE ACCURATELY AGAINST STOPS WITHOUT BINDING. LATCH BOLTS MUST ENGAGE POSITIVELY WITH STRIKES WHEN DOORS ARE CLOSED. DOORS WITHOUT CLOSERS MUST REMAIN STATIONARY IN ANY POSITION WITHOUT INDEPENDENT MOTION. C. DOOR HARDWARE (SEE DOOR SCHEDULE ON DRAWING FOR HARDWARE GROUPS) 1. NO EXTRA COST WILL BE ALLOWED BECAUSE OF CHANGES OR CORRECTIONS NECESSARY FOR PROPER INSTALLATION OF HARDWARE OR FURNISHING NECESSARY HARDWARE. 2. CHECK DOOR THICKNESS, DETAILS OF TRIM, CLEARANCES FOR HINGES, STRIKES, CLOSERS, FASTENERS REQUIRED AND FIRE RATING REQUIREMENTS BEFORE COMMENCING WITH HARDWARE INSTALLATION. 3. PROVIDE PANIC HARDWARE WHERE REQUIRED ON ALL SERVICE EXIT DOORS IN ACCORDANCE WITH LOCAL CODES. 4. CONTRACTOR SUPPLIED HARDWARE TO INCLUDE ALL REQUIRED SCREWS, BOLTS, AND FASTENERS NECESSARY FOR INSTALLATION. 8.03 GLASS AND GLAZING A. COMPLY WITH FGMA "GLAZING MANUAL" AND "SEALANT MANUAL ". ALL GLAZING SHALL CONFORM TO THE FOLLOWING STANDARDS: 1. PRIME NON - PROCESSED GLASS: FS DD -G -451 2. HEAT - TREATED GLASS: FS DD -G -1403 3. CPSC SAFETY GLASS: 16 CFR 1201 4. ANSI SAFETY GLAZING: ANSI Z97.1 B. TEMPERED FLOAT GLASS SHALL BE GRADE B, STYLE 1, TYPE 1, QUAUTY Q3 CLASS 1, CLEAR IN THICKNESS INDICATED. C. ALL EXPOSED EDGES OF GLASS TO BE GROUND SMOOTH AND POLISHEI BEFORE TEMPERING. 1 /4" GAP BUTT JOINTS ARE TYPICAL UNLESS OTHERWI NOTED. D. ALL MIRROR GLASS SHALL BE 1/4" QUALITY Q2 CLEAR FLOAT GLASS; FU SILVER COATING, COPPER COATING, AND ORGANIC COATING. DIVISION 9 - FINISHES - REVIEWED FOR CODE COMPLIANCE APPPAVED MAR 0 9 2011 City of Tukwila BUILDING DIVISION 9.01 GYPSUM DRYWALL AND PARTITIONS A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, ETC. NECESSARY TO COMPLETE THE WORK OF THIS SECTION IN ACCORDANCE WITH THE DRAWINGS. THIS WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: 1. METAL STUD AND GYPSUM DRYWALL PARTITIONS, INCLUDING METAL FURRING AND METAL FRAMING. 2. METAL FURRING AND GYPSUM DRYWALL CEILINGS AND ENCLOSURES FOR PIPES, DUCTS AND CONDUITS. 3. CORNER BEADS, CASING BEADS, FASTENERS, AND RELATED ITEMS FOR GYPSUM BOARD WORK. 4. TAPING, SPACKLING AND SEALANT FOR JOINTS IN GYPSUM BOARD. 5. INSTALL GYPSUM BOARD IN ALL RATED ASSEMBLIES WITH CORRECT ORIENTATION AS INDICATED IN DETAILS. 6. USE MOISTURE RESISTANT GYPSUM BOARD TO HEIGHT OF 4' IN ALL BATHROOMS, AROUND ALL MOP SINKS, EXTERIOR EXPOSURES, AND OTHER LOCATIONS SUSCEPTIBLE TO MOISTURE. B. SOFFIT AND STOREFRONT FRAMING SHALL BE SELF - SUPPORTING, CONSTRUCTED OF STRUCTURAL METAL STUDS AND DIAGONALLY BRACED AS INDICATED ON DRAWINGS. C. METAL STUDS SHALL BE PLACED 16" O.C. UNLESS OTHERWISE NOTED. WOOD STUDS SHALL BE USED ONLY FOR MINOR, MISCELLANEOUS BLOCKING OR AS SHOWN ON DRAWINGS AND SHALL BE FIRE - RETARDANT TREATED LUMBER. D. METAL STUDS AND TRACKS: COLD ROLLED FORMED CHANNELS OF NOT LESS THAN 22 GAUGE GALVANIZED STEEL, OF STANDARD WIDTHS AS INDICATED WITH HOLES FOR ELECTRICAL CONDUIT. METAL STUDS INDICATED AS "STRUCTURAL" SHALL CONFORM TO SIZE /GAUGE AS SPECIFIED IN DETAILS AND SECTIONS. E. FASTENERS: SELF - DRILLING, SELF - TAPPING SCREWS OF CADMIUM - PLATED STEEL. 1 1/8" FOR SINGLE PLY, 2" FOR DOUBLE PLY GYPSUM BOARD. F. HANGER WIRE: 8 GAUGE GALVANIZED AND 16 GAUGE GALVANIZED TIE WIRE OR U.S.G. CLIP ANCHORAGE, OR EQUAL. G. GYPSUM WALLBOARD: AS MANUFACTURED BY U.S. GYPSUM, BESTWALL GYPSUM CO. OR NATIONAL GYPSUM CO. WALL BOARD SHALL HAVE TAPERED EDGES AND SHALL BE 5/8" THICK. USE MAXIMUM LENGTHS OF WALLBOARDS TO MINIMIZE NUMBER OF JOINTS. TYPES OF WALLBOARD INCLUDE U.S.G. WR GYPSUM BOARD AND U.S.G. FIRECODE "X" GYPSUM BOARD, 5/8" THICK. ' • H. CASING AND CORNER BEADS: STANDARD GALVANIZED BEADS OF TYPES RECOMMENDED BY THE WALLBOARD MANUFACTURER. (USG #200 -A AND "DURABEAD" OR EQUAL) I. JOINT COMPOUND AND TAPE: AS RECOMMENDED BY WALLBOARD MANUFACTURER. J. LAMINATING ADHESIVES: AS RECOMMENDED BY WALLBOARD MANUFACTURER. K. ACOUSTIC SEALANT: TREMCO MANUFACTURING CO. L. COORDINATE METAL STUD LAYOUT WITH OTHER TRADES. M. WALLBOARD INSTALLATION, ACCESSORIES AND TAPING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. INSTALL SEALANT AROUND ALL PERIMETERS. N. PROVIDE METAL STUD BLOCKING BEHIND ALL SIGNS, FIXTURES, ETC. WHERE INDICATED OR AS REQUIRED. O. WORKMANSHIP 1. ALL WORK SHALL BE SKILLFULLY FRAMED, BRACKETED, ANCHORED, AND SECURED IN THE BEST AND STRONGEST MANNER, TRUE AND PLUMB, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND NOT LESS THAN REQUIRED BY CODE. 2. GYPSUM PANEL SURFACES SHALL BE ISOLATED WITH CONTROL JOINTS (USG #093 OR EQUAL) WHEREVER: a. PARTITION ABUTS A STRUCTURAL ELEMENT (EXCEPT FLOOR). b. PARTITION RUN EXCEEDS 30 LINEAR FEET. 9.02 VCT FLOORING AND COVE BASE - A. LAY VINYL TILE IN ALL FOUR DIRECTIONS FROM CENTER, TO FINISH UNIFORMLY AT WALLS, EDGES SHALL BE ONE -HALF MATERIAL WIDTH OR GREATER. LAY TILE AS DIRECTED BY MANUFACTURER'S DETAILS AND AS INDICATED WITHIN THIS SET OF DOCUMENTS. B. PROFESSIONALLY CLEAN AND PROTECT FLOORING AFTER LAYING TO PROVIDE A CLEAN, UNMARRED, STAIN FREE FINISH FLOOR AT COMPLETION OF ALL WORK. C. FLOOR LEVELER (IF REQUIRED): TO 1/8" TOLERANCE IN 12' -0" WIDTH "LEV- L- ASTIC" COMPOUNDING MANUFACTURED BY CGM BUILDING PRODUCTS. G.C. TO VERIFY PRIOR TO CONSTRUCTION START. D. ADHESIVES: PRODUCTS RECOMMENDED BY THE MANUFACTURERS OF THE FLOORING. E. PROVIDE EDGE /TRANSITION WHERE THE FLOORING MEETS A DIFFERENT FLOOR FINISH, COLOR AS INDICATED ON THE DRAWINGS. 9.03 CEILING A. PROVIDE SUSPENDED CEILING SYSTEM WHEN INDICATED ON DRAWINGS AS HEREAFTER SPECIFIED. B. ACOUSTICAL TILE: 24" X 48" OR 24" X 24" X 5/8" THICK HEAVY DENSITY CLASS "A" NON - COMBUSTIBLE MINERAL FIBER PRODUCT FOR LAY -IN CEILING CONSTRUCTION, PATTERN AS DESCRIBED ON THE DRAWINGS. INSTALL ALL TILES FREE OF CHIPS AND SCRATCHES. - SEE FINISH SCHEDULE. C. ACOUSTICAL GRID SYSTEM: AS NOTED ON FINISH SCHEDULE AND SHALL CONFORM TO REQUIREMENTS OF THE STANDARD HEAVY DUTY (SINGLE TEE) STRUCTURAL CLASSIFICATION ESTABLISHED BY THE ACOUSTICAL MATERIALS ASSOCIATION. ALL EXPOSED SURFACES SHALL RECEIVE A STANDARD BAKED ENAMEL FINISH TO MATCH FINISH SCHEDULE ON THE DRAWINGS. D. FIRE -RATED CEILING: WHERE REQUIRED BY THE DRAWINGS OR WHERE REQUIRED TO CONFORM TO FIRE RATING REGULATIONS OF THE LOCAL BUILDING AUTHORITY, PROVIDE HOLD DOWN CLIPS FOR CEILING TILE OR ANY OTHER ACCESSORIES REQUIRED FOR A COMPLETE FIRE -RATED INSTALLATION. E. INSTALLATION OF CEILING SHALL BE THE PATTERN INDICATED ON THE REFLECTED CEILING PLAN AND SHALL COORDINATE WITH MECHANICAL, ELECTRICAL AND SPRINKLER SYSTEM REQUIREMENTS. F. HANG ALL SUPPORTED ITEMS WITH WIRES OF SIZE AND SPACING TO SUPPORT THE CEILING SYSTEM AND ALL OTHER WORK. IN NO CASE SHALL HANGER WIRES BE MORE THAN 4' -0" O.C. DO NOT SUSPEND WIRES FROM DUCTWORK, SPRINKLER, OR OTHER PIPING, OR METAL DECK ABOVE. ANCHOR SECURELY TO STRUCTURE ABOVE. USE "TRAPEZE' SUPPORTS ANCHORED TO STRUCTURE ABOVE, TO SUPPORT HANGER WIRES BELOW LARGE DUCTWORK, ETC. WHERE ELECTRICAL FIXTURES ARE SHOWN TO BE SUPPORTED BY A POWER TRACK, THE TRACK SHALL BE SUPPORTED BY 1 /4" ROUND RODS. THE CEILING INSTALLER SHALL INSTALL FOUR (4) HANGER WIRES (ONE IN EACH CORNER) AT EACH FLUORESCENT FIXTURE, AS LOCATED ON THE REFLECTED CEILING PLAN. 9.04 CERAMIC TILE A. SECTION REQUIREMENTS 1. SUBMIT PRODUCT DATA AND MATERIAL SAMPLES. 2. FOR TILE INSTALLED ON WALKWAY SURFACES, PROVIDE PRODUCTS WITH STATIC COEFFICIENTS OF FRICTION OF MINIMUM 0.6 FOR LEVEL SURFACES AND STEP TREADS, AND OF OF MINIMUM 0.8 FOR RAMP SURFACES, AS DETERMINED BY TESTING IDENTICAL PRODUCTS PER ASTM C 1028. B. CERAMIC TILE PRODUCTS 1. CERAMIC TILE THAT COMPLIES WITH STANDARD GRADE REQUIREMENTS OF ANSI A137.1, "SPECIFICATIONS FOR CERAMIC TILE." 2. TILE TRIM UNITS THAT MATCH CHARACTERISTICS OF ADJOINING FLAT TILE. 3. TILES MOUNTED, BY MANUFACTURER'S STANDARD METHOD, INTO SHEETS, UNLESS OTHERWISE SPECIFIED, AND GROUTED WITH SILICONE RUBBER GROUT COMPLYING WITH ANSI Al 18.6, WHERE INDICATED. C. CERAMIC TILE - SETTING AND - GROUTING MATERIALS 1. MATERIALS COMPLYING WITH ANSI STANDARDS. D. ACCESSORIES 1. SETTING -BED ACCESSORIES COMPLYING WITH ANSI Al 08.1A AND AS FOLLOWS: a. CLEAVAGE MEMBRANE: ASPHALT FELT, ASTM D 226, TYPE I (NO. 15) OR POLYETHYLENE SHEETING ASTM D 4397, 4.0 MILS (0.1 MM) THICK. b. REINFORCING WIRE FABRIC: GALVANIZED, WELDED WIRE FABRIC, 2 BY 2 INCHES (50.8 BY 50.8 MM) BY 0.062 -INCH (1.57 -MM) DIAMETER; COMPLY WITH ASTM A 185 AND ASTM A 82, EXCEPT FOR MINIMUM WIRE SIZE. E. INSTALLATION 1. COMPLY WITH PARTS OF ANSI A108 SERIES OF TILE INSTALLATION STANDARDS IN "SPECIFICATIONS FOR INSTALLATION OF CERAMIC TILE" THAT APPLY TO TYPES OF SETTING AND GROUTING MATERIALS AND TO METHODS INDICATED. 2. COMPLY WITH TCA'S "HANDBOOK FOR CERAMIC TILE INSTALLATION." 3. AT WET LOCATIONS, AND WHERE INDICATED, PROVIDE CEMENTITIOUS BACKER BOARD AND TREAT JOINTS TO COMPLY WITH ANSI A108.11. 4. LAY TILE IN GRID PATTERN, UNLESS OTHERWISE INDICATED. ALIGN JOINTS WHERE ADJOINING TILES ON FLOOR, BASE, WALLS, AND TRIM ARE THE SAME SIZE. 5. PERFORM CUTTING AND DRILLING OF TILE WITHOUT MARRING VISIBLE SURFACES. CAREFULLY GRIND CUT CUT EDGES OF TILE ABUTTING TRIM, FINISH, OR BUILT -IN ITEMS FOR STRAIGHT ALIGNED JOINTS. FIT TILE CLOSELY TO ELECTRICAL OUTLETS, PIPING, FIXTURES, AND OTHER PENETRATIONS. 9.05 PAINTING AND WALL COVERING A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND OPERATIONS NECESSARY TO COMPLETE THE WORK OF THIS SECTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THIS WORK INCLUDES, BUT IS NOT LIMITED TO, THE FOLLOWING: 1. PRIMING UNPRIMED SURFACES TO BE PAINTED UNDER THIS SECTION. 2. PAINTING GYPSUM BOARD THAT WILL BE EXPOSED TO VIEW, EXCEPT WHERE OTHER FINISHES ARE REQUIRED. 3. FINISHING WOOD THAT WILL BE EXPOSED TO VIEW. 4. FINISH PAINTING OF SHOP PRIMED FERROUS METALS, SUCH AS HOLLOW METAL DOORS AND FRAMES, DOOR BUTTS AND MISCELLANEOUS FERROUS METALS. 5. PAINTING EXPOSED PIPES, CONDUIT AND OTHER MECHANICAL AND ELECTRICAL WORK IN ALL VISIBLE LOCATIONS, EXCEPT FACTORY FINISHED SURFACES. 6. INCIDENTAL PAINTING AND TOUCHING UP AS REQUIRED TO PRODUCE PROPER FINISH FOR ALL PAINTED SURFACES, INCLUDING FACTORY PAINTED ITEMS. B. APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, REGARDING APPLICATION OF MATERIAL AND PREPARATION OF SURFACES. C. PUT SUBSTRATE SURFACES IN PROPER CONDITION BY CLEANING, SANDING AND PUTTYING. PAINTING CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF UNSUITABLE SUBSTRATE, OR ASSUME THE RESPONSIBILITY FOR CORRECTING ANY UNSATISFACTORY FINISHES RESULTING. DO NOT LEAVE RUNS, DRIPS, ETC. SAND BETWEEN ALL COATS OF PAINT ON WOODWORK. D. PAINTS: COMMERCIAL GRADE, AS INDICATED ON THE FINISH SCHEDULE. *APPLY ADDITIONAL TOPCOATS BEYOND THE MINIMUM SPECIFIED BELOW AS REQUIRED TO PROVIDE ADEQUATE EVEN AND UNIFORM COVERAGE.* E. SCHEDULE: FERROUS METAL FIRST COAT: ENAMEL LATEX PRIMER SECOND COAT: ENAMEL LATEX THIRD COAT: ENAMEL LATEX EXPOSED GYP. BD. FIRST COAT: LATEX PRIMER SECOND COAT: LATEX UNLESS NOTED OTHER E THIRD COAT: LATEX UNLESS NOTED OTHERWISE WOOD TRIM FIRST COAT: INTERIOR TRIM PRIMER SECOND COAT: ENAMEL LATEX UNLESS NOTED OTHERWISE THIRD COAT: ENAMEL LATEX UNLESS NOTED OTHERWISE 093 F. WORK SHALL BE DONE BY SKILLED MECHANICS IN WORKMANLIKE MANNER, UNDER FAVORABLE CONDITIONS. MIXING, THINNING AND APPLICATION OF MATERIALS SHALL BE DONE ACCORDING TO MANUFACTURER'S DIRECTIONS. TINTING AND MATCHING OF COLORS TO THE SATISFACTION OF OWNER. PAINT SHALL BE THOROUGHLY MIXED BY STIRRING AND BOXING WHICH SHALL BE APPLIED EVENLY AND WITHOUT DEFECTS. G. AFTER COMPLETION OF WORK, CONTRACTOR AND OWNER SHALL MAKE DETAILED INSPECTION OF WORK. REFINISH ALL DISFIGURED PORTIONS TO PRODUCE AN ACCEPTABLE LIKE NEW FINISH. REMOVE ALL SPATTERING OF PAINT FROM ADJOINING WORK. DIVISION 10 - DIVISION 11 - DIVISION 12 - DIVISION 13 DIVISION 14 SPECIALTIES - NONE EQUIPMENT - NONE FURNISHINGS - NONE - SPECIAL CONDITIONS - NONE - CONVEYING SYSTEMS - NONE RECEIVED FEB 1 12011 PERMIT CENTER DIVISION 15 - MECHANICAL SYSTEMS - SEE MECHANICAL SHEETS (WHERE APPLICABLE) DIVISION 16 - ELECTRICAL SYSTEMS - SEE ELECTRICAL SHEETS (WHERE APPLICABLE) 20 MIN SPECIFICATIONS Frtj U N O '7 '7 NI' - o N C4 Nt M M W • J O ? =<N °-V 1 Q w LL 1-- PROJECT TEAM: Architect: Epoch Design Group, Inc 1155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: Randall A. Nelson, P.E. 14817 West 95th Street Lenexa, KS 66215 TEL 913.322.5150 FAX: 913.322.5155 COPYRIGHT'DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OP EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT LS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT I5 FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS-BUILT CONDITIONS. THE REOPENT RETMJNS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO TTE SUTABIUTY OF THE DOCUMENT FOR THE RECIPIENT'S MENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WANE AND TO INDEMNFY AND DEFEND ANY AND ALL CW MS AGANST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTTTES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOOIMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED N CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: 7;_ D REGISTERED P CHITECT OF ASHIHGTON PROJECT TITLE: w < O M Z - N`r v 0a) F_ 5zA H O s lJ Z Nj W to H" a Uj N 9 too W ~ 0 N t- (1) O W w cn2 No.L Revision Description Date SHEET TITLE: SPECIFICATIONS PROJECT NO.: SHEET NUMBER: 10313 DRAWN BY: C2.0 VEK ISSUE DATE: 01/26/11 EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED - SEE ELECTRICAL DRAWINGS FOR NEW WORK REQUIRED REMOVE EXISTING TOILET ROOM IN ITS ENTIRETY INCLUDING PLUMBING FIXTURES, ACCESSORIES, WALL FINISHES, CEILING, DOOR AND RELATED ITEMS, ETC. - CAP OFF EXIST. PLUMBING LINES ABOVE /BELOW SLAB - PATCH FLOOR SLAB SMOOTH AND LEVEL TO MATCH EXIST. SEE SHEET A1.0 & PLUMBING SHEETS FOR NEW WORK REQUIRED EXISTING CORRIDOR PARTITION (SHOWN HATCHED) - SEE SHEET A1.0 FOR NEW WORK REQUIRED EXIST. DOOR AND FRAME TO REMAIN - SEE SHEET A1.0 FOR NEW WORK REQUIRED EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED - SEE ELECTRICAL DRAWINGS FOR NEW WORK REQUIRED REMOVE EXIST. VCT AND RELATED MATERIALS TO CLEAN SLAB - SEE FLOOR PLAN FOR MORE INFORMATION D EXISTING DEMISING PARTITION (SHOWN HATCHED) - SEE SHEET A1.0 FOR NEW WORK REQUIRED 52' -2" 20'-2%" 19' -43/4 " 1 11 N aea_ NaL VOL era 23' -0" 1' -9" 21' -13/4 " Nwzam REMOVE EXIST. TILE AND RELATED MATERIALS TO CLEAN SLAB - SEE FLOOR PLAN FOR MORE INFORMATION DASHED LINES INDICATES WALLS, FIXTURES, DOORS AND OTHER RELATED ITEMS TO BE DEMOLISHED - TY P. REMOVE EXIST. LAMINATE FLOORING, CARPET AND RELATED MATERIALS TO CLEAN SLAB - SEE FLOOR.PLAN FOR MORE INFORMATION EXISTING DEMISING PARTITION (SHOWN HATCHED) - SEE SHEET A1.0 FOR NEW WORK REQUIRED E `C\ �. \ \._�.'. \oz.\ \� c EXISTING STRUCTURAL COLUMN & ENCLOSURE TO REMAIN - PATCH /REPAIR GYP. BD. AS REQUIRED - PROTECT FROM DAMAGE DURING CONSTRUCTION - TYP. REMOVE EXIST. STOREFRONT AND RELATED CONSTRUCTION INCLUDING ROLLING GRILLE, SOFFIT, FRAMING, ETC. LEASE LINE - VERIFY LOCATION PRIOR TO START OF WORK - CRITICAL - REVIEWED FOR-- CODE COMPLIANCE APPRfVED MAR 0 9 2011 City of Tukwila BUILDING DIVISION DASHED LINE INDICATES APPROXIMATE LOCATION OR EXISTING LANDLORD SOFFIT ABOVE TO BE REMOVED FOR LANDLORD REQUIRED STOREFRONT HEIGHT OF 15' -6 ". G.C. MUST COORDINATE EXTENT OF DEMOLITION WITH MALL OPERATIONS PRIOR TO CONSTRUCTION � -o RECEIVED FEB 1 1 2011 PERMIT CENTER 15 EXISTING CONDITIONS PLAN SCALE: 1 /4" = 11 -0" 1. HEIGHT OF SPACE FROM FLOOR SLAB TO DECK ABOVE IS 17' -4 "± HEIGHT OF SPACE FROM FLOOR SLAB TO STRUCTURE ABOVE IS 16' -0 "± 2. G.C. TO FIELD VERIFY - NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS W/ PROPOSED CONSTRUCTION PRIOR TO NEW CONSTRUCTION 3. REMOVE ANY EXIST. FIXTURES, INCLUDING WALL CABINETS, SERVICE ISLANDS AND FLOOR FIXTURES 4. REMOVE ALL EXIST. FLOORING MATERIALS DOWN TO CLEAN SLAB. FEATHER /PATCH SLAB AS REQUIRED TO ATTAIN SMOOTH /FLUSH FLOORING TRANSITIONS - GC TO PREP FLOOR FOR INSTALLATION OF NEW FLOORING - TYPICAL SALES AND STOCK 5. REMOVE ALL EXIST. CEILING FINISHES INCLUDING GYP. BD. SOFFITS, LAY -IN CEILINGS AND RELATED ITEMS. 6. G.C. TO PREP FLOOR FOR INSTALLATION OF NEW FLOORING - TYPICAL 7. G.C. TO VERIFY DIMENSIONS AND EXTENT OF DEMOLITION WORK - NOTIFY ARCHITECT WITH ANY DISCREPANCIES 8. EXIST. WALL CONSTRUCTION (SHOWN HATCHED) TO REMAIN 9. REMOVE GYP. BD. ON EXIST. WALLS AS REQ'D TO INSTALL BRACING FOR FIXTURES 1. THE EXTENT OF DEMOLITION IS AS SHOWN AND ALSO AS REQUIRED TO ALLOW FOR NEW WORK AS INDICATED WITHIN THESE DOCUMENTS. 2. TAKE CARE DURING DEMOLITION OPERATIONS TO ENSURE THAT ALL STRUCTURE REMAINING IS PROTECTED FROM DAMAGE. THE OWNER AND THE ARCHITECT ASSUME NO RESPONSIBILITY FOR THE ACTUAL CONDITION OF STRUCTURES TO BE DEMOLISHED. 3. ENSURE SAFE WORKING CONDITIONS FOR ALL PERSONS IN AND AROUND THE AREA OF DEMOLITION. CONDUCT ALL OPERATIONS IN SUCH A MANNER TO PREVENT DAMAGE OR INJURY TO ADJACENT TENANT SPACES, BUILDINGS, STRUCTURES, OTHER FACILITIES AND PERSONS. 4. REFER TO THE GENERAL NOTES ON THE COVER SHEET C1.0 FOR CONSTRUCTION BARRICADE REQUIREMENTS. 5. PROVIDE SHORING, BRACING AND OTHER SUPPORT TO PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF THE STRUCTURE TO BE DEMOLISHED AND TO PROTECT ANY ADJACENT CONSTRUCTION THAT IS TO REMAIN. 6. COMPLY WITH ALL LANDLORD'S CONSTRUCTION REQUIREMENTS DURING DEMOLITION OPERATIONS. 7. REPAIR TO ANY AND ALL DAMAGE THAT MAY OCCUR TO ADJACENT CONSTRUCTION BY DEMOLITION OPERATIONS IS TO BE PERFORMED PROMPTLY AND AT THE GENERAL CONTRACTOR'S SOLE EXPENSE. 8. ALL EXISTING UTILITIES INDICATED TO REMAIN SHALL BE KEPT IN SERVICE AND PROTECTED FROM DAMAGE DURING DEMOLITION. 9. DISCONNECT ANY UTILITIES SERVING CONSTRUCTION OR EQUIPMENT THAT IS TO BE DEMOLISHED PRIOR TO THE START OF THE WORK (COORDINATE W/ LANDLORD'S DESIGNATED REPRESENTATIVE). 10. ON A DAILY BASIS AND AT THE COMPLETION OF DEMOLITION OPERATIONS, THE SPACE SHALL BE CLEARED OF ALL DIRT AND DEBRIS, THEREBY RETURNING THE SPACE AND ADJACENT AREAS TO CLEAN AND SAFE WORKING CONDITIONS. 11. ALL ITEMS NOTED TO BE REMOVED SHALL BE DISPOSED OFF -SITE IN ACCORDANCE WITH THE LANDLORD'S DESIGNATED REPRESENTATIVE APPROVAL AND LOCAL GOVERNING REGULATIONS. 12. COORDINATE AND PAY FOR ALL FEES AND SERVICES ASSOCIATED WITH THE HAULING AND DISPOSAL OF CONSTRUCTION DEBRIS. 13. REFER TO THE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL DEMOLITION INFORMATION. 14. THE G.C. SHALL CHANNEL CUT PORTIONS OF THE EXIST. SLAB FOR INSTALLATION OF NEW PLUMBING, ELECTRICAL AND COMMUNICATIONS SYSTEMS - REVIEW ARCHITECTURAL AND ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. VERIFY WITH LANDLORD REPRESENTATIVE. 15. THE G.C. SHALL COVER ANY EXIST. LANDLORD OR TENANT HVAC SYSTEM RETURN AIR INLETS OR TRANSFER OPENINGS FOR THE DURATION OF DEMOLITION AND CONSTRUCTION OPERATIONS, UNLESS OTHERWISE DIRECTED BY LANDLORD'S REPRESENTATIVE OR LOCAL AUTHORITY. 16. DO NOT ABANDON ANY EXIST. UTILITIES OR EQUIPMENT THAT IS NOT TO BE RE -USED; REMOVE SUCH UTILITIES OR EQUIPMENT BACK TO THE SOURCE. 20 SCALE: - 19 SCALE: - 18 NOTES 17 GENERAL DEMOLITION NOTES U O P-4 cp PROJECT TEAM: Architect: Epoch Design Group, Inc 1155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 Tfl, 314.721.1340 FAX 314.721.0344 M. E. P. & F.P. Engineer: Randall A. Nelson, P.E. 14817 West 95th Street Lenexa, KS 66215 TEb 913.322.5150 FAXI 91 3.322.5155 COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE THE RECIPIENT OF THIS DOCUMENT'S HEREBY ADVISED THAT IT'S RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDTIONS TFE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT 15 FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS-BUILT CONDITIONS THE RECIPENT RETAJNS THE OBUOATION TO VERFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK EPOO1 DESIGN GROUP MAKES NO WARRANTY AS TO THE SUTANUTY OF THE DOCUMENT FOR THE RECIPIENTS INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WANE AND TO INDEMNFY AND DEFEND ANY AND ALL CLAIMS AGANST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENIIHES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED N CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL REGISTERED A • AITECT PROJECT TITLE: Q w ca Ow Z2 =w H� n N�� No.O Revision Description Date SHEET TITLE: EXISTING CONDITIONS P LAN PROJECT NO.: SHEET NUMBER: 10313 DRAWN BY: D VEK ISSUE DATE: 01/26/11 .0 W H U H FercIAAU F. 11 A711 PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX, 314.721.0344 M. E. P. & F.P. Engineer: Randall A. Nelson, P.E. 14817 West 95th Street Lenexa, KS 66215 TE1, 913.322.51 S0 FAX: 913.322.5155 COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF 1111S DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS. THE DOCUMENT I5 TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENTS INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENDUES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: j ECISTERED ARCHITECT TIC OF WASHINGTON PROJECT TITLE: No.L Revision Description Date SHEET TITLE: FLOOR PLAN & DOOR SCHEDULE PROJECT NO.: SHEET NUMBER: 10313 DRAWN BY: Ai VEK ISSUE DATE: 01/26/11 .o NEW METAL STUD DEMISING PARTITION BY TENANT G.C. TO INSTALL NEW 5/8" TYPE 'X' TOILET ROOM GYP. BD. EACH SIDE TO STRUCTURE ABOVE TO PROVIDE RATED TENANT SEPARATION WALLS: (PT2) ABOVE WAINSCOT FLOOR: (SV1) 7' -61: L: 12' -73/2' 21' -13/4' V.I.F. 2' -2" 6' -10Y2" EXIST. DEMISING PARTITION 1 0 G.C. TO PATCH /REPAIR GYP. BD. AT TENANT SIDE AS REQUIRED TO MAINTAIN TENANT RATING SEPARATION • 4.0 , \ • 5.0 `� ; M • 5.0 OUTLINE OF FIXTURES • 5.0 ' =a a<- -- .gar_ _.r (SHOWN DASHED) - TYP. / I .,..z = - \ - -._ 1 ::M �� _' == r �;■=- ar- -- _r< « -- a « < - - -- « < - -- : , a . WHITEFRP WAINSCOT PANELS ON ALL 4 SIDES OF TOILET ROOM �) III \I \ ` gegiillb. L _, --J _. I = = __ ��; __ -- .I Iii ��� �l TGN- iii = s rn CFO -- -- -- == - - -- ____ I _, -11 _ J —Ij I -_ I - ► 4 —1 1 4 4 / C I '_6 1 - • 5.0 —1 i • 5.O - - -___J ____ � • 5.0 AT 4' -0" A.F.F. - TYP. G.C. TO PROVIDE AND INSTALL WATERPROOF MEMBRANE UNDER FLOORING AND 6" MIN. UP WALLS UNLESS ALREADY EXIST. r 18 3„X, " EA_ • - - -I— I 1 _ —� — I • 5.0 FLOOR \ A ■ F� Ip!1 Il-I -I - - J 1 ,Q �' i -1 I 1 L r- -- I 1 9" - J I \ ^� I 1 - _- I I FIRE EXTINGUISHER W/ ® EXI ( i� NOTE: SEE ENLARGED HORIZONTAL STOREFRONT SECTIONS FOR & OTHER CRITICAL INFORMATION j-; — J �© • 5,0 .I I / - _ - ❑ ■ 2A10 -BC RATING (COMPLY � . 5.0 WITH BUILDING CODE, FIRE _ - -- / 1 L r 1 i r -'�I 1 i �- \ 20 _ I- SALES FLOOR _ / _ pati CODE & NFPA 10) BRACKET MOUNTED 48" A.F.F. `� F1.O �— i / / I -J -� i _-1 -11- i1 -� ii F� .O ' ®' @ ELECTRICAL EQUIPMENT - SEE ELECTRICAL DRAWINGS FOR WORK \ WALLS: SEE ELEVATIONS FLOOR: (Ti) BASE: (WB1) U.N.O. ��� ��� 5.0 1 v 711 • 3.0 , REQUIRED I. u > ® — -- -- 1 1 - i 1 Lk 5.0 ���4 ���� I / STOCK ROOM p;: , - -- - — - I 1-- 1 �- 1 _ r - 1 1 1 1 1 L i— i WALLS: (PT2) U.N.O. (VCT1) BASE: (V62) ki�: !$1'.N.N__FLOOR: LEASE LINE LLLLLLLILLLI� r, L — -1 - _ - -. I .0 11 I 11 I EXIST. CORRIDOR PARTITION G.C. TO PATCH /REPAIR GYP. BD. AT TENANT SIDE AS REQUIRED TO MAINTAIN RATING I - I1 - _ IIIIF1 _ 1 I 1 1 1 1— _ _ 1 4 11 I -- I i I ITENANT —a - - _ _ - ■ - \ .- ._ -- ��� !�. - _- - -- \Z�� _- __----- _-- \ \�� \t _- _- _- -_• - -_ \ ••--- •= \�:1�a \\ _- _r•-----= a- - - -__• \ \:`��... \ \` \ \�:: — — SEPARATION ` �� \ \�� \\ \ \ \\ \ \� \\ \ \t \ \ \t \���� \t��� \ \� \ \\ \ \ . — PAINT BACK WALL (PT1) EXIST. DEMISING PARTITION �..� 4cS\ G.C. TO PATCH /REPAIR GYP. BD. AT TENANT SIDE AS REQUIRED TO MAINTAIN TENANT RATING SEPARATION 1 () 10 FLOOR PLAN SCALE: 1 /4" = 1' -0" INTERIOR DOOR HARDWARE GROUP 1 - EACH TO RECEIVE: (STOREFRONT) NOTES: 1. THE EXIT DOORS AND /OR ROLL DOWN GRILLES SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF ANY SPECIAL KNOWLEDGE OR EFFORT WHEN THE SPACE IS OCCUPIED. MANUAL GRILLES SHALL HAVE ONE CENTER MOUNTED THUMB THROW LOCK. 2. WHEN TWO OR MORE EXITS ARE REQ'D, NOT MORE THAN 1 /2 OF THE EXITS MAY BE EQUIPPED WITH HORIZONTAL SLIDING OR VERTICAL ROLL DOWN GRILLES OR DOORS. 3. ALL HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE BETWEEN 36" AND 44" A.F.F. TO CENTERLINE OF HANDLE AND SHALL BE OPERATED WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE WITHOUT MEANS OF TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. 4. DOOR LEADING TO UNISEX TOILET ROOMS (WHERE APPLICABLE) SHALL BE IDENTIFIED WITH A 12" DIAMETER CIRCLE WITH A TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER. APPROPRIATE SIGN /SYMBOL SHALL BE MOUNTED ON THE WALL, ON THE LATCH SIDE OF THE DOOR AT 60" A.F.F. AND NO MORE THAN 8" FROM THE EDGE OF THE DOOR TO THE EDGE OF THE SIGN. REVIEWED FOR _ CODE COMPLIANCE APf++ W�AVFD MAR 0 9 2 C�tVof Tukwila BUILDING DIVISION FURNISH ALL FINISH HARDWARE AS REQUIRED BUT NOT LIMITED TO BUTTS, LOCKSETS, CLOSURES, STOPS, THRESHOLDS, SILENCERS, WEATHER- STRIPPING, CYLINDERS MASTER- KEYED, PUSHERS, PULLS, KICK PLATES, ETC. SEE HARDWARE GROUPS. FOR FIRE -RATED OPENINGS PROVIDE UL TESTED AND LISTED HARDWARE (NFPA STANDARD 80). ALL HARDWARE SHALL COMPLY WITH ADA GUIDELINES. HARDWARE MOUNTING HEIGHTS: DOOR HARDWARE SHALL BE LOCATED WITHIN GUIDELINES AS PRESENTED BY THE DOOR AND HARDWARE INSTITUTE'S "RECOMMENDED LOCATIONS FOR BUILDERS HARDWARE." MANUFACTURER'S REFERENCE LIST 1 EA. DR TOP DOOR STOP 1 EA. DR FLOOR PINS W/ DUSTPROOF RECESSED STRIKES AT OPEN AND CLOSED POSITIONS 2 SETS PIVOT HINGES 2 SETS DOOR PULLS BOTH SIDES OF DOOR 12" (CLEAR ANODIZED) "C" SHAPE KEY LOCKS AT BOTTOM RAIL OF DOOR W/ THUMBTURN ON INTERIOR W/ 7 PIN CORE. COORD. W/ THINGS REMEMBERED 1 EA. DURABLE SIGN ON OR ADJACENT TO THE DOOR W/ 1 INCH LETTERS ON A CONTRASTING BACKGROUND STATING "THESE DOORS MUST REMAIN OPENED DURING BUSINESS HOURS" AS EXISTING GROUP 2 - EACH TO RECEIVE: (TOILET ROOM) - IF NOT INDICATED S S r / / / ( \ ) / a o W H 5' = N h HINGES: HAGER, MCKINNEY, STANLEY (FULL MORTISE) NRP AT EXTERIOR DOORS. LOCKS: SARGENT, SCHLAGE; (LNA LEVER STYLE; 6 -PIN CYLINDER) CLOSERS: LCN, NORTON, YALE (COVERS TO MATCH) STOPS AND HOLDERS: IVES, GLYNN- JOHNSON PUSH /PULL /KICK /FLUSH BOLTS: ROCKWOOD, BALDWIN, IVES THRESHOLDS: NATIONAL GUARD, PREMCO, REESE, ZERO PANIC DEVICES: VON DUPRIN, SCHLAGE (PER CODE REQUIREMENTS) SEALS /WEATHER- STRIPPING: ZERO, REESE, PREMCO (WHERE REQUIRED) SIZE AND MOUNT UNITS TO COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR THE EXPOSURE CONDITION. REINFORCE THE SUBSTRATE AS RECOMMENDED. INSTALL EACH HARDWARE ITEM TO COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. KEYING: KEYING TO BE AS DIRECTED BY OWNER'S INSTRUCTION. PROVIDE KEYS IN QUANTITIES TO BE ESTABLISHED BY OWNER. ., 1 1 /2 PR. HINGES, 4 -1 /2" X 4 -1 /2" - HAGER BB1279 1 EA. PRIVACY LATCHSET - SARGENT , 8105 LNA 1 EA. FLOOR STOP -IVES A38, 26D GROUP 3 - EACH TO RECEIVE: (REAR DOOR) - IF NOT INDICATED AS EXISTING SEE DETAILS I SEE SCHEDULE dl Al B ' 1 EA. ALARM LOCK' SIRENLOCK MODEL #710 1 EA. PEEP HOLE AS MANUFACTURED BY IVES OR EQUAL. MOUNT AT 4' -6" A.F.F. (EXIST.) 1 EA. CLOSER, 4040 ALUM. - LCN (EXIST.) 1 1/2 PR. BUTTS, BB1279, 4-1/2" X 4-1/2", NRP - HAGER OR EQUAL (EXIST.) 1 EA. PULL HANDLE AT EXTERIOR SIDE OF DOOR NOTE: FINISH OF ALL EXPOSED HARDWARE TO MATCH BRUSHED ALUMINUM FINISH IN SALES DOOR TYPES DOOR NOTES SCALE: NTS DOOR FRAME HDWE GROUP SUP BY INST BY REMARKS NO. LOCATION DOOR SIZE MAT'L FINISH TYPE MAT'L FINISH DETAIL AREA. (2) 3' -0" X 10 " -0" 3' -0" X 6' -8" X 1 3/4" 3' -0" X 7' -0" X 1 3/4" (EXIST.) TEMP. GLASS H.C. WOOD (EXIST.) BRUSHED ALUMINUM PT2 SEE NOTE 4 Al B1 (EXIST.) N/A AND (EXIST.) N/A PT2 SEE NOTE 4 N/A 6 /A5.0 (EXIST.) 1 2 3 OWNER OWNER (EXIST.) G.C. OWNER (EXIST.) SEE NOTE 2 BELOW - PROVIDE 10" HIGH BOTTOM RAIL SEE NOTES 1, 2, & 4 BELOW SEE NOTES 1, 2 & 3 O STOREFRONT © TOILET ROOM © REAR EXIT (EXIST.) NOTES: 1. PAINT FOR DOOR AND FRAMES SHALL BE SEMI - GLOSS. . 2. ALL DOOR HARDWARE SHALL BE OPERABLE WITHOUT ANY SPECIAL KNOWLEDGE OR SKILL. 3. PAINT DOOR AND FRAME SURFACES ON TENANT SIDE PT2. PAINT EXTERIOR SURFACE TO MATCH LANDLORD STANDARD FINISH. RECEIVED 4. PROVIDE TOILET ROOM ACCESSIBLE SIGNAGE - SIGN TYPE SHALL BE RAISED BRAILLE, AND PICTORIAL SYMBOL SIGN 60" A.F.F. ON WALL ADJACENT LATCH SIDE OF DOOR. SEE DETAIL 9/A5.0. FEB 112011 PERMIT CENTER DOOR HARDWARE NOTES HARDWARE GROUPS DOOR SCHEDULE • W H U H FercIAAU F. 11 A711 PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX, 314.721.0344 M. E. P. & F.P. Engineer: Randall A. Nelson, P.E. 14817 West 95th Street Lenexa, KS 66215 TE1, 913.322.51 S0 FAX: 913.322.5155 COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF 1111S DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS. THE DOCUMENT I5 TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENTS INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENDUES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: j ECISTERED ARCHITECT TIC OF WASHINGTON PROJECT TITLE: No.L Revision Description Date SHEET TITLE: FLOOR PLAN & DOOR SCHEDULE PROJECT NO.: SHEET NUMBER: 10313 DRAWN BY: Ai VEK ISSUE DATE: 01/26/11 .o W H U H H o.• M r C N Nt C71 C Z= Ov L 1.21 ,W LL 1- PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX 314.721.0344 M. E. P. & F.P. Engineer: Randall A. Nelson, P.E. 14817 West 95th Street Lenexa, KS 66215 TELL 913.322.5150 FAX 913.322.5155 COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT 11 IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS, THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WANE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, RS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: REGISTERED ARCHITECT ALOYCR A HINGTON 1 PROJECT TITLE: W co M 0 co O w 0 N No.O Revision Description Date SHEET TITLE: REFLECTED CEILING PLAN & DETAILS PROJECT NO.: SHEET NUMBER: 10313 DRAWN BY: A2.0 VEK ISSUE DATE: 01/26/11 NOTES: 1. ALL LIGHT FIXTURES WITHIN CEILING TILES TO BE CENTERED -TYP. 2. PROVIDE SECURE BRACING FOR SUSPENDED CEILING ASSEMBLIES IN ACCORDANCE WITH DETAILS SHOWN. 3. PROVIDE MIN. 24" X 24" ACCESS PANELS FOR A COMPONEENTSLL EQUIPMENT AND 4. PROVIDE 18 METAL GA. BLOCKING IN CEILING FOR ATTACHMENT OF "LOOK LIGHT FIXTURES - TYP. CROWN MOLDING TRIM • DASHED LINES INDICATE UTLINES OF FIXTURES OAT FLOOR BELOW 20 I \ CEILING AT 10' 4.O (ACT1 ) -6" A.F.F. - SEE DETAIL 1 1 /A2.0 WALL MOUNTED LIGHT ENTERED OVER FIXTURE CENTERED .�� N.N. ��\1. ��N. �������■ ∎ NN �Nra ... .._. ^! _ kr.4.16.. R� _ N. �. N. • ����_ �s�sm r— I II 11 • i— — -- -- -- 1 1 - — = II -- - --� r 1 -- I — — Ra �I �`• i �. _ _ _ • _ II - II .r,._J• • ��� — _ �' III - III - 1 IIf .•11L. •- i, [- i1 1 : i;` • - • I' " '" " I • ' . :.:..,.. '( : • •'.' ••'. .'• ••• �• r^ • :.:• 1�' ' . • .. .. •.. • �' ' • • - NOTE: • • �: -p' SEE ENLARGED HORIZONTAL STOREFRONT SECTIONS FOR DIMENSIONS & OTHER CRITICAL INFORMATION. _ II I II 11 • • • -- - L Q .'' ✓ 10' -0" _ rr�_ 1" LAVATORY BELOW GYP. BD. CEILING AT 8' -0" A.F.F. PAINT _ 11 J1 • _ L __ -_ - __ _ 1 - - b O - _• J _ - - - .� ��� \�\ _ „N.-- ��� - - - -J = 11 - == 1 ... ; ..0.. 11_•LI I 6'a�"- -� 11 11F9" 2'J(�" I - (PT2) DASHED LINES INDICATE (ACT2) ABOVE TOILET DECK EQ. EQ. • Cl SEE 'E' SHEETS FOR EXACT LIGHTING FIXTURE TYPE - ��,, �' ���� 1 6 :O U LL____ __ _ JJ — 1•.,) \ \ NJ:..____l I I 1 O ,- 1 I -- - O I 1 • a • a ;o - 1 0 ul I r 1 - -1 1 e I 11 I H • • 1 L___ 1 • i- T� -T - - -1 I i - 1 I� - -- LIGHT FIXTURES - TYP. ACT2 AT 1 2' -0" SEE 1 1 A2.0 11 111 f7o:�:-J 11 111 11 III 11 _ 1 I I I o o I 1 � t 1 \ -r- Tf , EQ. d • 2.0 III 111 111 111 T- I A.F.F. - / BULKHEAD AT 8' -0" A.F.F. PAINT II III U M _ --/1� -- - -- / -1 --I O 1 1 1 �- 11 Irl I 1 II III i � � I REVIEWED FOR ME I I O 9 G al • • • rL- - - -1�• • • • I 1 1 o I1 • - (PT1) I_ - - -- CODE NCE MPL�q _ 1 pE�p� al\ hl U U 9 LU11 L .4....., —I I 11 I_ �n� - I -- I — III 1 —_- 1 — I — — _ — -_ -- s 11-_-' — — ll 1 - 1 _ ; I L - - City of Tuk�rila ALL LIGHT FIXTURE LAMPS IN CASHWRAP AREA BUILDING MUST BE DIRECTED TOWARD THE CENTER OF DIVISION ' lamsp THE CASHWRAP WORK AREA PRIOR TO TURN OVER - COORDINATE WITH OWNER REP. STRIP LIGHTING RECEIVED BELOW CABINETS UE� GYP. BD. SOFFIT AT 9' -O" A.F.F. - FEB 112011 GYP. BD. SURFACES PAINT ALL (PT2) P�0 M�1©T�R . 1 0 REFLECTED CEILING PLAN SCALE: 1 /4" = 1' -0" NOTES: 12 GA. HANGER WIRE 1. ALL BRACING WIRE TO BE NOTES: MUST MEET CISCA SEISMIC ZONES 3 -4 12 GA HANGER WIRE 1. ALL BRACING WIRE TO BE . • ATTACHED PARALLEL TO THE COMPONENT AND AT MAX. 45° : • LE TO THE CLG. ATTACHED PARALLEL TO THE COMPONENT AND AT MAX. 45 45° ANGLE TO THE CLG. FACE OF WALL /SOFFIT ACOUSTICAL CEILING TILE � 8" 8 MAX WALL/ SOFFIT FACE OF WALL SOFFIT TYPE "X" GYP. BD. 8" MAX 5/8" 4. ANGLE MOLDING 2. ALL UPPORT WIRES TO BE U & TIED BOTH ENDS A MINIMUM OF 3 TURNS. ANGLE MOLDING: HORIZ FLANGE 2" WIDE, 4" SPACE AT 3/4" CLR. 2. ALL SUPPORT WIRES TO BE TAUGHT & TIED BOTH ENDS WITH A MINIMUM OF 3 TURNS. PROVIDE 4 -WAY DIAGONAL 12 GA .�� BRACING WIRES IN SEISMIC ZONES. UNATTACHED EDGE PROVIDE 4 -WAY DIAGONAL 12 GA BRACING WIRES IN SEISMIC ZONES. - ,,,,, �w „�,�;,�K,,��,,��,,,•w,,•,�,,ex . SECURE ALL WIRES TO THE STRUCTURE ABOVE. 0 - IL 211 3. SECURE ALL WIRES TO THE 61 -0” MAX. FROM CEILING EDGES AND 12' -0" O.C. MAX. IN EACH DIRECTION EDGE S • RT 6' -0" MAX. FROM CEILING EDGES AND 12' -0" O.C. MAX. IN EACH DIRECTION STRUCTURE ABOVE. EDGE SUPPORT DETAIL , \ 12 GA. HANGER WIRE 4' -O" `\ O.C. MAX. EA WAY, W /IN 2" OF CROSS TEES \ �'" \ /1 \ 1 ,/ J/ 1 / , 1 �� �� 4. WHERE WIRE MUST BEAR / ' AGAINST PIPES AND DUCTS, ,'� APPLY DUCT TAPE FRICTION ' PROTECTION TO PIPES AND ?, , 0, DUCTS. 1 12 GA. HANGER WIRE 4' -0" O.C. MAX. EA WAY, W /IN 2" '\ 1�ef* 1 1 ■ \ 1 . ■ 1 �\ ° I 1 �• 4. WHERE WIRE MUST BEAR �'' ,' AGAINST PIPES AND DUCTS, ' 1 �' APPLY DUCT TAPE FRICTION I ' OF CROSS TEES 48" MAIN TEE 48 O.C. -�� PROVIDE VERTICAL 18 GA. 3 5/8" STUD 12' -0" O.C. -- EA. WAY AS ' COMPRESSION STRUT IN SEISMIC ZONES 1 1 I PROTECTION TO PIPES AND DUCTS. 5. SEISMIC ALLY BRACE LIGHT U FIXTURES, DIFFUSERS, ETC. IN ° ACCORDANCE WITH LOCAL CODE IN SEISMIC ZONES. SEE COVER SHEET FOR SEISMIC MAIN TEE 48" O.C. ` `\ PROVIDE VERTICAL 18 GA. \ `� 3 5/8 STUD 12 -0 O.C. _ EA. WAY AS COMPRESSION STRUT I ��/ . 5. SEISMIC ALLY BRACE LIGHT o FIXTURES, DIFFUSERS, ETC. IN ACCORDANCE WITH LOCAL CODE IN SEISMIC ZONES. SEE COVER SHEET FOR SEISMIC pi ZONE INDICATION. it 1 j CROSS TEES AT 24" I� "� O.C. (AND SPANNING / MAIN TEES AT 48" SYSTEM SUPPORT DETAIL ZONE INDICATION. 1� 6. SEE TYPICAL FRAMING `• DETAILS IN THIS DRAWING SET SEISMIC ZONES , . 6. SEE TYPICAL FRAMING • CROSS TEE AT SYSTEM SUPPORT DETAIL DETAILS IN THIS DRAWING SET FOR COMPRESSION STRUT O.C. FOR 2' x 2' GRID FOR COMPRESSION STRUT TOTAL SYSTEM WEIGHT 1.3 LBS. /S.F. 24" O.C. TOTAL SYSTEM WEIGHT 2.2 LBS. /S.F. ATTACHMENT TO STRUCTURE. MODULE) ATTACHMENT TO STRUCTURE. CEILING SYSTEMS MUST COMPLY WITH CBC SEC. 803.9, ASCE 7 -05, ASTM C 635 & 636 CEILING SYSTEMS MUST COMPLY WITH CBC SEC. 803.9, ASCE 7 -05, ASTM C 635 & 636 15 1 4 - 1 - 1 GYPSUM BOARD CEILING DETAIL 1 1 ACOUSTICAL TILE CEILING DETAIL SCALE: NTS SCALE: - SCALE: - SCALE: NTS :CALE: - N. \ \ \ \ \ \ ALTERNATE 3 5/8" X 20 GA. DIAGONAL BRACING \ \ \ + -I- / SEE DETAIL 20/A5.0 FOR FRAMING CONNECTION TO STRUCTURE \ \ \ \ \ \ ALTERNATE 3 5/8" X 20 \ GA. DIAGONAL BRACING \ \ \ \ SEE DETAIL 20/A5.0 FOR FRAMING CONNECTION TO STRUCTURE 3 5/8" X 20 GA. MTL. STUD BRIDGING AT MID -SPAN OR ) /I' FINISHED CEILING AT 4' -0" O.C. + + 4 , AT 4' -0" O.C. FINISHED CEILING 72" O.C. MAX. (TYP. AT KICKERS) 3 5/8" X 20 GA. MTL. STUD BRIDGING AT MID -SPAN OR 72" O.C. MAX. (TYP. AT KICKERS) W ;' to : \ to 5/8" TYPE 'X' GYP. BD. •1uuI.uuuuuuuuuuu •quuuuuuuuuuuuuu '• . �"' ` "• 3 5/8" X 20 GA. MTL. STUDS / AT 24" O.C. EXTENDED TO STRUCTURE ABOVE 1' -0" 3 5/8" X 20 GA. MTL. STUDS AT 24" O.C. EXTENDED TO STRUCTURE ABOVE 0- • 5/8" TYPE 'X' GYP. BD. w '` i °O°°°° °O°°uuuur„ w 0 u N Lu + I ` Iv N V Qe W N V ce w LLJ H SEE RCP °' 6" X 20 GA. MTL. w w 14 STUDS AT 24" O.C. 2 O - 1 - 18 - 17 CEILING DETAIL 16 SOFFIT DETAIL SCALE: 1 1 /2" = 1' -0" SCALE: - SCALE: 1 1 /2" = 1' -0" SCALE: - SCALE: - W H U H H o.• M r C N Nt C71 C Z= Ov L 1.21 ,W LL 1- PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX 314.721.0344 M. E. P. & F.P. Engineer: Randall A. Nelson, P.E. 14817 West 95th Street Lenexa, KS 66215 TELL 913.322.5150 FAX 913.322.5155 COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT 11 IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS, THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WANE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, RS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: REGISTERED ARCHITECT ALOYCR A HINGTON 1 PROJECT TITLE: W co M 0 co O w 0 N No.O Revision Description Date SHEET TITLE: REFLECTED CEILING PLAN & DETAILS PROJECT NO.: SHEET NUMBER: 10313 DRAWN BY: A2.0 VEK ISSUE DATE: 01/26/11 U H C U M O C74n ✓ v in Z —' O _i n=. N U W U-- 1— PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL, 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: Randall A. Nelson, P.E. 14817 West 95th Street Lenexa, KS 66215 TEL 913.322.5150 FAX1913.322.5155 COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OP EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORISATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT 15 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND COMMONS, THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WM1 THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENTJS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS•BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPO01 DESIGN GROUP MAKES NO WARRANTY AS TO DE SUTABIUTY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE REOPENT SPEOHCALLY AGREES TO WANE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOO1 DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENIIDES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOOIMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL RE ISTERL"D CHITECT PROJECT TITLE: Q C&`l o. o W U)1a 0 to w (A2 xw No.,L Revision Description Date SHEET TITLE: STOREFRONT ELEVATION & FINISH SCHEDULE PROJECT NO.: SHEET NUMBER: 10313 DRAWN BY: A3.0 ISSUE DATE: 01/26/11 ITEM NO. DESCRIPTION FINISH MANUFACTURER SUP POD BY INSTAL'D BY REMARKS ACT1 SALES AREA ACOUSTICAL CEILING TILE #2120 RADAR 24" X 24" X 5/8" WHITE W/ WHITE SUSPENSION SYSTEM AND HOLD DOWN CLIPS USG INTERIORS G.C. G.C. TEGULAR EDGE ACT2 STOCK AREA ACOUSTICAL CEILING TILE 24" X 48" X 5/8" WHITE FISSURED W/ WHITE SUSPENSION SYSTEM AND HOLD DOWN CLIPS USG INTERIORS G.C. G.C. C1 CARPET STYLE: RADIUS, COLOR: PERIMETER J & J COMMERCIAL OWNER OWNER SEE NOTES BELOW PT1 PAINT COLOR: SILVER GREY NO: SW #0049 SHERWIN WILLIAMS G.C. G.C. SEE NOTES BELOW PT2 PAINT COLOR: DELICATE WHITE 51 NO: : 51 8 -1 PITTSBURGH PAINT G.C. G.C. SEE NOTES BELOW MFI MALL TILE / FLOORING MATCH EXISTING VERIFY G.C. G.C. Si SAND BLASTED AND ROUTED SOLID SURFACE PANEL STYLE: GIBRALTAR, COLOR: MOON RIVERSTONE, CATALOG NO. 9096RS WILSONART OWNER G.C. SEE NOTES BELOW SV1 SHEET VINYL FLOORING TBD TBD G.C. G.C. WITH INTEGRAL 6" COVE BASE Ti PORCELAIN TILE STYLE: EKOS STONE, COLOR: ARGILLA, SIZE: 12x24, INSTALLATION: ASHLAR PATTERN MARCA CORONA OWNER G.C. 1 /8" TEC ACCUCOLOR XT SANDED GROUT JOINT - LIGHT SMOKE #915 (PROVIDED BY OWNER AND INSTALLED BY G.C.) - SEE NOTES BELOW TS1 TRANSITION STRIP RRS35C DARK GREY 4' LENGTH JOHNSONITE G.C. G.C. FIELD CUT TO FIT DOOR WIDTH ADHESIVE SUPPLIED BY G.C. VCTI NOT USED VB1 6" VINYL BASE COLOR: 68 WHITE SAND NO: CB -68 JOHNSONITE G.C. G.C. SEE NOTES BELOW VB2 4" VINYL BASE COLOR: 68 WHITE SAND NO: CB -68 JOHNSONITE G.C. G.C. SEE NOTES BELOW WB1 4" MDF WOOD BASE PRIMED MDF TO BE PAINTED TO MATCH WALL FINISH __ G.C. G.C. SEE NOTES BELOW 5 - 4 - 3 - NOTES 1. ALL FLOOR FINISHES SHALL COMPLY WITH DOC FF -1 "PILL TEST" (CPSC 16 CFR, PART 1630) IN ACCORDANCE WITH 2006 IBC SECTION 804.4.1, HAVE EITHER MINIMUM CRITICAL RADIANT FLUX OF 0.1 W /SQ. CM. OR CLASS II RATING IN ACCORDANCE WITH 2003 NFPA 10.2.7.2 AND 10.2.7.4. FLOOR FINISH SHALL COMPLY WITH ASTM D 2859 OR MINIMUM CLASS II RATING IN ACCORDANCE WITH 2003 NFPA SECTION 10.2.2.2. 2. THE SMOKE DEVELOPMENT RATING FOR ALL FINISHES SHALL BE LESS THAN 450 IN ACCORDANCE WITH 2003 NFPA SECTION 10.2.3.4,1997 802.2 AND /OR 2006 IBC SECTION 803.1, DEPENDENT UPON THE LOCAL CODE IN EFFECT. 3. ALL WALL AND CEILING FINISHES SHALL MEET OR EXCEED CLASS 'B' RATING IN ACCORDANCE WITH 2006 IBC TABLE 803.5, 2003 NFPA SECTION AND /OR CLASS 'II' RATING IN ACCORDANCE WITH 1997 UBC TABLE 8 -B, DEPENDENT UPON THE LOCAL CODE IN EFFECT. 4. INTERIOR TRIM NOT IN EXCESS OF 10% OF THE AGGREGATE SURFACE AREA SHALL BE MINIMUM CLASS 'C' IN ACCORDANCE WITH 2003 NFPA 10.2.5 AND /OR 2006 IBC SECTION 806.5. 5. WHEN PRODUCT DATA IS READILY AVAILABLE, FLOOR FINISHES SHALL HAVE A MINIMUM 0.5 STATIC COEFFICIENT OF FRICTION AS RECOMMENDED THE ACCESSIBLE ROUTE SHALL HAVE A MINIMUM 0.6 COEFFICIENT, AND RAMPS SHALL HAVE A MINIMUM 0.8 COEFFICIENT AS RECOMMENDED (ACCESS BOARD). 6. PAINT ON WALLS: LO SHEEN EGGSHELL LATEX PAINT ON DOORS AND TRIM: SEMI -GLOSS ALKYD PAINT ON CEILING: FLAT LATEX PAINT ON SLATWALL: LO SHEEN EGGSHELL ALKYD 7. NOT ALL FINISHES ARE USED. REVIEWED FIANCOR CODE COMPLE APPPAVED MAR 0 9 2011 City of Tukwila . , . AND SHALL CARPET UBC SECTION 36.3.3.2, SECTION BY OSHA, BY THE ATBCB qinw SCALE: - SCALE: - SCALE: - • 1 0 - 9 - 8 - FINISH SCHEDULE SCALE: - SCALE: - SCALE: - • '�■' O iii5 TI) \ EXISTING LANDLORD BULKHEAD EDGE -LIT SIGNAGE FURNISHED AND INSTALLED BY SIGN MANUFACTURER - ALIGN FRONT FACE OF SIGN BASE AT TOP OF SIGN WITH FRONT FACE OF 1 SOFFIT ABOVE - CENTER SIGN IN STOREFRONT OPENING - SIGNAGE SHALL 1 8 20 BE REVIEWED & APPROVED BY LANDLORD UNDER A SEPARATE SUBMITTAL 1 8 4.2 4.1 BY TENANT'S SIGNAGE CONTRACTOR . 4.1 11 / %� r J / 1 e r // / ■ / . REVEAL BETWEEN STOREFRONT FINISHES O fR �o _ - THINGS MEMBERED / 1 // / / / 7 11 e' y REVEAL (PT1) NEUTRAL PIER W/ MALL STANDARD BLACK STONE TILE ON a" GYP. BD. & 3 e" O8NE - -KOT PLASTER (OR APPROVED EQUAL) ON METAL STUDS - FINISH SMOOTH - PAINT (PT1) / 9' -O"/ / / 7 / ! ! / / j [ / C �" CLEAR TEMP. GLASS WITH y4" BUTT JOINTS - ALL EXPOSED EDGES TO BE POLISHED i I� /\ / //\\ // / / / /\ / / \ \ \ / \/ / / J o IN \ w C �. C MTL. STUDS. � O.F.C.I. SAND BLASTED / CLEAR ANODIZED ALUMINUM GLAZING CLIPS - TYP. MALE 1 1 / NEUTRAL PIER W/ STANDARD X11 �/ BLACK STONE TILE ON s GYP. BD. 8L 3 e MTL. STUDS. 1 SCALE: - AND ROUTED (51) O.F.C.I. SHADOW BOXES W/ FRONT ACCESS AND CAM \\j L RECEIVED FEB 112011 PERMIT CEpfTCR l� CENTER LOCKS - TYP. OF (3) 20 r • 4.0 ° J L \ / / j� ' REVEAL BETWEEN STOREFRONT / FINISHES / O \ / 1 L J \ \ \ \ \ / / / / ' +" ; i' ? EQ. A /• E Q. ALIGN TOP EDGE OF TILE BASE BELOW STOREFRONT GLAZING WITH TOP EDGE OF TILE BASE AT RETURN WALL WIIIIIIL \ \ / / NOTES: (T1) PAIR OF 1/2" CLEAR TEMPERED GLASS DOORS WITH TRANSOM AND SIDELIGHTS 1. SIGN MANUFACTURER TO SUBMIT SHOP DRAWINGS FOR L.L. APPROVAL. 2. NOTE: G.C. TO PROVIDE & INSTALL ALL GLAZING ELEMENTS. 3. ALL EXPOSED PORCELAIN TILE EDGES TO BE POLISHED. 6" X 2" BRUSHED ALUMINUM FINISH O.F.C.I. NEW VINYL GLAZING BASE (STYLMARK OR EQUAL) GRAPHIC APPLIED TO INSIDE OF GLASS - MOUNT AT 2' -O" A.F.F. TO BOTTOM - TYP. 20 STOREFRONT ELEVATION 16 - SCALE: 1 /2" = 1' -0" SCALE: - U H C U M O C74n ✓ v in Z —' O _i n=. N U W U-- 1— PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL, 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: Randall A. Nelson, P.E. 14817 West 95th Street Lenexa, KS 66215 TEL 913.322.5150 FAX1913.322.5155 COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OP EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORISATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT 15 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND COMMONS, THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WM1 THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENTJS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS•BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPO01 DESIGN GROUP MAKES NO WARRANTY AS TO DE SUTABIUTY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE REOPENT SPEOHCALLY AGREES TO WANE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOO1 DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENIIDES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOOIMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL RE ISTERL"D CHITECT PROJECT TITLE: Q C&`l o. o W U)1a 0 to w (A2 xw No.,L Revision Description Date SHEET TITLE: STOREFRONT ELEVATION & FINISH SCHEDULE PROJECT NO.: SHEET NUMBER: 10313 DRAWN BY: A3.0 ISSUE DATE: 01/26/11 H U H oc C NN vv M W W O% dN U 1- PROJECT TEAM: Architect: Epoch Design Group, Inc 1155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: Randall A. Nelson, P.E. 14817 West 95th Street Lenexa, KS 66215 TEL 913.322.5150 FAX 913.322.5155 COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT L5 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS, THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WDH THIS PROTECT. REUSE OF ANY PORTION OF THE DOCUMENT N ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE R RIPE NT RETAINS THE OBLIGATION TO VERFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO 11E SUTABIUTY OF THE DOCUMENT FOR THE REOPENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNFY AND DEFEND ANY AND ALL CLAIMS AGANST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR MIY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED N CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL REGISTERED ARCHITECT r 1LMR a STA E OF WASI Groh! PROJECT TITLE: W v I co fV O W U V) No.A Revision Description Date SHEET TITLE: HORIZONTAL STOREFRONT SECTIONS PROJECT NO.: 10313 SHEET NUMBER: DRAWN BY: Azt VEK ISSUE DATE: 01/26/11 .0 INOTES: 1 G.C. TO VERIFY ALL DIMENSIONS - NOTIFY ARCHITECT OF ANY DISCREPANCIES - CRITICAL! G.C. TO PROVIDE AND INSTALL ALL GLAZING CHANNELS ALL EXPOSED PORCELAIN TILE EDGES TO BE POLISHED REFER TO DETAIL 13/A5.0 FOR PORCELAIN TILE CORNER DETAILS SEE VERTICAL STOREFRONT SECTIONS FOR MORE INFORMATION II CENTER LINE STOREFRONT DUST PROOF OF BOX BEAM - SEE VERTICAL — SECTIONS AND RECESSED D • DETAILS OR STRIKES - TYP. METAL STUD BOX COLUMN: 3 %" X 18 GA. TRACKS EACH SIDE OF 35/8' X �� —METAL STUD TRACKS EACH METAL STUDS EACH FLANGE AT 12" O.C. BOX COLUMN: 35/" X 18 GA. SIDE OF (2) - 35/" X 18 GA. - SCREW TRACKS TO STUDS THRU WITH #10 SHEET METAL SCREWS • • ALIGN NEW FLUSH WITH CONSTRUCTION EXISTING - EA. SIDE SIDES (T1) - ALL SIDES (T1) - ALL STAGGERED - SEE DETAIL 14/A5.0 1 - (2) - %I' GYP. BD. WITH CALIFORNIA 18 GA. METAL STUDS - SCREW TRACKS TO STUDS THRU EACH FLANGE WITH #10 SHEET METAL SCREWS AT 12" 1' -8) " 1' -0" ONE -KOTE PLASTER (OR APPROVED .- 9'-8" HOLD 1, -0" A 9' -0Y4" i EQUAL) ON METAL STUDS - SMOOTH - PAINT (PT1) FINISH 3%. O.C. STAGGERED - SEE DETAIL 14/A5.0 � 1 t r� I_ ----iAir i i� �_ s Vi/ 1 2 -� °� ‘• • PARTITION RREFERDEMI DEMISING O FLOOR PLAN FOR MORE INFORMATION A5.0 II iii III ► Li � 2" 10,1 /" GYP. BD. WITH CALIFORNIA ONE -KOTE PLASTER (OR APPROVED EQUAL) ON METAL o NEW 1 -HR RATED DEMISING PARTITION - REFER TO FLOOR PLAN FOR MORE INFORMATION I I __, II STUDS - FINISH SMOOTH - PAINT (PT1 ) I METAL STUD BOX COLUMN: 3%" X 18 GA. TRACKS EACH SIDE OF (2) - 3 %fl X 18 GA. METAL STUDS - SCREW TRACKS TO STUDS THRU EACH FLANGE WITH #10 SHEET METAL SCREWS AT 12 O.C. STAGGERED - SEE DETAIL 14/A5.0 / LOCATE DOOR STOP AND REC SSED —1 Iv 1j` STRIKES TO PREVENT ANY PART OF DOORS FROM STRIKING ADJACENT o willl r' - cv \ O.F.C.I. SAND BLASTED AND SURFACES IN OPEN POSITION '% 1 In 11=1 - ROUTED (S1) ON 3/4' GYP. BD. NEUTRAL PIER W/ MALL STANDARD BLACK STONE TILE ON 8" GYP. BD. ON 4" — 6" LINE X L' o O Z g 8" ` 6" 1' -6" LEASE BRUSHED ALUMINUM FINISH FLOOR PINS WITH SPRING LOADED DUST SHIELDS AND PAIR OF 1 /2 CLEAR TEMPERED GLASS 1/2" DOORS WITH TRANSOM AND SIDELIGHTS NEW MALL FLOORING TO LINE OF CLOSURE - G.C. TO COORDINATE WITH LOCAL MALL REPRESENTATIVE FOR PURCHASING AND INSTALLATION OF MALL FLOORING FINISH y" CLEAR TEMP. GLASS WITH Y4' BUTT JOINTS - ALL EXPOSED EDGES NEUTRAL PIER W/ MALL STANDARD BLACK STONE TILE ON in GYP. BD. ON 3 %I' MTL. STUDS. Y2' CLEAR BRUSHED ALUM. TO BE POLISHED 6" X 2" BRUSHED ALUMINUM FINISH 3 8" MTL. STUDS. %" CLEAR BRUSHED ALUM. TYP. REVEAL GLAZING BASE (STYLMARK OR EQUAL) 10'-04' REVEAL - O.F.C.I. SAND BLASTED ROUTED (Si) ON 3/" GYP. BD. -TYP. 5/" GYP. BD. WITH•CALIFORNIA O.F.C.I. SHADOW BOXES WITH FRONT TYP. OF 9' -8" ONE -KOTE PLASTER (OR APPROVED ACCESS AND CAM LOCKS - (3) O.F.C.I.3/" WHITE MELAMINE BOX INSERTED INTO GYP. BD. ENCLOSURE - LEVEL AND SHIM WITH SCREWS - TYP. SIDES EQUAL) ON METAL STUDS - FINISH 24 SMOOTH - PAINT (PT1) 1 „xl y 1 �� 1 /2�y, (3) 23' -6�2" REVIEWED F ®R ili Pro •RAVFD MAR 0 9 2011 rc.) City of Tukwila BUILDING DIVISION 10 HORIZONTAL STOREFRONT SECTION SCALE: 1" = 1' -0" 'E' �r eiliP Il RECESSED LIGHT FIXTURES - SEE SHEETS FOR EXACT TYPES - TYP. GYP. BD. CEILING AT 12' -6" A.F.F. (PT2) GYP. BD. SOFFIT AT 10' A.F.F. -0" (PT2) p....... i , I l • v �c • •. . • I / /—i ,, \O **— • i EG1. • 1' -9" W 1' -9" EQ. I . • . • [1' N-171 . . i Ira .it„ .• ..• : . . . .• . . . . .•• . . .• . . .. . .. . • . • . . . . . . . . • • . . . • • . • . . . • . . . . • . • , 4 rA . • . . .. . . . • .• .• . .• •• • . . . • . - .• VA / . _.._______11A . • . . .. .1. . • .: II •• • • :• .a .,. ., ..• . . EQ. Iils • • —_ f', 3'_3" • EQ. — RECEIVED i.�,_ III% ``_ 1 NiEl 1�' . . • . • `W\ FEB 112011 PERMIT CENTER "LOOK _ _ — — — GYP. BD. CEILING AT z — — — — — — — — _ _ CENTER LINE OF BOX BEAM SEE 12' -6" A.F.F. (PT2) 71 LL 4 - VERTICAL STOREFRONT SECTIONS PUCK LIGHT PROVIDED BY FIXTURE W MANUFACTURER - (TYP. OF 3) G AND DETAILS X" CLEAR TEMP. GLASS WITH Y4' BUTT JOINTS -'ALL EXPOSED O.F.C.I. SYSTEM" GRAPHIC CUMMY TRACK - G.C. TO ASSEMBLE ADN INSTALL AND PROVIDE A BACKING SUPPORT -LAST TRACK SHALL RECEIVE 4 CENTER LINE OF BOX BEAM - SEE SINGLE EYE HOOKS - PROVIDE 18 GA. METAL VERTICAL STOREFRONT SECTIONS AND DETAILS 10' -0" f EDGES TO BE POLISHED -TYP. RECESSED GLAZING CHANNEL - SEE VERTICAL STOREFRONT SECTIONS BLOCKING IN CEILING FOR ATTACHMENT OF "LOOK SYSTEM" DISPLAY TRACKS. FOR MORE TYP. (SIGNAGE) INFORMATION - EDGE -LIT SIGNAGE FURNISHED AND INSTALLED BY SIGN MANUFACTURER RECESSED LIGHT FIXTURES - SEE 'E' SHEETS FOR EXACT TYPES TYP. SEE 'E' SHEETS FOR EXACT LIGHTING FIXTURE TYPE - 20 HORIZONTAL STOREFRONT SECTION SCALE: 1" = 1' -0" H U H oc C NN vv M W W O% dN U 1- PROJECT TEAM: Architect: Epoch Design Group, Inc 1155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: Randall A. Nelson, P.E. 14817 West 95th Street Lenexa, KS 66215 TEL 913.322.5150 FAX 913.322.5155 COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT L5 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS, THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WDH THIS PROTECT. REUSE OF ANY PORTION OF THE DOCUMENT N ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE R RIPE NT RETAINS THE OBLIGATION TO VERFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO 11E SUTABIUTY OF THE DOCUMENT FOR THE REOPENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNFY AND DEFEND ANY AND ALL CLAIMS AGANST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR MIY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED N CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL REGISTERED ARCHITECT r 1LMR a STA E OF WASI Groh! PROJECT TITLE: W v I co fV O W U V) No.A Revision Description Date SHEET TITLE: HORIZONTAL STOREFRONT SECTIONS PROJECT NO.: 10313 SHEET NUMBER: DRAWN BY: Azt VEK ISSUE DATE: 01/26/11 .0 CONTINUOUS 18 GA METAL TRACK SIGNAGE TO BE TOP MOUNTED WITH %2" ALL THREADED RODS (2 REQUIRED) MOUNTED TO BLOCKING PROVIDED BY G.C. - COORDINATE WITH SIGNAGE MANUFACTURER EDGE -LIT SIGNAGE FURNISHED AND INSTALLED BY SIGN MANUFACTURER O.F.C.I. SAND BLASTED AND ROUTED (S1) ON Y4' GYP. BD. NOTE SEE DETAIL 18/A4.1 FOR TYPICAL NOTES AND DIMENSIONS TILE BASE - ALIGN GROUT JOINT AT BASE WITH EDGE OF COLUMN - TILE BASE ON EACH SIDE OF JOINT TO ALIGN FLUSH - TOP EDGE OF BASE TO ALIGN FLUSH, TYP. cv ff ADDITIONAL SET OF CLIPS - INSTALL GLASS CLIPS PRIOR TO SIDELITES 1 /2" CLEAR TEMPERED GLASS TRANSOM PAIR OF 1 /2 P: CLEAR TEMPERED GLASS DOORS - SEE DOOR SCHEDULE O O 20 STOREFRONT SECTION SCALE: 1" =1' -0" EXISTING LANDLORD CONSTRUCTION %II GYP. BD. WITH CALIFORNIA ONE -KOTE PLASTER (OR APPROVED EQUAL) ON METAL STUDS - FINISH SMOOTH - PAINT (PT `0 3%8' 20 GA METAL STUD FRAMING AT 16" O.C. MAX. - TYP (2) LAYERS OF %'' TYPE 'X' GYP. BOARD ON 3%" X 20 GA METAL STUDS 16" O.C. MAX. 1Y2' TALL ALUM. GLAZING CHANNEL RECESSED IN GYP. BOARD - FINISH TO MATCH CLEAR ANODIZED 6" BOX BEAM - SEE DETAILS 14/A5.0 35/8' X 20 GA METAL STUD BRIDGING AT MID -SPAN OR 72" O.C. MAX. (TYP. AT KICKERS) 3%'' X 20 GA LATERAL BRACING AT 48" O.C. - EXTEND TO STRUCT. ABOVE - SEE DTL. 8/A5.0 3%8' 18 GA METAL STUD FRAMING AT 16" O.C. MAX. - TYP. Y" CLEAR TEMPERED GLASS WITH Y4' BUTT JOINTS - ALL EDGES ARE TO BE POLISHED (PT1) CLEAR ANODIZED ALUMINUM GLAZING CLIPS - TYP. LEASE LINE 6" X 2" BRUSHED ALUMINUM FINISH GLAZING BASE BEYOND (STYLMARK OR EQUAL) 35/8" X 20 GA METAL STUDS TILE BASE %II TYPE 'X' GYP. BOARD ON 3%" X 20 GA METAL STUDS 16" O.C. MAX. FINISHED CEILING (2) LAYERS OF %'' TYPE 'X' GYP. BOARD ON 3%" X 20 GA METAL STUDS 16" O.C. MAX. %'' GYP. BD. WITH CALIFORNIA ONE -KOTE PLASTER (OR APPROVED EQUAL) ON METAL STUDS - FINISH SMOOTH - PAINT (PT1) FINISHED FLOOR REVIEWED FOR CODE COMPLIANCE APPDAUFP MAR 0 9 City of Tukwila BUILDING DIVIRI( NOTES: G.C. TO PROVIDE AND INSTALL ALL GLAZING CHANNELS SIGN MANUFACTURER TO SUBMIT SHOP DRAWINGS FOR L.L. APPROVAL ALL EXPOSED PORCELAIN TILE EDGES TO BE POLISHED REFER TO DETAIL 13/A5.0 FOR PORCELAIN TILE CORNER DETAILS NO COMBUSTIBLE MATERIALS ABOVE CEILING 1 8 TYPICAL STOREFRONT SECTION SCALE: 1" = 1' -0" TAko ECEIVED FEB 112011 PERMIT CENTER PROJECT TEAM: Architect: Epoch Design Group, Inc 1155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL, 314.721.1340 FAX, 314.721.0344 M. E. P. & F.P. Engineer: Randall A. Nelson, P.E. 14817 West 95th Street Lenexa, KS 66215 TEL 913.322.5150 FAX: 913.322.5155 COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OP EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT LS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS. TIE DOCUMENT 15 TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS THE RECIPENT RETAINS THE OBUOATION TO VERFY THE CONDFIIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDNATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP AWLS NO WARRANTY AS TO THE SUTABNUTY OF THE DOCUMENT FOR THE RECIPIENT'S MENDED USE. THE REOPENT SPECIFICALLY AGREES TO WANE AND TO INDEMNPY AND DEFEND ANY AND ALL CWMS AGANST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF MS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY MS DOCUMENT UPON COMPLETION OR TERMINATION Of WORK PERFORMED N CONJUNCTION WITH MS PROJECT. PROFESSIONAL SEAL R • STERED RCHITECT TE OF WASHINGTON PROJECT TITLE: W N No.L\ Revision Description Date SHEET TITLE: VERTICAL STOREFRONT SECTIONS PROJECT NO.: SHEET NUMBER: 10313 DRAWN BY: A4. 1 VEK ISSUE DATE: 01 /26/1 1 ' 5/" GYP. BD. WITH CALIFORNIA ONE -KOTE PLASTER (OR APPROVED EQUAL) ON METAL STUDS - FINISH SMOOTH PAINT (PT1) - I 12 o o ,..- ..1....:r.-. �`+ T. \ 9y211 Ys' METAL :\\ . + -}- REVEAL (PT1) I I ! � riYir i 12 :p NOTE: SEE DETAIL 18/A4.1 FOR TYPICAL NOTES AND DIMENSIONS I I 1 : •■,- 0 O.F.C.I. (S1) ON 3/41 . • ` . . J REVIEWED FOR CODE COMPLIANCE A PDOB4A �I FD O IviAt () 9 2011 City of TuloNila O.F.C.I. GYP. BD. LEASE LINE i + + + + + d in PUCK LIGHT PROVIDED BY FIXTURE MANUFACTURER (TYP. OF 3) - - - - \ \\ I2L1II + ++ ` O LA \ :_— \�— 1' -03 PI %4" GYP. BD. ENCLOSURE . v \ 1 - + + + BUILDING DIVISION 1 ',_ C► . 1 \ O.F.C.I. SHADOW BOXES W/ FRONT ACCESS AND CAM LOCKS - TYP. OF (3) '� 1 IN O.F.C.I. (S1) ON O.F.C.I. 3/4" GYP. BD. f + + + + ..+11"' 0 4..1.111. . !i, TILE BASE OVER SOLID SURFACE PANELS - TYP. PL. ECEIVED FEB 112011 ' ;,,,1TGENTER 20 - . 18 STOREFRONT SECTION SCALE: 1" = 11 -0'I SCALE: - �,.' e?TS=I. c") co Is. wv `S N N N N Ni -41 co co w W N 1t71 U °-U W LQL P- W r1 H lao r 'O 0 V) V) 5 O z N PROJECT TEAM: Architect: Epoch Design Group, Inc 1155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX, 314.721.0344 M. E. P. & F.P. Engineer: Randall A. Nelson, P.E. 14817 West 95th Street Lenexa, KS 66215 TEL: 913.322.5150 FAX, 913.322.5155 COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, AU. RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS, TIE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT I5 FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS THE RECIPENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO AU. ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO TIE SWAIRUTY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WANE AND TO INDEMNFY AND DEFEND ANY AND ALL CLAIMS AGANST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENDS, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF 1115 DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED N CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL 79 REGISTERED ARCHITECT ' ! OVER rE OF WA H!NGTOrr PROJECT TITLE: W N cv) 0 co O W 0 No.L\ Revision Description Date SHEET TITLE: VERTICAL STOREFRONT SECTIONS PROJECT NO.: SHEET NUMBER: 10313 DRAWN BY: A4.2 ISSUE DATE: 01/26/11 ,: 0 PLI U Q M Zti M '0 9, N EL < =0 0J Ln Z Ln Q .- N PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEIJ 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: Randall A. Nelson, P.E. 14817 West 95th Street Lenexa, KS 66215 TEL., 913.322.5150 FAX: 913.322.5155 COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE THE REOPIENT OF THIS DOCUMENT'S HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS-BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABIUTY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND 10 INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPO01 DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF MS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY M5 DOCUMENT UPON COMPLETION OR TERMNATION OF WORK PERFORMED N CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL RP ISTERED RC ITECT ilAVID .. Iithlt STATE OF WASHINGTON PROJECT TITLE: W 0 WESTFIELD SOUTHCENTER No.L Revision Description Date SHEET TITLE: DETAILS PROJECT NO.: SHEET NUMBER: 10313 DRAWN BY: A5.O VEK ISSUE DATE: 01/26/11 PARTITION DEMISING 20 GA. 3 5/8 RUNNER TRACK SECURE TO GYP. BD. PARTITION FIRE BLOCK DECK ABOVE EXTEND TO DECK - PROVIDE 3 5/8" 20 STRUCT. ABOVE - ADJACENT WALL FRAMING W/ (2) #10 TEK GA. BRACING AT 45. TO STRUCTURE 48" CAP WITH 20 GA. SHEET METAL 'X' ' 11X" O.C. MAX. FOR STUDS EXCEEDING 16' HEIGHT % / / or SCREWS EA. EXIST. STUD FIRE BLOCK WITH 5/8 TYPE 'X' GYP. BOARD 5/8" EXTEND TO DECK = PROVIDE 3 5 8" 20 GA. BR • ' TO / STRUCTURE 4: •. OR STUDS EXCEEDING • SECURE 5/8" TY•' •YP. BD. WITH 1" TYPE'S' DRY L SCR S 8" O.C. ALONG ED S 12 C. IN FIELD OF PANEL H CEILI ' AND SEAL BY OTHERS EXTEND TO DECK ABOVE / GYP. BD. EXTENDED TO DECK ABOVE " 5/ 1 WITH 1 T P RY L SCREWS 8" O. O D S AND 12" 20 GA. 3 5/8" BRACE 16" O.C. „ II " "X" "X" " SECU 8 GYP. BD. (BOTH SIDES) WITH WALL SCREWS 8" O.C. AL G DGE ND 12" O.C. IN FIELD OF PAN E TO DECK ABOVE AND SEAL OR 1- UR RATING SECURE 5/8 TYPE GYP. BD. WITH 1 5/8" TYPES DRYWALL SCREWS 8" 0.C. ALONG _ o O.C. EL SECURE 5/8" TYPE GYP. BD. WITH 1" TYPE DRYWALL SCREWS 8" O.C. ALONG EDGES AND 12" O.C. IN FIELD OF PANEL - EXTEND TO DECK ABOVE AND SEAL (SEE FLOOR PLAN FOR RECONNECTION RESPONSIBILITY OF WORK AND MATERIALS) 6" X 20 GA. MTL. STUD DEMISING WALL EDGES AND 12" O.C. IN FIELD OF PANEL FINISH CEILING _ SEE DETAIL 20/A5.0 FOR FRAMING TO STRUCTURE : • I Li-i103 SEE DETAIL 20/A5.0 FOR FRAMING CONNECTION TO O STRUCTURE SEE DETAIL 20/A5.0 FOR FRAMING CONNECTION TO STRUCTURE :. INIS ILL G FIR OCK AT CEILING WITH 20 GA. METAL STUD -TYP. I I I X 20 GA. METAL STUD BRACES AT 48 O.C. � 11 I a 1 3 0 GA. METAL STUDS 16" O.C. TO UNDER SIDE OF STRUCT. ABOVE ANCHOR RUNNER TRACK W/ HILTI DX LOW � VELOCITY ODIA. xPOWDER LONG AT 16" 0.C. / REPORT # 2388) 20 GA. 3 5/8" METAL STUDS AT 16" O.C. ANCHOR RUNNER TRACK W/ HILTI DX LOW 7„ 4- Mr 8 1. 20 GA RUNNER TRACK SECURED TO PARTITION 16 0.C. VELOCITY POWDER ACTUATED ANCHORS 0.145 DIA. x 3/4" LONG AT 16" O.C. {ICC -ES REPORT # 2388) • 48" I 3 5/8" 20 GA. METAL STUDS AT 16" O.C. MAX. TO UNDERSIDE OF STRUCT. ABOVE ANCHOR RUNNER TRACK W HILTI DX LOW / / (SEE WORKK 8OMATER ALOR RESPONSIBILITY OF 3 5/8" X 20 GA. METAL STUDS AT 16" O.C. !� �� Ir ANCHOR STUDS TO TRACK W/ #10 SHEET MTL. SCREW EACH SIDE. ANCHOR STUDS TO TRACK W/ #10 SHEET MTL. SCREW EACH SIDE. ''� VELOCITY POWDER ACTUATED ANCHORS wi.,, 1 LOW VELOCITY TY POWDER ER ACTUATED ANCHORS 0.145 DIA. x 3/4" LONG AT II 16 O.C. (ICC -ES REPORT # 2388) NOTE: % Al NOTE: �p 4 REPO DIA. x 3/4 LONG AT 16 O.C. (ICC -ES REPORT # 2388) ANCHOR STUDS TO TRACK W/ #10 SHEET MTL. SCREW EACH SIDE. 1��1 , , NOTE: SEE ROOM FINISH SCHEDULE FOR WALL FINISH AND BASE MATERIAL AT SIMILAR CONDITION, NO NEW GYP. IV PATCH EXIST. GYP. BD SMOOTH TO RECEIVE NEW FINISH. J SEE ROOM FINISH SCHEDULE FOR WALL FINISH AND BASE MATERIAL AT SIMILAR CONDITION, NO NEW GYP. BD, PATCH EXIST. GYP. BD SMOOTH TO RECEIVE NEW FINISH. SEE ROOM FINISH SCHEDULE FOR WALL FINISH AND BASE MATERIAL AT SIMILAR CONDITION, NO NEW GYP. BD, PATCH EXIST. GYP. BD SMOOTH TO RECEIVE NEW FINISH. NOTE: IN NOTE: SEE ROOM FINISH SCHEDULE FOR WALL 1 HR. FIRE RATED - UL #U -419 OR EQUAL SEE ROOM FINISH SCHEDULE FOR WALL FINISH AND BASE MATERIAL REFERENCE ICC -ES REPORTS REGARDING INSTALLATION FINISH AND BASE MATERIAL 1 HR. FIRE RATED - UL #U -465 OR EQUAL REFERENCE ICC -ES REPORTS REGARDING INSTALLATION #ER- 4943P, #ER -4780 FOR RECOMMENDATIONS OF METAL FRAMING MEMBERS AND FASTENERS #ER- 4943P, #ER -4780 FOR RECOMMENDATIONS OF METAL FRAMING MEMBERS AND FASTENERS REFERENCE ICC -ES REPORTS #ER- 4943P, #ER -4780 FOR RECOMMENDATIONS REGARDING INSTALLATION OF METAL FRAMING MEMBERS AND FASTENERS REFERENCE ICC -ES REPORTS #ER- 4943P, #ER -4780 FOR RECOMMENDATIONS REGARDING INSTALLATION OF METAL FRAMING MEMBERS AND FASTENERS 5 PARTITION TYPE PARTITION TYPE %W(FURRING AT DEMISING PARTITION TYPE (DEMISING WALL) 2 PARTITION TYPE PARTITION TYPE (FIRE RATED) SCALE: 1 1 /2" = 1' -0" SCALE: 1 1 /2" = 1' -0" SCALE: 1 1 /2" = 1' -0" SCALE: 1 1 /2" = 11 -0" SCALE: 1 1 /2" = 1' -0" EXISTING WALL 611 2" DOOR FRAME - LATCH SIDE DEMISING 3/4" F.R.T. PLYWOOD - :' °: ;t. =_ :'; •5/8" '' 5/8" TYPE 'X' GYP. BD. co 1 , iI4 GYP. BD. PARTITION H.M. OOR FRAME INSTALL (3) MTL. JAMB ANCHORS AND ONE FLOOR CLIP AT EACH JAMB 1 /2" X 22 GA. MTL. DECK •- - - - ♦ o' , p"A-w�.+ W`w -� ON METAL STUDS. 2X FRT WOOD BLKG. Li a 't1� . In I %" GYP. BD. BOARD WITH OF FINISH PLASTER - TERMINATE CENTERLINE SMOOTH SKIM COAT AT GLAZING 1 . 12 MIEN. 6" X 18 GA. MTL. JOISTS O.C. (125 PSF DESIGN LOAD) Q '0 GRADE II BRAILLE _ l� ESTROOM ••. ••� :• :• • • _ / `, 3 12" 6" LOW TYPE'X' GYP. BD. -=� 5/8 X 18 GA. MTL. STUDS AT 5/8" • ---T O.C. - ALIGN WITH JOISTS X 18 GA. MTL. STUDS AT 12" 0.C. ALIGN WITH JOISTS . i is : . _ iN /� Ira Ili i HEIGHT OF LETTERIING TO 2 MAX. 3 �1 • • • • �� 1 - ANCHOR RUNNER TRACK W/ HILTI DX VELOCITY POWDER ACTUATED ANCHORS 0.145 DIA. x 1 1/2" LONG AT 1 2 O.C. (ICC -ES REPORT # 2388) �J /1 I�' 0.F.C.I. SAND BLASTED AND BD. - TERMINATE AT GLAZING ROUTED (51) CENTERLINE ON /a' GYP. I. EQ WOOD FRAME & TRIM 1 I EQ 1211 DOOR. SEE DOOR SCHEDULE NOTE: HEAD DETAIL SIMILAR • • BE 5/8 MIN. TO NOTE: CHARACTERS AND BACKGROUND TO BE EGGSHELL, MATTE OR NON -GLARE FINISH AND SIGN SHALL BE WHITE WITH BLUE BACKGROUND (TYP.) - MATCH DOOR SIGN COLOR SIGN TO BE MOUNTED ON LATCH SIDE OF DOOR SIGN PANEL TO BE 1 /4" THICK (TYP.) REFER TO A.D.A. GUIDELINES FOR FURTHER REQUIREMENTS I , ( -03 -- /- NOTE: DOOR. SEE DOOR SCHEDULE HEAD DETAIL SIMILAR lli il NOTE: SEE ROOM FINISH SCHEDULE FOR WALL FINISH AND BASE MATERIAL NOTE: AT SIMILAR CONDITION, PLATFORM JOISTS RUN IN OPPOSITE DIRECTIONS 1 0 TOILET DECK DETAIL ACCESSIBLE SIGN DETAIL 8 STOREFRONT DETAIL 7 DOOR JAMB DETAIL 6 DOOR JAMB DETAIL SCALE: 1 1/2" = 1' -0" SCALE: 3" = V -0" SCALE: N.T.S. SCALE: 3" = 1' -0" SCALE: NTS BOX BEAM - (2) 3 5/8" X 16 GA. MTL TRACK BOT OF (2) MIL FOR JOISTTS SIZES) - ATTACH TRACK TO JOISTS W/ #10 SHT. MTL. SCREWS THROUGH " FLANGES AT 12" O.C. - DO NOT TOP FACTORY FINISHED TILE , DOOR (WHERE OCCURS) ZINC TERRAZZO TRANSITION STRIP - SUPPLIED & INSTALLED BY G.C. VCT y REVIEWED FOR �-- PROVIDE 3 5/8" 20 GA. BRACING AT 45° - SEE DETAIL 20/A5.0 - EXTENDED TO `\ ��� �\\ 1 1 i 1 �, �� 1 + STRUCTURE �� ALTERNATE DIREOCTEON AT BRACING MAX. A , , i SECURE 5/8" TYPE "X" GYP. BD. (EACH SIDE) WITH 1 TYPE 'S' DRYWALL SCREWS ��-`_`_ SIDE CODE COMPLIANCE ������ �'�% MAR 0 9 ZU f� ' ` ` h. 1 , EDGE TILE TILE FINISHED EDGE ������ e iiiiiiiiiiiiiiii� o f�• L „ �� • eti4.4 �.a ! _: '. � yE . l�-� .R Ya ►...r . �.'.� �< .*n.a. a ...:..: • :.: 1 • •, . "'' .:.•: aJ�T, •:•..•:. � .:•.�.:. �..:.. :.::F ,,' '' •' ' �: _ SPLICE COMPONENTS ;4 I i I I 1 + +, �.' 1 , 1 8" 0.C. ALONG EDGES AND 12" 0.C. IN FIELD OF PANEL x x \� FLOOR LEVELING COMPOUND FEATHER FOR FLUSH TRANSITION SLOPE 1 /16" PER FOOT CONC. SLAB - DOOR (WHERE OCCURS) x x x CONC. SLA, TILE City Of Tukwila ZINC TERRAZZO TRANSITION STRIP - SUPPLIED & INSTALLED BY G.C. EXISTING MALL FLOORING EXTEND OUTSIDE COLUMN TRACK TO TOP OF BOX BEAM - ATTACH TRACK VERTICAL SECTION MAX. VINYL -TO -TILE TRANSITION BUILDING DIVISION 1 1 FINISH CEILING TO BOX BEAM W/ #10 SHEET METAL x x x x X 48" BLOCK AT CEILING WITH 20 GA. VINYL REDUCER STRIP - SUPPLIED AND INSTALLED BY G.C. FLOOR LEVELING '4 -..♦-♦-♦-.-♦.4 ♦-. SCREWS THROUGH FLANGES (MIN. 3 'T x V x x FIRE METAL STUD - TYP. PJ - ocznaL .al ca:+�s37.at...� ,.,1s,.Kz» �..r,� EA. SIDE) CUT FLANGES OF INSIDE COLUMN TRACK AND BEND 90' - ATTACH •; : „; , ,, ., .. .. :. . ;.. ' ' .- •• ' ' ',, , • • • ' + • 's' COMPOUND - , 0 !FACTORY SIDE 3 5/8" 20 GA. METAL STUDS AT 16" O.C. ANACH0R RUNNER TRACK W/ HILTI DX LOW ��� VELOCITY POWDER ACTUATED ANCHORS 0.145 DIA. x 3/4" LONG AT 16" 0.C. (ICC -E'S REPORT # 2388) � • : : '. : • . •` ; , ,'.: CONC. SLAB FEATHER FOR FLUSH TRANSITION SLOPE 1 /16" PER FOOT MAX. TRACK TO BOX BEAM W/ #10 SHEET METAL SCREWS THROUGH FLANGES 3 EA. SIDE) x ANCHOR STUDS TO TRACK W/ #10 SHEET MTL. SCREW EACH SIDE. 6' �������.'• • .. w :. a •. :..} : :' • In ... . • „. : • ,. VCT (MIN. 5/8” X 18 G. METAL STUD (2 ) 3 5 A / COLUMN WRAPPED WITH 3 -5/8" TRACKS BOTH SIDES - TYP. AT EA END NOTE: ; -TO- CONCRETE TRANSITION FLOORING TILE -TO -TILE TRANSITION SEE ROOM FINISH SCHEDULE FOR WALL FINISH AND BASE MATERIAL • VINYL �- '-�/ REFERENCE ICC -ES REPORTS #ER- 4943P, #ER -4780 FOR RECOMMENDATIONS REGARDING INSTALLATION OF METAL FRAMING MEMBERS AND FASTENERS FRONT PLAN OF BEAM /^ 15 PARTITION TYPE 1 4 BEAM/ COLUMN CONNECTION 3 CORNER DETAIL 1 2 FLOOR TRANSITION DETAIL SCALE: 6" = 1' -0" SCALE HALF SIZE SCALE: 1 1 /2" = 1' -0" SCALE: 1 1 /2" = 1' -0" #10 SCREW EACH •�iiiiiiiiiiiiiiiiiiii� ••••••••••••••••••••••••••• O•••• WHITE FRP WAINSCOT PANELS ON ALL 4 SIDES OF TOILET ROOM AT 4V-0" A.F.F. - TYP. 1' LG. VERT. GRAB WATER CLOSET FLUSH ACCESSIBILITY NOTES: VALVE TO BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREA 1. WATER CLOSET TO BE PROVIDED W/ OSCILLATING FLUSH CONTROL HANDLE VANITY LIGHT - SEE OPERATING AT NOT GREATER THAN 5 LBS. ELECTRICAL DWGS. FORCE AND WITHOUT EXCESSIVE BODY PAPER TOWEL MOVEMENT. HOLDER TOILET ACCESSORIES (FOR EACH ROOM) G.C. TO PROVIDE AND INSTALL ALL TOILET ROOM ACCESSORIES MIRROR: 2' -0" X 3 -0" SURFACE MOUNT TOILET PAPER HOLDER (ROLL TYPE) PAPER TOWEL HOLDER (ROLL TYPE) - SURFACE MOUNT GRAB BARS: - BOBRICK #6206 SERIES OR EQUAL - SEE ELEVATION NOTES FOR LENGTHS REQUIRED INSTALL TOILET ACCESSORY UNITS IN ACCORDANCE WITH ADA AND MANUFACTURER'S STANDARD DETAILS. PROVIDE BLOCKING IN WALL AS REQUIRED FOR ADEQUATE SUPPORT OF ALL GRAB BARS AND ACCESSORIES. WAINSCOT CAP (FR WAINSCOT (1) BOLT SAME DIA. AS WEB BARS (7/16" MIN.) •• • W/ 1 1 /4 "x1 1 /4 "x3/16" PLATE WASHER % % % % % % % % % %% -6" BAR AT SIDE STUD TO TRACK •••••••••••••• •••••••••••••O••••O••••••••••• %o! % % % % % % % % % % % % % % STAINLESS STEEL J MOLD 3'-3" 2. LAVATORY TO BE PROVIDED W/ FAUCET CONTROLS OPERABLE W/ ONE HAND AND NOT REQUIRING GRASPING, PINCHING, OR TWISTING. 3. LAVATORY TO BE PROVIDED W/ NON - ABRASIVE SURFACE UNDERNEATH. 4. GRAB BARS TO HAVE A 1 1 /2" TO 1 1 /4" CROSS SECTION MOUNTED 33" TO 36" A.F.F. 5. PROVIDE ACCESSIBLE DOOR SIGNAGE AT 60" A.F.F. TRACK _ _ _ _ UNISTRUT P5500 CHANNEL - SPAN - 31.5H ( I MIRROR INSUL. PIPES (HOT WATER 8L DRAIN) 7/16" DIA. BOLT MIN. (2) EXIST. JOISTS - MAX. JOIST SPACING = 10' -0" (UNISTRUT 6' -0" • _ r / 5/" GYP. BD. ON MTL STUD FRAMING �O SV1 - EXTEND UP ( ) WALL 6" WATERPROOF [MEMBRANE - v / /X / / ' -6" ��vi , + MIN. CONTINUOUS__ UNISTRUT + + O.C. WHEN SUPPORTING UNISTRUT _ & STUD FRAMING THAT IS PARALLEL x,12" MAX. �� 6 12" 2' -0" 3'-0" LG. GRAB BAR AT REAR I MIN #10 SCREW THRU TRACK & STUD TO UNISTRUT :.. 1 I' V �� TO JOIST) JOIST FRAMING PERPENDICULAR TO EXIST. ROOF JOISTS \ \ \ \ o °�Z x c " Z �} _ °� CV • _ °4 ` 1 ��' u Le 0, • '�; u CV #10 ADDITIONAL SCREW STUD TO - -' \ Z N �,.% fV WV 7 �� 7 = o, � I'�Iti���.7 ■■■_ . -- ill 3'.-0 1 8" MIN. KNEE CLEAR UNISTRUT STUD FRAMING PARALLEL TO JOISTS _�� 1 . (SV1 ) - SEE DETAIL MAX- 1' -6" 42" MIN 1 -6" 6. PROVIDE WATERPROOF MEMBRANE AT FLOOR 2'40,' ,`y . MIN. TOE CLEAR AND TO A MINIMUM OF 6" UP WALLS. TYP. 3' -6" LG. GRAB ENTIRE TOILET ROOM (AS REQ'D BY MALL) - TYP. -�( 19 / A5.0 MIN. BAR AT SIDE 1 RECEIVE TOILET PAPER HOLDER A B C D O 7. WHERE TOILET IS EXISTING TO REMAIN G.C. O 1' -7" A.F.F. TO O TO VERIFY EXIST. TOILET ROOM CONDITIONS FEB 112011 CENTERLINE, MAX. 12" AND INSTALL ALL ITEMS NECESSARY FOR FROM FRONT OF TOILET ACCESSIBILITY COMPLIANCE. P-5. , :O 4 CENTER 20 FRAMING CONN. TO BAR JOISTS 1 9 WATERPROOFING DETAIL 1 8 ACCESSIBLE TOILET ROOM ELEVATIONS NO SCALE SCALE: 6" = 1' -0" SCALE: 1 1 /2" = 1' -0" ,: 0 PLI U Q M Zti M '0 9, N EL < =0 0J Ln Z Ln Q .- N PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEIJ 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: Randall A. Nelson, P.E. 14817 West 95th Street Lenexa, KS 66215 TEL., 913.322.5150 FAX: 913.322.5155 COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE THE REOPIENT OF THIS DOCUMENT'S HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS-BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABIUTY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND 10 INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPO01 DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF MS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY M5 DOCUMENT UPON COMPLETION OR TERMNATION OF WORK PERFORMED N CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL RP ISTERED RC ITECT ilAVID .. Iithlt STATE OF WASHINGTON PROJECT TITLE: W 0 WESTFIELD SOUTHCENTER No.L Revision Description Date SHEET TITLE: DETAILS PROJECT NO.: SHEET NUMBER: 10313 DRAWN BY: A5.O VEK ISSUE DATE: 01/26/11 O.F.C.I. FYPON TRIM CROWN MOLDING - (PT2) - IT IS VERY IMPORTANT TO USE A TOP QUALITY, URETHANE CONSTRUCTION ADHESIVE SUCH AS PL PREMIUM ADHESIVE FOR INSTALLATIONS. USING THIS ADHESIVE ON O.F.C.I. ACCENT WALL SYSTEM O.F.C.I. VINYL SIGNAGE W/ THE (PT1) ALL JOINTS (COVERING THE JOINT COMPLETELY) AND ALONG THE BACK ENSURE THE HIGHEST INSTALLATION. WORDS "LIFE" AND "MOMENTS" IN O.F.C.I. VINYL SIGNAGE W/ THE OF THE MOULDING WILL QUALITY PIN MOUNTED SINTRA LETTERS WORD "FRIEND" IN A PIN (PT1) (PT1) MOUNTED SINTRA LETTER Y2 CLEAR TEMP. GLASS BEYOND WITH Y° BUTT JOINTS -ALL EXPOSED EDGES TO BE POLISHED / / / // /9/9)/N • / 'O IN ink Life u mt- w.Lw ...4 . «w"&a Lae! 4,.. Ich, . A f 7 : ,. 1. ,j issomeauethatknows ", ° /,.. „.,.. „a:. ^ •w L.te7. emgt O O.F.C.I. NEW VINYL GRAPHIC APPLIED TO INSIDE OF GLASS - MOUNT AT 2' A.F.F. TO BOTTOM 8V -0" 1 / \ / \ / L-J ! ! —� , / / _ / r\ ///\I/// / �/ / / ° - — - ! ! + ! ! ! i t -0” -TYP. _ _ , j Ooo'P Nero / / \ / \ / \ . — - .—: i I ! I ! !---� / % % /�— 1 J —J i I ! ; j ! ! NOTE: VINYL WALL SIGNAGE INSTALLED BY SIGN VENDOR _ i 1 ! \ / i I I R L _ I W/ PLASTIC COORDINATE W/ AND OWNER SHELF FIXTURE (T1) - WRAP TILE BACK TO RECESSED GLAZING / 6' BRUSHED ALUMINUM F BASE OR EQUAL) \ lk NISH O.F.C.. WALL FIXTURES - COORDINATE WITH FIXTURE O.F.C.I. SHELVING MANUFACTURER AND OWNER - TYP. READERS - MANUFACTURER NOTE: DO NOT APPLY BASE TO WALL PANEL SYSTEM - TYP. (STYLMARK CHANNEL - TYP. (T1) - TYP. PAIR OF 1 /2” CLEAR TEMPERED GLASS DOORS, TRANSOM AND (T1) (WB1)- TYP. AT ALL SALES AREAS WITHOUT CABINETS SIDELIGHTS 5 INTERIOR ELEVATION INTERIOR ELEVATION SCALE: 1 /4" = 1' -0" SCALE: 1 /4" = 1' -0" O.F.C.I. FYPON TRIM CROWN MOLDING - (PT2) - IT IS VERY IMPORTANT TO USE A TOP QUALITY, URETHANE CONSTRUCTION ADHESIVE SUCH AS O.F.C.I. ACCENT (18" DEEP) MOUNTED BLOCKING AS WITH FIXTURE O.F.C.I. OVERHEAD CABINETS (18" DEEP) WITH TASK LIGHTING MOUNTED UNDERNEATH - PROVIDE BLOCKING AS REQUIRED - COORDINATE WITH FIXTURE MANUFACTURER O.F.C.I. FYPON TRIM CROWN MOLDING - (PT2) - IT IS VERY IMPORTANT TO USE A TOP QUALITY, URETHANE PL PREMIUM ADHESIVE FOR INSTALLATIONS. USING THIS ADHESIVE ON WALL SYSTEM ALL JOINTS (COVERING THE JOINT COMPLETELY) AND ALONG THE BACK O.F.C.I. VINYL SIGNAGE W/ (PT1) CONSTRUCTION ADHESIVE SUCH AS PL O.F.C.I. - GRAPHIC FRAME - HOLD FRAME PREMIUM ADHESIVE FOR DOWNY" FROM FYPON TRIM ABOVE INSTALLATIONS. USING THIS ADHESIVE ON ALL JOINTS (COVERING THE JOINT COMPLETELY) AND ALONG THE BACK OF THE MOULDING WILL ENSURE THE HIGHEST QUALITY INSTALLATION. THE WORD "GIFT" IN A PIN MOUNTED SINTRA LETTER L (PT1) O.F.C.I. OVERHEAD CABINETS - O.F.C.I. STORAGE CABINET \o'\ �.. OF THE MOULDING WILL ENSURE THE HIGHEST QUALITY INSTALLATION. PT1 ( ) - WITH TASK LIGHTING UNDERNEATH - PROVIDE REQUIRED - COORDINATE MANUFACTURER LIGHT FIXTURES ^ 7,_or fmmafi 'cadisaw�ehfDe'3'°m'happineffi« �,�'� ��\ �,�'� ANN \ (PT1) �r .' -� �. i .' � i O.F.C.I. SHELVING W/ PLASTIC SHELF \ \ �\ \ \ / / / \ \ \ ' ! ! ! - ir READERS - COORDINATE W/ FIXTURE MANUFACTURER AND OWNER - TYP. O.F.C.I. WALL FIXTURES ! I i ! ! 1 i ! / ___ I - MANNUFACTUR RIAND OWNER - TYP. FIXTURE B 1) TYP. AT ALL SALES ❑ ❑ ❑❑ \ ! I I _ li / / _ / o N I NOTE: VINYL WALL SIGNAGE INSTALLED BY SIGN VENDOR (W - AREAS WITHOUT CABINETS �01� � ! tr r� O.F.C.I. WALL FIXTURES - O.F.C.I. SHELVING W/ PLASTIC SHELF (WB1) - TYP. AT ALL SALES COORDINATE WITH FIXTURE READERS - COORDINATE W FIXTURE MANUFACTURER AND OWNER TYP. / O.F.C.I. STORAGE CABINET ur O.F.C.I. ENGRAVER CABINETS WITH NOTE: DO NOT APPLY BASE TO WALL PANEL SYSTEM - TYP. DR NOTE: DO NOT PANEL SYSTEM - WALL COUNTERTOP - COORDINATE WITH FIXTURE MANUFACTURER AREAS WITHOUT CABINETS - MANUFACTURER AND OWNER TYP. - O.F.C.I. - O.F.C.I. - WRAP DESK TRAYS 10 INTERIOR ELEVATION INTERIOR ELEVATION SCALE: 1 /4" = 1' -0" SCALE: 1 /4" = 1' -0" 36" WIDE ACCESSIBLE SERVICE COUNTER AT 34" A.F.F. CASHWRAP DROP LEAF Q` (SHOWN FOLDED DOWN) �.� rRR..� SHELVING LEGEND / /// ELFA SHELVING (FLOOR TO 10' -0" AFF) �� , 4 1p ELFA SHELVING (7' -0" AFF TO 10' -0" AFF) . O.F.C.I. WALL FIXTURES - COORD. WITH FIXTURE MANUFACTURER �� AND OWNER -TYP. 39 -4)/8 , „ 1 -1 OY2 (111111141111W., AM A.-am va.N GC TO PROVIDE AND INSTALL - STANDARD WALL MOUNTED COAT RACK AT 4 6 A.F.F. - PROVIDE BLOCKING AS REQUIRED - SHALL NOT N • ,...\K , ij-. :7-. � WSE -L WSE -R vim COOL . • LE _ WSE WSE -L WSE -R WSE _ — REVIEWEp FOR CODE COMPLIANCE �I��O?�� E'� Mari U y u (� T kk�nla 44" WIDE EGRESS PATH `�� Of I IFI BUILDING DIVISION - 0 II f — \ \ —L F.D ® - _.__ , 1 I En 1 _ - -- - - r— \ \ I 30'x4 @" ` [FLOOR a 1 _ - - -- - �� O.F.C.I. FLOOR FIXTURES - - _ -- - — — I i I f- —� I -- – — PROTRUDE MORE THAN 4" FROM WALL FIRE EXTINGUISHER W/ 2A10 -BC RATING (COMPLY WITH BUILDING CODE, FIRE CODE & NFPA 10) -- __I__ B1 1lh\N / -. r - I 1 81 - S ri - __L__ - - - - - \ J B, `�' B, ij ■ il . N - -B2 -FI V- - `� / \ I - -- - - / - -- - _1_ O Q 3 li 0 - - a BRACKET MOUNTED @ 48" A.F.F. / w LillU■— © -` 20 z / F 1 .0 n I- SCALE: I — — / 4' -4 %' II■ "NW 0. Lin oD v Alt♦ ■ �•� ■ a E F .O -.IS _ m-mell / 0 t G / F 1 .0 - GC TO PROVIDE AND INSTALL ,R 1 -M -TS -4890 ■ ■ N ill if O.F.C.I. BATTERY OPERATED FRONT - : - — Ili `.� k DOOR CHIME - COORDINATE W/ OWNER FOR LOCATION RECEIVED J 0 1 1111111! II!• !.__WSE-1. ■ ■ ■ I I 24"X48" PIN BOARD ABOVE DEED- ' ; p qq 1 9 FEB D L 1 Zo1l ENGRAVER -2 PROVIDE BLOCKING AS REQUIRED 11...:zz�\��`t. ir .-.- k' — � Nn n B1 B1 WSE -R __ WSE -L fB1 I — — " �+ ��., .I.�L���T�� �`��`t: �� \� `\ \tom`\ -..:m. \`.1. \t \` z\_ \` zaty -- - - -- tt.= — 15' -10" 32' -Oya' 1,-30 3 NOTES: O.F.C.I. OVERHEAD CABINETS (18" DEEP) WITH TASK LIGHTING MOUNTED UNDERNEATH - PROVIDE BLOCKING AS REQUIRED - COORDINATE WITH FIXTURE MANUFACTURER 1. REFER TO T.R. SCHEMATIC FOR FINAL FLOOR FIXTURE LOCATION 2. G.C. TO SUPPLY 2 DRAWER FILE CABINET (WHITE) 3. FLOOR FIXTURES TO BE POSITIONED WITH 3' -0" MIN. ACCESS AISLES 2 0 — 19 FIXTURE. PLAN SCALE: 1 /4" = 1' -0" SCALE: - H FAf SIMII F. 11'17/1 P4 a. •- Jb Iw F y g::::Li w =O J O-' in. -a t/7 PROJECT TEAM: Architect: Epoch Design Group, Inc. 1155 Olivette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL: 314.721.1340 FAX, 314.721.0344 M. E. P. & F.P. Engineer: Randall A. Nelson, P.E. 14817 West 95th Street Lenexa, KS 66215 TEL: 913.322.5150 FAX 913.322.5155 COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR VSE OF THIS DOCUMENT IS NOT TRANSFERABLE THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT 1115 RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS, THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WDH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES NOT CONSTITUTE AS -BUILT CONDITIONS. THE RECIPIENT RETAINS THE OBLIGATION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ML DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC., WITH RESPECT TO ALL ASPECTS OF THE WORK EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENTS INTENDED USE THE RECIPIENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTRIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED IN CONJUNCTION WITH THIS PROJECT. PROFESSIONAL SEAL: 7879 REGISTERED - CHITECT VID R. GLOVER STATE OF WASHINGTON , PROJECT TITLE: uJ V) 0 M 0 co Z w O cc N No.A Revision Description Date SHEET TITLE: FIXTURE PLAN & ELEVATIONS PROJECT NO.: SHEET NUMBER: 10313 DRAWN BY: F1.O VEK ISSUE DATE: 01/26/11 0- 0- 0- TENANT SUB - METER, COORDINATE LOCATION AND METER MODEL WITH LANDLORD LEVEL 2 3/4" CEILING LAV -1 1/2" WC -1 1/2" EWH -1 FLOOR LINE WATER RISER DIAGRAM LEVEL 2 CEILING FLOOR LINE - T 3" r 3" WC -1 -- - - - --� 2" 2" FURNISH AND INSTALL TRAP PRIMER FOR FLOOR DRAIN (TYP) WASTE RISER DIAGRAM FURNISH AND INSTALL 7 -DAY PROGRAMMABLE THERMOSTAT WITH AUTO CHANGE -OVER FROM HEATING /COOLING. INSTALL AT 36 "AFF, PROVIDE LOCKABLE COVER. THERMOSTAT SHALL BE COMPATIBLE WITH EXISTING HVAC UNIT. PROVIDE AND INSTALL NEW SPLIT SYSTEM AS SCHEDULED, SUSPEND FROM STRUCTURE PER LANDLORD REQUIREMENTS. FIELD INSTALL MIXING BOX AND CONNECT OUTDOOR AIR DUCT TO LANDLORD PROVIDED OUTDOOR AIR MAIN DUCT, FIELD VERIFY EXACT LOCATION. FURNISH AND INSTALL GALVANIZED STEEL DUCTWORK, SIZES AS NOTED ON DRAWINGS. DUCTWORK SIZES ARE CLEAR INSIDE DIMENSIONS. REFER TO SPECIFICATIONS FOR INSULATION REQUIREMENTS. SPRINKLER SYSTEM SHALL BE MODIFIED AS REQUIRED TO SERVE THE NEW LAYOUT SHOWN ON THE DRAWING. NOTIFY THE MALL MANAGER 72 HOURS BEFORE SPRINKLER SHUTDOWN IS REQUIRED AND PAY ALL MALL CHARGES FOR SPRINKLER SHUTDOWN. CONNECT TO LANDLORD'S EXISTING SPRINKLER LINE AND TO CONNECTIONS THAT EXIST IN THE SPACE TO ACCOMMODATE THE NEW SPRINKLER LOCATIONS. CONCEALED SPRINKLER HEAD IN TOILET ROOM, AND PENDANT HEAD ABOVE TOILET ROOM. INSTALL NEW RESTROOM EXHAUST FAN, ROUTE 6 "0 ROUND DUCT TO LANDLORD PROVIDED EXHAUST MAIN DUCT.. INSTALL SENSOR AT 60 "AFF, SENSOR SHALL BE COMPATIBLE WITH THERMOSTAT. ROUTE 3/4" COLD WATER LINE BACK TO COLD WATER MAIN IN SPACE, FIELD VERIFY EXACT LOCATION. ROUTE 4" SANITARY LINE BACK TO SANITARY MAIN IN SPACE, FIELD VERIFY EXACT LOCATION. 11 NEW CONDENSING UNIT ON ROOF, COORDINATE LOCATION AND INSTALLATION WITH LANDLORD. ROUTE REFRIGERANT PIPING PER MANUFACTURER'S RECOMMENDATIONS, DO NOT EXCEED MAXIMUM LINE LENGTH. 12 16X14 RETURN AIR DUCT, END OPEN WITH 1/2 "x1/2" WIRE MESH SCREEN. . ALL OF THE MECHANICAL WORK IS NOT NECESSARILY SHOWN OR NOTED ON THESE DRAWINGS. THE CONTRACTORS SHALL VISIT THE JOB SITE AND VERIFY ALL EXISTING CONDITIONS RELATED TO THEIR WORK BEFORE BIDDING. NOTIFY THE OWNER OF ANY DISCREPANCIES. THOSE ITEMS NOT SHOWN OR NOTED BUT WHICH ARE DEEMED NECESSARY FOR REMOVAL OR RELOCATION BY OWNER'S REPRESENTATIVE SHALL BE PART OF THIS CONTRACT. THE SUBMISSION OF PROPOSALS SHALL BE CONSIDERED EVIDENCE THAT THE CONTRACTORS HAVE .VISITED THE SITE. NO EXTRA PAYMENTS WILL BE ALLOWED THESE CONTRACTORS CLAIMS FOR EXTRA WORK MADE NECESSARY BY THEIR FAILURE TO VISIT THE SITE. GUARANTEE ALL EQUIPMENT AND MATERIAL INSTALLED UNDER THIS CONTRACT TO BE FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE AND REPAIR OR REPLACE WITHOUT COST TO THE OWNER ANY EQUIPMENT WHICH IS DEFECTIVE, OR IMPROPERLY INSTALLED. IN ADDITION, ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE TO THE BUILDING AND ITS CONTENTS OR OTHER EQUIPMENT CAUSED BY DEFECTS OR IMPROPER INSTALLATION OF EQUIPMENT OR MATERIALS INSTALLED UNDER THIS PORTION OF THE WORK. 4. ALL WORK SHALL BE COMPLETED AND INSTALLED ACCORDING TO STATE AND OR LOCAL CODES, AND ALL LANDLORD CRITERIA. 5. PAY FOR ALL REQUIRED PERMITS AND INSPECTIONS AND PROVIDE A CERTIFICATE OF INSPECTION. REVIEW ALL LANDLORD REQUIREMENTS AND INSTALL ALL MATERIALS AND EQUIPMENT AS DIRECTED BY THE LANDLORD'S REPRESENTATIVE AND AS REQUIRED BY THE LEASE DOCUMENTS. VERIFY THE REQUIREMENTS BEFORE SUBMITTING A BID. 7. VERIFY THE SIZE, LOCATION AND CONDITION OF THE EXISTING DUCTWORK, EQUIPMENT AND CONTROLS THAT ARE TO REMAIN. NOTIFY THE OWNER OF ANY DISCREPANCIES. REPLACE EXISTING COMPONENTS IF INADEQUATE FOR THE NEW REQUIREMENTS OR INOPERABLE. COORDINATE REPLACEMENT COMPONENT SPECIFICATIONS WITH THE LANDLORD'S FIELD REPRESENTATIVE. 8. FIVE (5) COPIES OF ALL SHOP OR EQUIPMENT DRAWINGS SHALL BE SUBMITTED TO THE OWNER. THESE DRAWINGS SHALL BE CLEARLY MARKED INDICATING WHICH ITEMS ARE TO BE SUPPLIED AND SHALL STATE CAPACITIES, SIZES, REQUIRED INSPECTION LABELS AND GENERAL DESCRIPTION OF ALL EQUIPMENT AND FIXTURES. 9. ALL AIR INTAKES AND EXHAUSTS NEED TO BE SEPARATED BY A MINIMUM OF 10' -0 ". 10. NO COMPONENTS MAY BE ABANDONED IN PLACE WITHOUT PERMISSION FROM THE OWNER. ALL COMPONENTS THAT ARE NOT REUSED MUST BE REMOVED. 11. VERIFY ALL CLEARANCES AROUND NEW AND EXISTING EQUIPMENT. 12. ALL WORK SHALL BE COMPLETED ACCORDING TO STATE AND OR LOCAL CODES AND TENANT CRITERIA HANDBOOK. PLUMBING PLAN SCALE: 1 /4" = 1' -0" PLUMBING RISERS KEY NOTES GENERAL NOTES MECHANICAL SYMBOLS LEGEND TO /OS THERMOSTAT /SENSOR _.m- FLEXIBLE DUCT VOLUME DAMPER FIRE DAMPER FD CEILING SUPPLY AIR DIFFUSER CEILING RETURN AIR GRILLE SIDEWALL AIR DIFFUSER OR GRILLE NEW DUCTWORK EXISTING DUCTWORK — D — CONDENSATE DRAIN — G — GAS PIPING PIPE TURNING DOWN PIPE TURNING UP —O --f— BALL VALVE 0 CONNECTION OF NEW TO EXISTING —N CHECK VALVE GAS COCK • —IV— STRAINER AFF ABOVE FINISHED FLOOR ETR EXISTING TO REMAIN AIR DEVICE # S - SUPPLY R RETURN - CFM E - EXHAUST FIRE PROTECTION SYMBOLS LEGEND OE EXISTING SPRINKLER HEAD • CHROME PENDANT SPRINKLER HEAD O UPRIGHT SPRINKLER HEAD O CONCEALED SPRINKLER HEAD ►1 SIDEWALL SPRINKLER HEAD PLUMBING SYMBOLS LEGEND - - - COLD WATER - - -- HOT WATER. SANITARY DRAIN SANITARY VENT VTR VENT THROUGH ROOF PLUMBING TRAP DD CO CLEAN OUT PRESSURE REGULATING VALVE(PRV) 50 PSI — CA — COMPRESSED AIR FCO FLOOR CLEAN OUT NOTE: EXISTING CONDITIONS WERE TAKEN FROM SITE VISITS AND MAY NOT REFLECT EXACT "AS— BUILT" CONDITIONS. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. ALL HVAC EQUIPMENT AND CONTROLS MUST BE LOCATED FOR PROPER ACCESS FOR MAINTENANCE AND REPAIR, WHETHER INSTALLATION IS EXISTING OR NEW. EXISTING EQUIPMENT AND CONTROLS SHALL BE RELOCATED BY THIS CONTRACTOR IF REQUIRED. 22x12 �3L SEPARATE' RM APPRov AND REQUIRED RECEIVED FEB 112011 PERIAT CENTER F-C) .tc PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 011vette Exec. Pkwy. Suite 100 St. Louts, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: Randall A. Nelson, P.E. 14817 West 95th Street Lenexa, KS 66215 TEL: 913.322.5150 FAX 913.322.5155 COPYRIGHT DISCLAIMER: THI3 DOCUMENT 13 THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIOHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION PROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE THE RECIPIENT OF THIS DOCUMENTS HERESY MAIM THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS, THE DOCUMENT IS TO SE USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OF ANY PORTION OP THE DOCUMENT N ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT 13 FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES 1�((QQ7.CONSTITUTE AS-WET CONDITIONS. THE RECIPIENT ROANS TRIM 11.IGA7ION TO VERIFY THE CONDITION! OP THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OP THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OP THE DOCUMENT FOR THE RECIPIENT'S WENDED USE THE RECIPENT SPECIFICALLY AGREES TO WM'E AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED M A RESULT OF PROPER OR IMPROPER WE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED N CONJUNCTION WITH THE PROJECT. PROFESSI I 'LSE ; ,. PROJECT TITLE: o NO W N 20 LEGEND 9 MECHANICAL & SPRINKLER PLAN " I SCALE: 1 /4" = 1' -0" No.A Revision Description Date SHEET TITLE: MECHANICAL FLOOR PLAN PROJECT NO.: SHEET NUMBER: 10313 DRAWN BY: JCC ISSUE DATE: 01/26/11 M1.0 SEE HEAT PUMP UNIT ON ROOF MOUNTING DETAIL SERVICE VALVES SIGHT GLASS FILTER DRYER REFRIGERANT PIPING SEE PIPE PENETRATION DETAIL —ROOF PENETRATION PER LANDLORD RS RL 1. Roof AHU Ceiling Floor SUPPORT RODS WITH VIBRATION ISOLATORS COND. DRAIN, REF. PLUMBING PLANS FAN GUARD CONDENSING UNIT CONDENSER COIL INSTALL UNIT ON ROOF PER LANDLORD'S REQUIREMENTS CONDUIT — POWER AND CONTROL SIGHT GLASS WITH MOISTURE INDICATOR FILTER =DRYER REFRIGERANT LIQUID LINE SUCTION LINE WITH INSULATION ROOF CAP AND CURB SPLIT SYSTEM AIR HANDLER DETAIL CONDENSING UNIT DETAIL CONNECTION FULL SIZE OF RETURN AIR GRILLE — W 1/2 x W 24" MIN RETURN AIR GRILLE —' AIR FLOW EWH -1 FIN. FLOOR SINK OR LAV. FLOW CONTROL 5 GPM COLD WATER STOP VALVE (DUAL OUTLET) NOTE: POINT OF USE WATER HEATER SHALL BE POSITIONED SO AS NOT TO ENCROACH INTO ANY REQUIRED WHEELCHAIR ACCESS CLEARANCES BENEATH THE LAVATORY AND SHALL BE SHEILDED AGAINST HUMAN CONTACT 10 RETURN GRILLE BOOT DETAIL POINT OF USE WATER HEATER 15 DEG BELL MOUTH FITTING = D +3 ROUND DUCT SQUARE DUCT 45' TAKE -OFF ti SQUARE TO ROUND TRANSITION SQUARE DUCT ROUND DUCT 45' TAKE -OFF BRANCH DUCT TAKEOFFS &TRANSITIONS BOTTOM OF STRUCTURE LOADS MUST BE HUNG WITHIN 6" OF PANEL POINTS. ROOF RECTANGULAR DUCT ANGLE OR UNISTRUT RECTANGULAR DUCT PERPENDICULAR TO STRUCTURE, ROOF L:. THREADED ROD (TYP) ANGLE OR UNISTRUT HANGER STRAP SEE NOTE 1. 1" MIN 60" (MAX) SHEET METAL SCREWS SEE NOTE 2. (TYP) RECTANGULAR DUCT PARALLEL TO STRUCTURE NOTE: 1. USE THREADED ROD FOR ALL DUCTS LARGER THAN 60"0 WIDE. 2. SHEET METAL SCREWS MAY BE OMITTED IF HANGER STRAP IS CONTINUOUS AND LOOPS UNDER ENTIRE DUCT. RECTANGULAR DUCT SUPPORT DETAIL PROVIDE FULL SIZE HARD ELBOW FOR TRANSITION TO VERTICAL PRE- INSULATED FLEXIBLE DUCT AS REQUIRED, INSTALL FULLY STRETCHED, PERMANENTLY SEALED AND SUPPORTED TO PREVENT KINKING AND SHARP TURNS PROVIDE FIRE RATED SUPPLY DIFFUSERS AND RETURN GRILLES FOR FIRE RATED CEILINGS. CEILING DIFFUSER WITH DAMPER AS SCHEDULED DIFFUSER DETAILS HIGH EFFICIENCY TAKEOFF EXTERNALLY INSULATED 1111 I1 111 II UIf 11111;11'JIPII =MEM1 1#111Il 11111111U I1 it WORM GEAR DRAWBAND (TYPICAL) NYLON BAND OVER INSULATION (TYPICAL) VOLUME DAMPER AND DAMPER LOCK WITH EXTENSION INSULATED DUCT A. ALL PIPING AND HEADS SHALL BE INSTALLED PER LATEST EDITION OF NFPA 13. HEAD SPACING SHALL BE BASED UPON THE ORDINARY HAZARD SCHEDULE. ALL SPRINKLER PIPING SHALL BE SCHEDULE 40 BLACK IRON. SCHEDULE 10 PIPING IS PERMISSIBLE IF ACCEPTABLE TO THE LANDLORD. HYDRAULICALLY CALCULATE SYSTEM AND SUBMIT COPIES OF THE CALCULATIONS TO THE AUTHORITY HAVING JURISDICTION AND THE LANDLORD. PREPARE SHOP DRAWINGS FOR SUBMITTAL TO THE AUTHORITY HAVING JURISDICTION AND THE LANDLORD BEFORE FABRICATION. C. TWO COPIES OF THE APPROVED SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER AND THE LANDLORD PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. . PROVIDE FOR INSPECTION TESTING AND APPROVAL BY THE AUTHORITY HAVING JURISDICTION AND THE STATE INSPECTION BUREAU AS REQUIRED. . PROVIDE SIGNED CERTIFICATE OF COMPLETION COPIES TO BE GIVEN TO OWNER'S REPRESENTATIVE, INSURANCE REPRESENTATIVE, AND PROJECT OFFICE. . HOLD ALL SPRINKLER LINES AS HIGH AS POSSIBLE TO MAINTAIN 18" CLEARANCE ABOVE STOCK SHELVING. G. SPRINKLER HEADS IN SALES AREA SHALL BE CONCEALED TYPE WITH WHITE COVER PLATES. UPRIGHT PENDANT HEADS SHALL BE USED IN ALL AREAS WITHOUT A CEILING. PENDANT HEADS WITH ESCUTCHEON. PLATES SHALL BE USED IN ALL STOCKROOM AREAS /RESTROOMS WITH LAY -IN OR GYPSUM BOARD CEILINGS. SPRINKLER HEAD TEMPERATURE RATINGS SHALL BE 1657 IN SALES AND STOCK AREAS AND 2127 IN DISPLAY WINDOWS AND LIGHTING FIXTURE CANOPIES OR AS REQUIRED BY LANDLORD'S INSURANCE AGENCY AND LOCAL AUTHORITIES. SPRINKLER HEADS SHALL BE QUICK RESPONSE TYPE. ALL SEMI - RECESSED AND CONCEALED HEADS SHALL BE WHITE. H. VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS WHICH WILL AFFECT THE WORK. PROVIDE ALL REQUIRED PIPING AND OR REVISIONS TO PIPING AS NEEDED FOR A COMPLETE SPRINKLER SYSTEM WHICH IS APPROVED AND ACCEPTED BY LOCAL AUTHORITIES. SPRINKLER SHOP DRAWINGS UNDER SEPARATE COVER. SUPPLY SPRINKLER SHOP DRAWINGS AND APPLY TO BUILDING DEPARTMENT (REQUIRED). LANDLORD DESIGNATED CONTRACTOR TO PERFORM ALL SPRINKLER MODIFICATIONS. SYSTEM MODIFICATIONS SHALL BE SCHEDULED IN ADVANCE WITH THE LANDLORD'S FIELD REPRESENTATIVE. THE SPRINKLER SYSTEM SHALL BE FULLY CHARGED AND OPERATIONAL WHEN THE CONTRACTOR IS OFF THE SITE. ALL FIRE PROTECTION AND SPRINKLER SYSTEM WORK SHALL BE IN ACCORDANCE WITH MALL'S INSURANCE AGENCY REQUIREMENTS. NFPA, STATE, COUNTY AND LOCAL FIRE MARSHALL. PLUMBING FIXTURE SCHEDULE TAG MANUFACTURER MODEL ACCESSORIES / COMMENTS WC -1 AMERICAN STANDARD "CADET 3" #3305.000 16 -1/2" HIGH ELONGATED (BARRIER FREE), 1.6 GPF, PRESSURE ASSISTED TOILET, VIRTEOUS CHINA COMPLETE TOILET WITH COLOR MATCHED PLASTIC SEAT AND COVER LAV -1 AMERICAN STANDARD "LUCERNE" 110355.012 WALL HUNG (BARRIER FREE) LAVATORY, 4" CENTERS FAUCET HOLES, VIRTEOUS CHINA, WHITE. FAUCET: "MONTEREY" 7501.170, 1.5 GPM WITH WRIST BLADE HANDLES AND GRID STRAINER FD -1 J.R. SMITH #2005 6"0 DIAMTER, CAST IRON BODY WITH FLASHING COLLAR AND ADJUSTABLE STRAINER TP -1 PRECISION PLUMBING "PRIME RITE" PR -500 CORROSION RESISTANT BRASS BODY, "0" RING SEALS, 1/2" INLET & OUTLET AND INTEGRAL VACUUM BREAKER. PROVIDE DISTRIBUTION AS REQURIED. WCO J.R. SMITH 4530S CAST IRON CLEAN OUT TEE, COUNTER SINK PLUG WITH GASKET AND STAINLESS STEEL COVER. EWH -1 EEMAX #SP3012 INSTANTANEOUS, 3.0 KW, 25 AMPS, 120V ELECTRIC WATER HEATER INSTALLED UNDER LAVATORY INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SET OUTLET TEMPERATURE TO 1107 NOTES: 1. COORDINATE WITH CONSTRUCTION MANAGER FOR SUBSTITUTIONS. GRILLE, REGISTER, AND DIFFUSER SCHEDULE MARK MANUFACTURER MODEL FACE TYPE MOUNTING LOCATION NECK SIZE (IN) FACE SIZE cIN) NOTE S1 TITUS OMNI PLAQUE LAY —IN 100 24 x24" A,B,C,D,E R1 TITUS 350RL LOUVERED LAY —IN 22x22 22 "x22" C,E NOTES: A. NECK SIZE SHOWN ON DRAWINGS. B. 4 —WAY THROW PATTERN UNLESS OTHERWISE SHOWN ON DRAWINGS. C. BAKED ENAMEL FINISH, WHITE, PAINT PER ARCHITECTS RECOMMENDATIONS. D. PROVIDE NECK FOR DUCT CONNECTION. E. FRAME TYPE TO MATCH CEILING CONSTRUCTION, COORDINATED WITH ARCHITECTURAL REFLECTED CEILING PLAN. FAN SCHEDULE . MARK MANUFACTURER MODEL MOUNTING CFM ESP (IN) DRIVE (BELT /DIRECT) POWER HP FAN RPM ELECTRICAL VOLTS/PH DISC. TYPE NOTE EF -1 COOK GC -144 CEILING 100 0.5 DIRECT 80.8 W 1054 120/1 SWITCH A —C NOTES: A. EXHAUST FAN SHALL BE INTERLOCKED WITH LIGHT SWITCH. B. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. C. PROVIDE WITH BACK DRAFT DAMPER. CONDENSING UNIT SCHEDULE MARK SERVICE MANUFACTURER MODEL NOMINAL TONNAGE COOLING CAPACITY ELECTRICAL NOTES TOT. SENS. MCA MOCP V /PH /HZ CU -1 AHU -1 TRANE 4TTA3048A 4 47 34.3 20 30 208/3/60 A —G NOTES: A. EQUIPMENT SIZED FOR 957 AMBIENT TEMPERATURE, SUMMER DB — 857 / WB — 657 AND WINTER DESIGN TEMPERATURE OF 25'F. C. INSTALL CONDENSING UNIT ON ROOF IN APPROVED LANDLORD LOCATION, ROUTE REFRIGERANT LINES DOWN THROUGH LANDLORD PROVIDED CHASE. D. DIVISION 16 SHALL PROVIDE DISCONNECT SWITCH. E. PROVIDE STARTERS FOR ALL MOTORS. F. SIZE AND INSTALL REFRIGERANT LINES PER THE MANUFACTURERS RECOMMENDATIONS, VERIFY WITH EQUIPMENT SUPPLIER REFRIGERATION LINE LENGTH AND SIZE. G. PROVIDE LIQUID LINE FILTER DRYER AND SIGHT GLASS. AIR HANDLING UNIT SCHEDULE MARK MANUFACTURER MODEL NOMINAL TONNAGE SUPPLY FAN COOLING COIL HEATING MIN 0/A CFM ELECTRICAL NOTE CFM ESP (IN) MIN. HP TH (MBH) SH (MBH) EAT (DB /WB) EER (SEER) INPUT KW MCA MOCP V /PH/HZ AHU -1 TRANE 4TEC3F55B 4 1500 _ 0.70 0.50 47 34.3 80 / 67 (13.25) 15 400 45 45 208/3/60 A —F NOTES: A. EQUIPMENT SIZED FOR AMBIENT TEMPERATURE OF 957, SUMMER DB = 857, WB = 65.'F, WINTER DB = 23T. B. PROVIDE WITH TWO SETS OF 2" THICK THROW —AWAY FILTERS. SEPA C. PROVIDE UNIT WITH FACTORY MOUNTED DISCONNECT. A�`h�'17+e D. PROVIDE SECONDARY DRAIN PAN WITH FLOAT SWITCH, UNIT SHALL SHUT DOWN UPON ALARM FROM FLOAT SWITCH. APE'bi A ^ E. SUSPEND UNIT FROM STRUCTURE. PROVIDE SPRING VIBRATION ISOLATORS AND SEISMIC BRACING PER IBC.. �"1/p ''1 [J F. FIELD INSTALLED, FACTORY PROVIDED MIXING BOX WITH DRY BULB CONTROLLER FOR ECONOMIZER CONTROL. �-ct'�OI/ ECEIVED FEB 112011 U ""(:) p.4 P.( O 0 v r z 0 x a W 1- PROJECT TEAM: Architect: Epoch Design Group, Inc. 1155 Olivette Exec. Pkwy. Sulte 100 St. Louls, MO 63132 TEL: 314.721.1340 FAX 314.721.0344 M. E. P. & F.P. Engineer: Randall A. Nelson, P.E. 14817 West 95th Street Lenexa, KS 66215 TEL: 913.322.5150 FAX: 913.322.5155 COPYRIGHT DISCLAIMER: THIS DOCUMENT IS THE PROPERTY OF EPOCH DESIGN OROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR US! OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS, THE DOCUMENT IS TO S! USED ONLY IN CONJUNCTION WITH THIS PROJECT. REUSE OP ANS PORTION OP THE DOCUMENT N ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES yup°L CONSTITUTE AS -BURT CONDITIONS. THE RECWRNT RETAINS ME-OBLIGATION TO VERIFY THE CONDMONS OF THE SUWECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUTABILTY OF THE DOCUMENT FOR THE RECIPIENT'S MENDED USE. THE RECIPIENT SPECIFICALLY AGREES TO WANE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAMS AOAMST EPOCH DESIGN GROUP, TS CONSULTANTS, ANY OF ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR MY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED N CONJUNCTION WTH THIS PROJECT. to, j5T,1�1. EzPls1„ 3 7fl PROJECT TITLE: W < U M u�Oc`ro. uZ, O Z W via cg to 0 W � No..6. Revision Description Date 20 FIRE PROTECTION SPECIFICATION 19 HVAC / PLUMBING SCHEDULES MECHANCIAL DETAILS AND SCHEDULES PROJECT NO.: SHEET NUMBER: 10313 DRAWN BY: JCC 2.0 //tISSUE DATE: 01/26/11 N N A. GENERAL D 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS (IF PROVIDED AS PART OF THE CONTRACT) ARE A PART OF THIS CONTRACT. 2. THE TERM "CONTRACTOR" SHALL MEAN THE "MECHANICAL CONTRACTOR HIRED TO COMPLETE THE WORK OUTLINED IN THESE PLANS AND SPECIFICATIONS" UNLESS OTHERWISE SPECIFIED. 3. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO REVIEW ALL DRAWINGS FOR ALL OTHER TRADES. 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ITS SUBCONTRACTORS WITH A FULL SET OF BID DOCUMENTS INCLUDING SPECIFICATIONS AND MUST COORDINATE ITS WORK AND INSPECTIONS AND THE WORK AND INSPECTION OF THEIR SUBCONTRACTORS WITH ALL OTHER TRADES ON SITE TO CONFORM WITH THE GENERAL CONTRACTOR'S TIME SCHEDULE. 5. BY SUBMITTING A QUOTATION OR PROPOSAL THE MECHANICAL CONTRACTOR EXPRESSLY STATES AND WARRANTS THAT: ALL DRAWINGS AND SPECIFICATIONS HAVE BEEN THOROUGHLY REVIEWED, CONTRACTOR HAS BECOME FAMILIARIZED WITH JOB SITE CONDITIONS AND IS TOTALLY QUALIFIED TO PERFORM ALL OF THE WORK REQUIRED. 6. BEFORE SUBMITTING A FINAL PROPOSAL THE CONTRACTOR SHALL EXAMINE THE SITE OF THE PROPOSED WORK TO DETERMINE THE EXISTING CONDITIONS THAT MAY AFFECT THE PROPOSAL. IF DISCREPANCIES ARE NOTED BETWEEN THE DOCUMENTS AND THE EXISTING CONDITIONS THE ARCHITECT SHALL BE NOTIFIED AND THE CONTRACTOR SHALL RECEIVE CLARIFICATION BEFORE SUBMITTING A BID. THE SUBMISSION OF A PROPOSAL SHALL INDICATE THAT ALL CHARGES AND COSTS MADE NECESSARY BY EXISTING CONDITIONS ARE INCLUDED AND THAT THE COMPLETE SYSTEM AS DESCRIBED HEREIN WILL BE FURNISHED AT THE PROPOSED COST. 7. WHEN USED, THE TERM "PROVIDED BY CONTRACTOR" SHALL BE INTERPRETED AS MEANING "FURNISHED AND INSTALLED BY RP MEANING R ITEMS INTERPRETED AS CONTRACTOR" WITH THE EXCEPTION WHERE M I E S "PROVIDED BY TENANT SHALL BE INTE D "FURNISHED BY TENANT (INSTALLED BY CONTRACTOR) ", EXCEPT WHERE NOTED OTHERWISE. Q, GENERAL REQUIREMENTS 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE COMPLETE AND FULLY FUNCTIONAL MECHANICAL SYSTEMS AS SHOWN ON THE DRAWINGS. CALLED FOR IN THE SPECIFICATIONS (IF SUPPLIED) AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT OR. CLOSELY BY THE MECHANICAL CONTRACTOR. II Y NOTED BY THE LANDLORD SHALL BE PROVIDED SPEC F CALL D AS BEING E COORDINATE THE ENTIRE INSTALLATION WITH LANDLORD AS REQUIRED. FIELD VERIFY THE EXACT TYPE, SIZE, LOCATION, REQUIREMENTS, ETC. OF EXISTING EQUIPMENT, PIPE AND DUCTS SERVING THE TENANT SPACE PRIOR TO SUBMISSION OF BID. 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE PROVIDED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS NECESSARY TO COMPLETE THE WORK OR WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE PROVIDED AS PART OF THE CONTRACT. 3. WHERE THE DRAWINGS AND / OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS STILL RESPONSIBLE FOR PROVIDING THE SYSTEM AS DESIGNED AND DESCRIBED ON THE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 4. THE CONTRACTOR SHALL OBTAIN AND COMPLY WITH DETAILED REQUIREMENTS OF LEASE EXTRACTS FROM THE LANDLORD AND TENANT. 5. COORDINATE LOCATIONS OF ALL AIR OUTLETS WITH ALL WALLS, LIGHTS, SPRINKLER HEADS, CEILING TILES AND DECORATIVE CEILING FIXTURES PRIOR TO INSTALLATION, 6. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATION, SERVICE, MAINTENANCE AND REPAIR. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT ACCESS TO ALL EQUIPMENT FOR SERVICE. 7. THE CONTRACTOR SHALL DO ALL CUTTING, CORE DRILLING, CHASING, OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THIS CONTRACT. CUTTING SHALL HAVE PRIOR APPROVAL BY THE TENANT'S CONSTRUCTION MANAGER AND THE LANDLORD OR LANDLORD'S REPRESENTATIVE. PATCHING SHALL MATCH FINISH OF SURROUNDING AREA. C. CODES 1. ALL WORK SHALL BE PERFORMED IN A NEAT AND PROFESSIONAL MANNER USING GOOD CONSTRUCTION PRACTICES. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF' THE LANDLORD'S CRITERIA; PROVINCE, COUNTY AND LOCAL CODES AND ORDINANCES; THE LATEST EDITIONS OF ASHRAE STANDARDS, THE LIFE SAFETY CODE, THE APPLICABLE BUILDING CODE, UNDERWRITERS LABORATORIES, THE NATIONAL ELECTRICAL CODE, NFPA 70, 90A AND 96 AND ALL OTHER APPLICABLE CODES ENFORCED BY AUTHORITIES HAVING JURISDICTION. THE CHANGES REQUIRED BY ANY APPLICABLE CODES SHALL BE INCLUDED IN THE BID. AFTER THE CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE TENANT TO THE CONTRACTOR. D. LICENSES. PERMITS. INSPECTIONS AND FEES 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS AND FEES REQUIRED OR RELATED TO THIS WORK. 2. FURNISH TO THE TENANT'S CONSTRUCTION MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. E. DRAWINGS 1, DRAWINGS (PLANS AND SPECIFICATIONS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. BECAUSE OF THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL DUCT AND PIPE OFFSETS, FITTINGS AND ACCESSORIES THAT MAY BE REQUIRED. THE MECHANICAL CONTRACTOR MUST OBTAIN APPROVED CONSTRUCTION DRAWINGS FROM THE GENERAL CONTRACTOR BEFORE BEGINNING ANY WORK. 2. THE LAYOUT SHOWN ON THE DRAWINGS IS BASED ON A PARTICULAR MAKE OF EQUIPMENT. IF ANOTHER MAKE OF EQUIPMENT IS USED WHICH REQUIRES MODIFICATION OR CHANGE OF ANY DESCRIPTION FROM THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE AS PART OF THIS WORK, FOR MAKING ALL SUCH MODIFICATIONS AND CHANGES, INCLUDING THOSE INVOLVING OTHER TRADES WITH THE COST THEREOF INCLUDED IN THE BID. IN SUCH CASE, CONTRACTOR SHALL SUBMIT DRAWINGS AND SPECIFICATIONS PRIOR TO STARTING WORK SHOWING ALL SUCH MODIFICATIONS AND CHANGES. THE PROPOSAL SHALL BE SUBJECT TO THE APPROVAL OF THE TENANT'S CONSTRUCTION MANAGER. F. EXISTING LEASE SPACE CONDITIONS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING MECHANICAL WORK IN THE SPACE NOT SHOWN TO BE REUSED IN THE NEW TENANT SPACE. 2. THE CONTRACTOR SHALL INCLUDE AND WILL BE HELD RESPONSIBLE FOR, THE REMOVAL OF ALL EXISTING FIRE PROTECTION, PLUMBING FIXTURES, PIPING, HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, DUCTWORK, ETC. AND ASSOCIATED ROOF CURBS NOT TO BE REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, PIPES, DUCTWORK AND EQUIPMENT PRIOR TO REMOVAL. ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED UNLESS NOTED FOR REUSE OR RECONFIGURATION ON PLANS. ROOF PATCHING SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE BY A ROOFING CONTRACTOR APPROVED BY THE LANDLORD. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF (ABOVE THIS SPACE) NOT APPLICABLE TO THE NEW WORK OR PART OF THE LANDLORD'S OR ANOTHER TENANTS ACTIVE SYSTEM MUST BE REMOVED AND ROOF/WALL /FLOOR PATCHED /REPAIRED TO MATCH THE EXISTING STRUCTURE. EXISTING ABANDONED PIPES, DUCTS OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT REUSED IN THIS PROJECT. IF REQUIRED BY THE LANDLORD OR CODES, ABANDONED PIPING AND /OR DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION PRIOR TO BID AND INCLUDE IN BID PROPOSAL. 3. ACTIVE LANDLORD OR OTHER TENANT SERVICES ENCOUNTERED IN WORK SHALL BE PROTECTED AND SUPPORTED. IF EXISTING SERVICES NOT ANTICIPATED REQUIRE RELOCATION, CONTACT THE TENANT'S CONSTRUCTION MANAGER IMMEDIATELY. ALL COSTS FOR REPAIR OF DAMAGES TO ACTIVE LANDLORD OR OTHER TENANT SERVICES DURING CONSTRUCTION SHALL BE PAID FOR BY THE CONTRACTOR CAUSING THE DAMAGE. 4. TIE -INS AND MODIFICATIONS TO EXISTING LANDLORD SERVICES MUST BE DONE WITH MINIMUM INTERRUPTION OF LANDLORD OPERATION AND DURING HOURS SPECIFIED BY THE LANDLORD. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING EXACT WORKING HOURS OF THIS WORK WITH THE LANDLORD PRIOR TO SUBMITTING THEIR BID. THE CONTRACTOR SHALL INCLUDE IN THEIR BID, ALL PREMIUM TIME REQUIRED TO PERFORM MODIFICATIONS DURING OTHER THAN NORMAL WORKING HOURS. ALL SUCH WORK MUST BE COORDINATED WITH THE LANDLORD. 5. EQUIPMENT AND MATERIALS IN TRANSIT SHALL UTILIZE FREIGHT ELEVATOR OR STAIRS. SAID EQUIPMENT OR MATERIALS SHALL BE DISASSEMBLED AS REQUIRED TO MEET THE RESTRICTIONS IMPOSED BY THE BUILDING OR ITS COMPONENT CONSTRAINTS AND THEN REASSEMBLED IN THE NEW WORK AREA. 6. ALL WORK SHALL BE DONE WITH A MINIMUM OF NOISE AND DISTURBANCE TO BUSINESS ROUTINE. ALL WORK SCHEDULES SHALL BE COORDINATED WITH AND APPROVED BY, THE TENANTS CONSTRUCTION MANAGER. 7. SINCE THESE ARE SECURE FLOORS, ALL DELIVERIES, WORKERS, WORK OPERATORS, ETC., REQUIRED BY THE CONTRACTOR FOR WORK PERFORMED IN ANY AREA OR SITE BUILDING SHALL BE IN STRICT CONFORMANCE TO THE RULES AND REGULATIONS OF THE OWNER. 8. CONTRACTOR SHALL PROTECT THEIR WORK AND EQUIPMENT FROM DAMAGE, VANDALS, ETC. ANY ITEM THAT IS DAMAGED, VANDALIZED OR STOLEN PRIOR TO ACCEPTANCE OF BUILDING BY OWNER AND ARCHITECT SHALL BE REPLACED BY RESPECTIVE CONTRACTOR AT NO CHARGE TO TENANT. 9. IT IS SPECIFICALLY THE INTENTION OF THIS SPECIFICATION TO HOLD THE CONTRACTOR RESPONSIBLE FOR ALL DAMAGE DONE TO ANY EXISTING FACILITIES, EQUIPMENT, PAINTING, OR ARCHITECTURAL AND STRUCTURAL FEATURES OF THE BUILDING, BY EITHER THEIR OWN WORKMEN OR BY ANY OF THEIR SUBCONTRACTORS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE DONE BY THEIR OWN WORKMEN OR SUBCONTRACTORS AND THE OWNER AT THEIR DISCRETION, MAY WITHHOLD PAYMENTS EQUAL TO THE REASONABLE COST OF THE REPAIRS. 10. THIS CONTRACTOR OR THEIR WORKMEN SHALL NOT BE PERMITTED TO USE ANY PART OF THE EXISTING BUILDING AS A SHOP WITHOUT THE APPROVAL OF THE OWNER AND ARCHITECT. 11. WHERE THE WORK MAKES TEMPORARY SHUTDOWN OF SERVICES UNAVOIDABLE, THEY SHALL BE MADE AT NIGHT OR AT SUCH TIMES AS WILL CAUSE THE LEAST INTERFERENCE WITH THE ESTABLISHED OPERATING ROUTINE. 12. THIS CONTRACTOR SHALL ARRANGE THE WORK SO AS TO ASSURE THAT SERVICES WILL BE SHUT DOWN ONLY DURING THE TIME ACTUALLY REQUIRED TO MAKE THE NECESSARY CONNECTION TO THE EXISTING WORK. THIS CONTRACTOR SHALL GIVE AMPLE WRITTEN NOTICE IN ADVANCE TO THE OWNER OF ANY REQUIRED SHUT DOWN. 13. ALL MOTORS, FANS, CONTROLS, FIXTURES, HVAC UNIT, DUCTWORK AND OTHER EQUIPMENT FOR USE IN THIS CONTRACT SHALL BE PROTECTED BY TARPAULIN OR BY BOXING AS SOON AS DELIVERED TO THE SITE AND SHALL BE KEPT CLEAN AND DRY. THE MOTORS, UNITS, FIXTURES, FANS, DUCTWORK AND MOVING PARTS SHALL BE KEPT COVERED SO AS TO ELIMINATE DIRT, DUST AND OTHER MATERIALS ENTERING THE PARTS DURING ERECTION AND CONSTRUCTION WORK ON THE BUILDING. SHOULD IT BE FOUND THAT ANY PARTS ARE DAMAGED DUE TO CARELESSNESS ON THE PART OF THE CONTRACTOR IN NOT PROVIDING PROPER PROTECTION, SUCH PART OR PARTS SHALL BE REPLACED BY THE CONTRACTOR AT THEIR OWN COST AND EXPENSE. ALL OPENINGS IN DUCTS, PIPING, CONDUITS, ETC., SHALL BE PROPERLY PROTECTED WITH TEMPORARY CAPS OR PLUGS AT ALL TIMES. G. DISCREPANCIES IN DOCUMENTS 1, DRAWINGS (PLANS. SPECIFICATIONS AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. WHERE DRAWING. EXISTING SITE CONDITIONS. SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE U N CLEAR. ADVISE TH E GE N ERAL CONTRACTOR IN WRHN G. PRIOR TO SUBMITTAL O F BID, THE GENE RA L CONTRACTOR IS RESPONSIBLE TO ADVISE THE TENANTS CONSTRUCTION MANAGER. IN WRITING. OF VARIATIONS TO THE CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE. TENANT'S CONSTRUCTION MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. H. TRADE NAMES AND MANUFACTURERS 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM STANDARD FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUIVALENT OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO REVIEW IN WRITING BY THE TENANT'S CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. I, SHOP DRAWINGS 1. SUBMIT THREE COPIES OF MATERIAL LISTS AND SHOP DRAWINGS FOR ALL EQUIPMENT AND DUCT FABRICATION DRAWINGS TO THE TENANTS CONSTRUCTION MANAGER FOR REVIEW PRIOR TO ORDERING EQUIPMENT. SUBMISSIONS MUST BE EARLY ENOUGH TO ALLOW THE TENANT'S CONSTRUCTION MANAGER EIGHT WORKING DAYS FOR REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BE IN ACCORDANCE WITH THE GENERAL CONDITIONS USING THE MANUFACTURER'S LISTED ON THE DRAWINGS. SHOP DRAWINGS SHALL INCLUDE ALL DATA THAT PERTAINS TO THE REQUIREMENTS SET FORTH ON THE DRAWINGS AND IN THE SPECIFICATIONS. THE SUBMITTAL SHALL INCLUDE BUT NOT BE LIMITED TO CUTS OR CATALOGS INCLUDING DESCRIPTIVE LITERATURE AND CHARACTERISTICS OF EQUIPMENT SHALL SHOW MAJOR DIMENSIONS, ROUGHING -IN DATA, CAPACITY, CURVES, PRESSURE DROPS, CODE COMPLIANCE, MOTOR AND DRIVE DATA AND ELECTRICAL DATA. OBSERVE SPECIAL INSTRUCTIONS WHEN REQUIRED. SUBMITTALS SHALL BEAR THE STAMP OF THE GENERAL AND SUBCONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THEY ARE IN CONFORMANCE WITH THE CONTRACT DOCUMENTS OR INDICATE WHERE EXCEPTIONS TAKE PLACE. LACK OF SUCH CONTRACTOR'S REVIEW WILL BE CAUSE FOR REJECTION WITHOUT, REVIEW BY TENANT'S CONSTRUCTION MANAGER. ALL SHOP DRAWINGS MUST APPEAR IN THE OPERATION AND MAINTENANCE MANUALS LEFT ON SITE AT JOB COMPLETION. 2. TENANT'S CONSTRUCTION MANAGER'S OR ARCHITECT'S REVIEW OF SHOP DRAWINGS OR SCHEDULES SHALL NOT RELIEVE T HE CONTRACTOR FRO M RESPONSIBILITY SIBILfiY FOR ERRORS, OMISSIO N S OR OTHER DEFICIENCIES NCIES OR DEVIATIONS IN THE SHOP DRAWINGS FROM THE CONSTRUCTION DOCUMENTS. 3. IT IS THE RESPONSIBILITY N OF THE GENERAL CONTRACTOR AND OR THEIR SUBCONTRACTORS TO FURNISH SHOP . E E RA L / DRAWINGS AND SUBMITTALS ON ANY AND ALL EQUIPMENT, DUCT, DAMPERS, CONTROLS ETC. TO THE ARCHITECT FOR THEIR REVIEW PRIOR TO CONSTRUCTION. J. RECORD DRAWINGS 1. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS AND SPECIFICATIONS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS LOCATIONS OF CONCEALED PIPING VALVES AND DUCTS, REVISIONS, ADDENDUM'S AND CHANGE ORDERS, SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS AND CONTRACTOR'S COORDINATION WITH OTHER TRADES AND EXACT ROUTING OF ALL SANITARY AND DOMESTIC WATER PIPING UNDER FLOOR. 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. THE DRAWINGS ARE TO BE TURNED OVER TO THE TENANT. K. GUARANTEE. WARRANTY 1. THE MECHANICAL CONTRACTOR SHALL INCLUDE IN THE PROPOSAL A ONE YEAR GUARANTEE, WARRANTY ON ALL EQUIPMENT AND MATERIAL INSTALLED OR REFURBISHED, ALL MATERIALS AND WORK UNDER THE CONTRACT AND SHALL MAKE GOOD, REPAIR, OR REPLACE AT THEIR OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF WRITTEN ACCEPTANCE OF THE INSTALLATION BY THE TENANTS CONSTRUCTION MANAGER. IN CASE OF REPLACEMENT OR REPAIR OF EQUIPMENT DUE TO FAILURE WITHIN THE GUARANTEE PERIOD, THE GUARANTEE ON THAT PORTION OF WORK SHALL BE EXTENDED FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SUCH REPLACEMENT OR REPAIR. THIS GUARANTEE, WARRANTY IS TO INCLUDE ALL LABOR, MATERIAL, PARTS, ETC. NECESSARY TO MAINTAIN THE SYSTEM IN SATISFACTORY OPERATION FOR A PERIOD OF ONE YEAR STARTING FROM THE DATE OF ACCEPTANCE OF THE SYSTEM BY THE TENANT. IT SHALL ALSO INCLUDE ONE SUMMER TO WINTER CHANGEOVER AND ONE WINTER TO SUMMER CHANGEOVER, A NEW SET OF FILTERS AT THE TIME OF STARTUP AND TWELVE (12) MONTHLY FILTER CHANGES DURING THE FIRST YEAR. THE NORMAL PREVENTATIVE MAINTENANCE WORK SHALL BE PERFORMED AT THE TIME OF THE FILTER CHANGES. USE ONLY #40 PLEATED TYPE AIR FILTERS. L. OPERATIONS MANUALS 1. ONE COPY OF EACH OPERATION AND MAINTENANCE MANUAL FOR ALL EQUIPMENT FURNISHED ON THE JOB SHALL BE PROVIDED TO THE TENANT BOUND TOGETHER IN A 3 INCH, THREE RING BINDER. THE BINDER SHALL INCLUDE BUT NOT BE LIMITED TO INSTALLATION, MAINTENANCE AND OPERATING INSTRUCTIONS, PAMPHLETS OR BROCHURES, REVIEWED SHOP DRAWINGS AND WARRANTIES OBTAINED FROM EACH MANUFACTURER OF PRINCIPAL ITEMS OF EQUIPMENT. M. SLEEVES 1. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH ITS RESPECTIVE FLOOR, WALL, OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2 INCHES ABOVE THE FLOOR. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND /OR FLOORS SHALL BE FIRE SEALED WITH APPROVED SEALANTS RATED FOR THE APPLICATION SO AS TO MAINTAIN THE FIRE RATING OF THE ASSEMBLY. CONFORM TO THE U.L. ASSEMBLY RATING OF THE FLOOR OR WALL. 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE 22 GAUGE GALVANIZED STEEL MINIMUM. 4. DUCT SLEEVES SHALL BE MINIMUM 14 GAUGE STEEL. n. HANGERS 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C- CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC. NECESSARY FOR THE INSTALLATION OF WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING OR DUCTWORK, DUCTWORK SHALL NOT BE SUPPORTED FROM ROOF DECKING AND /OR BRIDGING, BUT SHALL BE SUSPENDED FROM THE TOP CHORD OF BAR JOISTS, STEEL OR OTHER STRUCTURE. DUCTWORK SHALL CLEAR ALL SPRINKLERS AND OTHER OBSTACLES AND SHALL BE HUNG AS HIGH AS POSSIBLE IN WORK AND STORAGE AREAS. WHERE INTERFERENCE'S OCCUR, IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, ACCESS DOORS AND OTHER EQUIPMENT SERVICE REQUIREMENTS AND /OR OTHER TRADES. HANGER TYPES AND INSTALLATION METHODS ARE SUBJECT TO LANDLORD CRITERIA. 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6 INCH LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI- ELECTRICALLY SEPARATED FROM ONE ANOTHER. 0. ELECTRIC MOTORS 1, FURNISH, INSTALL AND ALIGN ALL MOTORS REQUIRED FOR THIS EQUIPMENT, UNLESS THEY ARE FACTORY INSTALLED ON THE UNIT. ALL STARTERS AND ASSOCIATED WIRING AND SAFETY SWITCHES FOR SUCH MOTORS SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. STARTERS SHALL MEET ALL REQUIREMENTS AS DEFINED IN THE ELECTRICAL SPECIFICATIONS. 2. DESIGN, CONSTRUCTION AND PERFORMANCE CHARACTERISTICS OF MOTORS SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF LATEST NEMA, ANSI, ISEE STANDARDS FOR ELECTRICAL EQUIPMENT. ALL MOTORS SHALL BE SUITABLE FOR OPERATION ON VOLTAGE VARIATION OF PLUS OR MINUS 10 PERCENT, 40 DEGREES C AMBIENT TEMPERATURE AND HAVE A SERVICE FACTOR OF NOT LESS THAN 1.15. P. LOW VOLTAGE (24 VOLT) WIRING 1. THE CONTRACTOR IS TO INSTALL ALL LOW VOLTAGE WIRING REQUIRED FOR THEIR EQUIPMENT. THIS WORK INCLUDES ALL TRANSFORMERS AND DEVICES TO MAKE THIS A COMPLETE FUNCTIONAL SYSTEM. 2. ALL WORK IS TO CONFORM TO THE ELECTRICAL SPECIFICATIONS AND THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. 3. ANY CONDUIT REQUIRED BY CODE OR THE LANDLORD WILL BE INSTALLED BY THE ELECTRICAL SUBCONTRACTOR. 4. SMOKE DETECTORS AND REMOTE TEST STATION A. IONIZING TYPE ARE TO BE USED ON THE RETURN SIDE OF THE HVAC UNIT AND PHOTO -TYPE ARE TO BE USED ON THE SUPPLY SIDE. ON ALL OTHER TYPES OF HVAC UNITS WHERE SMOKE DUCT DETECTORS ARE REQUIRED, USE FIELD INSTALLED IONIZING TYPE 114 RETURN DUCTWORK AND PHOTO -TYPE ON THE SUPPLY LOCATED BEFORE THE FIRST TAKEOFF. ONCE ACTIVATED, THE SMOKE DETECTOR WILL SHUT DOWN HVAC UNIT. B. SMOKE DETECTORS SHALL HAVE THEIR OWN REMOTE KEY TEST STATION SYSTEM WITH AUDIBLE AND VISUAL ALARM, SIMPLEX MODEL 4098 -9842 OR APPROVED EQUIVALENT. ALARM TO HAVE CANDELA SETTING OF 75 AND A HIGH VOLUME HORN TONE SETTING. MECHANICAL SPECIFICATIONS A. HEATING. VENTILATION AND AIR CONDITIONING 1. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE AND INTEGRATE THE VARIOUS ELEMENTS OF THE HVAC SYSTEM, MATERIALS AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCE'S AND CONFLICTS. B. HVAC EQUIPMENT (REFER TO PLANS FOR SCHEDULE OF EQUIPMENT) 1. PRIMARY HVAC UNITS ARE TO BE AS SCHEDULED. EQUIVALENTS MAY BE SUBSTITUTED WITH WRITTEN APPROVAL ONLY. ALL COMPRESSORS ARE TO INCLUDE A 5 YEAR EXTENDED WARRANTY. 2. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED. 3. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL AIR CONDITIONING EQUIPMENT MUST HAVE A CONDENSATE DRAIN AND BE TRAPPED IN ACCORDANCE WITH MANUFACTURER'S DATA. SEE DRAWINGS FOR ADDITIONAL DETAILS. 4. SECONDARY DRAIN PANS ARE REQUIRED TO BE INSTALLED BENEATH ALL INDOOR AIR CONDITIONING EQUIPMENT WITH THE EXCEPTION OF AIR TERMINAL BOXES. SECONDARY PANS ARE TO PROTECT ENTIRE UNIT. PROVIDE CONDENSATE PUMPS AS REQUIRED. CONDENSATE SHALL BE DIRECTED TO MOP SINK, LAVATORY TRAP OR OTHER APPROVED DRAIN. C. TOILET EXHAUST FANS 1. WHERE SHOWN ON DRAWINGS PROVIDE A TOILET EXHAUST FAN COMPLETE WITH GRAVITY BACKDRAFT DAMPER. ALL DUCTWORK, ROOF OPENINGS AND CAPS NECESSARY TO PROVIDE A COMPLETE EXHAUST SYSTEM SHALL BE PROVIDED BY THE CONTRACTOR. REFER TO PLANS FOR APPLICABILITY. D. VIBRATION ISOLATION DEVICES 1. VIBRATION ISOLATION DEVICES SHALL BE PROVIDED IN ALL SUPPORTS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, WATER SOURCE HEAT PUMPS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND STRUCTURE. 2. VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH RUBBER AND SPRING DEVICES. VIBRATING EQUIPMENT SUPPORTED FROM FLOOR OR DECK SHALL BE ISOLATED WITH HOUSED SPRING MOUNT DEVICES. 3. EXAMINE DEAD LOAD AND OPERATING LOAD CONDITIONS WHEN SELECTING DEVICES. ADJUST FOR PROPER ALIGNMENT AND LOADING. AVOID "GROUNDING" THE ISOLATOR. 4. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND THE UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. 5. CONSULT MANUFACTURER FOR APPLICATION DATA. G. CURBS AND STEEL FRAMING FOR SUPPORT 1. THIS CONTRACTOR WILL PROVIDE ALL NECESSARY CURBS AND STEEL FRAMING REQUIRED TO INSTALL ALL HVAC EQUIPMENT. CURBS SHALL BE A MINIMUM OF 14 INCHES HIGH AND OF THE SAME MANUFACTURER AS THE EQUIPMENT SUPPORTED. INSULATE UNDER THE COMPRESSOR SECTION TO PREVENT CONDENSATION. ALL CURBS MUST BE INSTALLED SO THAT THE TOP OF CURBS ARE "DEAD" LEVEL. ALL PENETRATIONS OF EXISTING STRUCTURE SHALL BE DONE IN ACCORDANCE WITH THE LANDLORD'S GUIDELINES AT THIS CONTRACTOR'S EXPENSE. ALL CONNECTIONS TO ROOFTOP EQUIPMENT SHALL BE INSIDE THE CURB (CONDENSATE DRAIN, POWER WIRING, CONTROL WIRING, ETC.). H. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED. 1. NO DUCTWORK SHALL BE FABRICATED PRIOR TO APPROVAL BY THE TENANT'S CONSTRUCTION MANAGER. DEVIATIONS FROM DESIGN MUST BE APPROVED BY TENANT'S CONSTRUCTION MANAGER PRIOR TO FABRICATION OR INSTALLATION. ALL DUCT MAINS ARE TO BE RECTANGULAR. ALL DUCT BRANCHES TO DIFFUSERS ARE TO BE ROUND SPIRAL DUCT. 2. ALL DUCTWORK SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH SMACNA LOW VELOCITY AND "HVAC DUCT CONSTRUCTION STANDARDS MAN UAL, LA T EST EDITION AN D AS HRA E USING PRIM E S H EETS OF GAL V ANIZED STEEL CONFORM TO THE REQUIREMENTS IN THE REFERENCED STANDARD FOR METAL THICKNESS, REINFORCING TYPES AND INTERVALS, TIE ROD APPLICATIONS AND JOINT TYPES AND INTERVALS. ALL SQUARE ELBOWS SHALL BE PROVIDED WITH DOUBLE WALLED VANES ON MAXIMUM 3" CENTERS. PROVIDE SEAL CLASS "C" ON ALL TRAVERSE JOINTS UNLESS SUPERSEDED BY MORE STRINGENT LOCAL CODES. ALL DUCT CONNECTIONS ARE TO BE RIGID AND LEAK FREE ASSEMBLIES. 3. DURING THE CONSTRUCTION PHASE OF THE PROJECT, ANY DUCTWORK INSTALLED IS TO BE COMPLETELY SEALED UP OF ANY OPENINGS, EITHER AT THE BEGINNING OR END OF A DUCT RUN OR AT A BRANCH, COLLAR DIFFUSER OR REGISTER TO AVOID DIRT OR OTHER CONTAMINANTS FROM ENTERING THE SYSTEM. 4. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO 2 INCH WATER GAUGE PRESSURE CLASSIFICATION (VERIFY WHETHER RETURN OR EXHAUST DUCT IS POSITIVE OR NEGATIVE PRESSURE). PRESSURE TEST DUCTS FOR LEAKAGE. REMAKE LEAKING JOINTS AND APPLY SEALANTS AS REQUIRED TO FABRICATE A SYSTEM THAT DOES NOT EXCEED 5 PERCENT LEAKAGE OR LESS AS STATED BY PRESSURE CLASS RATINGS IN SMACNA STANDARDS. 5. AS A MINIMUM, CROSSBREAK ALL FLAT SURFACES OR REINFORCE WITH A BEAD APPROXIMATELY 3/8 INCH WIDE BY 3/16 INCH DEEP ON 12 INCH CENTERS TO PREVENT VIBRATIONS. 6. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. NO WOOD SHALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY PROVINCE AND LOCAL CODES OR BY LANDLORD. 7. WHERE DUCTS PASS THROUGH ROOFS, FLOORS AND FIRE RATED PARTITIONS, PROVIDE AS MINIMUM 1 -1/2 INCH BY 1 -1/2 INCH BY 1/8 INCH STEEL ANGLE FRAMES AT EACH SIDE OF OPENING. THE ANNULAR SPACE BETWEEN DUCT AND ANGLE FRAMES SHALL BE CAULKED WITH SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY THE ASSEMBLY FIRE RATING. CONTRACTOR TO PROVIDE FIRE OR COMBINATION FIRE / SMOKE DAMPERS AT EACH PENETRATION WHERE REQUIRED BY CODE. 8. ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT SHALL BE SEALED AIR TIGHT WITH DAP CMC DUCT SEALER. JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. 9. SOFT ELASTOMER BUTYL GASKETS WITH ADHESIVE BACKING SHALL BE USED TO SEAL FLANGED JOINTS. 10. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 11. PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, FIRE / SMOKE DAMPERS, CONTROLS AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR INSPECTION. IF THE ACCESS PANEL LOCATION IS EXPOSED TO THE SALES AREA, IT MUST BE APPROVED BY THE TENANT'S CONSTRUCTION MANAGER PRIOR TO INSTALLATION. LAY -IN SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND REGISTERS WITH PLASTER FRAMES MAY BE USED AS ACCESS LOCATIONS. 12. ALL BRANCHES AND TAKEOFFS SHALL BE EQUIPPED WITH MANUAL VOLUME CONTROLLING DEVICES HAVING AN INDICATING AND LOCKING DEVICE. 1, FLEXIBLE CONNECTIONS 1. FLEXIBLE COLLARS SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, WATER SOURCE HEAT PUMPS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND DUCTS OR CASINGS. ALSO PROVIDE FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING EXPANSION JOINTS. 2. FLEXIBLE CONNECTIONS SHALL BE CONSTRUCTED OF NEOPRENE - COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBIUTY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. 3. FLEXIBLE CONNECTIONS ARE TO BE RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. 4. FINAL CONNECTIONS TO EXHAUST FAN(S) SHALL BE WITH A HEAVY AIRTIGHT ACID RESISTANT FIRE RETARDANT FIBERGLASSED NEOPRENE CONNECTOR, A MINIMUM OF SIX (6) INCHES IN LENGTH. THE CONNECTOR SHALL BE FASTENED TO EQUIPMENT AND DUCT WITH TWO FLEXIBLE REMOVABLE BRASS STRAPS OR ALTERNATE APPROVED METHOD. J. THERMOSTATS A. MOUNT THERMOSTATS 4' -O" (ADA COMPLYING), THERMOSTAT SENSORS 5' -0" ABOVE FINISHED FLOORS AND SET DATE, TIME, TEMPERATURE, ETC. TURN OVER OPERATING INSTRUCTIONS TO TENANT REPRESENTATIVE. B. THERMOSTATS SHALL BE PROVIDED WITH KEY OPERATED SECURITY COVERS AND DESCRIPTIVE NAMEPLATES. K. FIRE DAMPERS. SMOKE DAMPERS 1. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL FIRE DAMPERS AS REQUIRED BY LANDLORD AND / OR TENANT CRITERIA AND / OR CODES HAVING JURISDICTION. ALL FIRE DAMPERS SHALL COMPLY WITH THE REQUIREMENTS OF THE BOARD OF FIRE UNDERWRITERS, THE LOCAL FIRE MARSHAL AND SHALL BE LABELED AND APPROVED BY UNDERWRITERS LABORATORIES. 2. FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIR STREAM AND A 165 DEGREE F FUSIBLE LINK. 3. PROVIDE ALL NECESSARY FRAMING AND SLEEVES FOR DAMPER MOUNTING PER UL AND CODE REQUIREMENTS. 4. PROVIDE DUCT ACCESS DOORS IN AN ACCESSIBLE LOCATION FOR ALL FIRE DAMPERS. DOOR IS TO BE 20 GAUGE GALVANIZED DOOR WITH QUICK - OPENING LATCH AND PIANO HINGE. 5. WHERE REQUIRED BY LOCAL CODES, LANDLORD AND IF INDICATED ON DRAWINGS, PROVIDE UL555S SMOKE DAMPER WITH FIRE /HEAT /SMOKE SENSOR, REVERSIBLE MOTOR AND INTERLOCK WITH FIRE ALARM SYSTEM. L. FLEXIBLE AIR DUCT 1. FLEXIBLE DUCT FOR CONNECTIONS SHALL BE A FACTORY FABRICATED ASSEMBLY CONSISTING OF AN INNER SLEEVE, INSULATION AND AN OUTER MOISTURE BARRIER. THE INNER SLEEVE SHALL BE CONSTRUCTED OF A CONTINUOUS VINYL COATED SPRING STEEL WIRE HELIX FUSED TO A CONTINUOUS LAYER OF FIBERGLASS IMPREGNATED AND COATED VINYL, A 1 1/4" THICK LAYER OF INSULATING BLANKET OF FIBERGLASS WOOL SHALL ENCASE THE INNER SLEEVE AND BE SHEATHED WITH AN OUTER MOISTURE BARRIER OF A BIDIRECTIONAL REINFORCED METALIZED VAPOR BARRIER. THE FLEXIBLE DUCT SHALL BE RATED FOR A MAXIMUM WORKING VELOCITY OF 6000 FPM AND SHALL BE LISTED BY THE UNDERWRITERS LABORATORIES UNDER THEIR UL -181 STANDARDS AS A CLASS 1 DUCT AND SHALL COMPLY WITH NFPA STANDARD - 90A. THE FLEXIBLE DUCT SHALL BE THERMAFLEX M -KC OR APPROVED EQUIVALENT. FLEXIBLE DUCT SHALL ROUTE FROM SHEET METAL DUCTWORK TO CEILING DIFFUSERS ONLY. THERE SHALL BE NO EXPOSED FLEXIBLE DUCT. 2. FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL APPLICATIONS WITH PRIOR APPROVAL FROM THE TENANT'S CONSTRUCTION MANAGER. 3. FLEXIBLE DUCT SHALL NOT EXTEND OVER 5 FEET IN LENGTH AT ANY ONE LOCATION. M. SUPPLY AND RETURN AIR TAKEOFF FITTINGS A. RECTANGULAR DUCT 1. PROVIDE 45 DEGREE RECTANGULAR TAKEOFFS FROM MAIN DUCTWORK TO RECTANGULAR BRANCHES. B. SPIRAL DUCT 1. PROVIDE SADDLE OR DIRECT CONNECTION OF A BRANCH DUCT INTO A LARGER DUCT. THE DIAMETER OF THE BRANCH SHALL NOT EXCEED TWO THIRDS OF THE DIAMETER OF THE MAIN. PROTRUSIONS INTO THE MAIN ARE NOT ALLOWED. N. DAMPERS 1. PROVIDE MANUAL. LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS IN EACH BRANCH DUCT AND AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. 2. WHERE ACCESS TO BALANCING DAMPER IS RESTRICTED OR IN AREAS WITH SHEET ROCK CEILINGS, YOUNG REGULATORS SHALL BE USED. 3. ALL RECTANGULAR DAMPERS IN OUTSIDE AIR AND RELIEF AIR DUCTS ARE TO BE OPPOSED BLADE TYPE. ALL RECTANGULAR DAMPERS IN RETURN AIR DUCTS TO BE PARALLEL BLADE TYPE. ALL OUTSIDE AIR DUCT DAMPERS MUST ALSO BE OF THE LOW LEAKAGE TYPE. 4. ALL MOTORIZED DAMPERS NOT FURNISHED WITH EQUIPMENT ARE TO BE HONEYWELL DAMPERS. 0. DIFFUSERS. GRILLES AND REGISTERS 1. PROVIDE DIFFUSERS, GRILLES AND REGISTERS AS SCHEDULED. DEVICES TO BE COMPLETE WITH FRAMES AND ALL ACCESSORIES. ALL DIFFUSERS, GRILLES AND REGISTERS IN SHEET ROCK CEILINGS TO BE PROVIDED WITH PLASTER FRAMES. FINISH TO BE COORDINATED WITH INTERIOR FINISHES. 2. INSTALL ALL AIR DEVICES AS LOCATED ON THE ARCHITECTURAL REFLECTED CEILING PLAN OR THE MECHANICAL PLAN. P. DUCTWORK INSULATION 1. ALL NEW SUPPLY AND RETURN AIR DUCTWORK WITHIN 10' OF HVAC UNIT SHALL BE ACOUSTICALLY LINED. DUCT SIZES SHOWN ON THE DRAWING ARE INTERNAL FREE AREA SIZES. INTERNAL LINER SHALL BE 1 1/2" THICK DUCT LINER EQUIVALENT TO JOHNS MANVILLE "PERMACOTE LINACOUSTIC" ( "R VALUE" = 6.3) AND SHALL BE APPLIED TO THE DUCTWORK WITH FIRE RESISTIVE ADHESIVES AND CADMIUM OR COPPER PLATED MECHANICAL FASTENERS. 2. ALL OUTSIDE AIR AND UNEXPOSED DUCTWORK WITHIN BUILDING, EXCEPT WHERE ACOUSTICALLY LINED, SHALL HAVE 2 INCH, FIBERGLASS DUCT WRAP INSULATION WITH FSK FACING EQUIVALENT TO JOHNS MANVILLE "MICROLITE XG TYPE 75" (INSTALLED "R VALUE" = 5.6). 3. LEADING EDGES OF DUCT INSULATION SHALL BE OVERLAPPED BY ADJOINING INSULATION FOR 6" MINIMUM AND THEN SEALED WITH FOIL VAPOR BARRIER ADHESIVE AND DUCT MASTIC SO THAT NO FIBERGLASS INSULATION IS VISIBLE. 4. ALL INSULATION ON EXISTING PIPING OR DUCTS THAT IS WETTED, DAMAGED, DISTURBED OR REMOVED SHALL BE REPLACED. 5. INSTALL INSULATION PRODUCTS IN ACCORDANCE WT-I MANUFACTURER'S WRITTEN INSTRUCTIONS AN D I N ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NFPA 90A. 6. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM C 411 OR AS REQUIRED BY LOCAL CODES. 7. EXTERIOR SUPPLY AND RETURN DUCT INSULATION A. SERVICE: RECTANGULAR, S UPP L Y -AIR AND RETURN -AIR DUCTS. 1. MATERIAL INSULATION BOARD, 6 PSF MINIMUM AND PLAIN FACING. 2. THICKNESS: 2 INCHES. 3. NUMBER OF LAYERS: TWO. TOTAL THICKNESS = 4" 4. VAPOR RETARDER REQUIRED: YES. A. INORGANIC GLASS FIBERS PREFORMED AND BONDED BY THERMOSETTING RESIN. MUST COMPLY WITH ASTM C 612, TYPE 1A AND 1B, 1. KNAUF INSULATION OR APPROVED EQUIVALENT. A. INSULATION INSTALLED OUTDOORS: FLAME SPREAD RATING OF 25 OR LESS AND SMOKE DEVELOPED RATING OF 50 OR LESS. B. APPLY INSULATION AS FOLLOWS: A. APPLY TWO -LAYER INSULATION WITH JOINTS TIGHTLY BUTTED AND STAGGERED AT LEAST 3 INCHES. SECURE LAYERS WITH ADHESIVE, MECHANICAL FASTENERS OR BANDING. FASTENERS SHALL BE LOCATED A MAXIMUM OF 3" FROM EACH EDGE AND NO GREATER THAN 12" APART. B. ON EXPOSED APPLICATIONS, FINISH INSULATION WITH A SKIM COAT OF MINERAL -FIBER, HYDRAULIC - SETTING CEMENT TO SURFACE OF INSTALLED INSULATION. WHEN DRY, APPLY FLOOD COAT OF LAGGING ADHESIVE AND PRESS ON ONE LAYER OF GLASS CLOTH OR TAPE. OVERLAP EDGES AT LEAST 1 INCH (25 MM). APPLY FINISH COAT OF LAGGING ADHESIVE OVER GLASS CLOTH OR TAPE. THIN THE FINISH COAT TO ACHIEVE SMOOTH FINISH. OUTDOOR JACKET: POLYGUARD PRODUCTS, INC. 'ALUMAGUARD 60' OR MFM BUILDING PRODUCTS CORP. 'FLEXCLAD 400 ". Q. SYSTEM CLEANOUT 1. UPON COMPLETION OF INSTALLATION, CLEAN ENTIRE SYSTEM BEFORE INSTALLING AIR OUTLETS. CONTRACTOR TO PROVIDE A CERTIFICATION THAT CLEANING WAS ACCOMPLISHED PRIOR TO PROJECT CLOSEOUT. 2. FILTERS MUST BE IN UNITS AT ANY TIME FANS ARE OPERATED. R. SYSTEM TESTING. ADJUSTING AND BALANCING 1. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE COMPLETED BY AN INDEPENDENT CONTRACTOR WHO IS CURRENTLY LICENSED BY THE ASSOCIATED AIR BALANCING COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). NO OTHER BALANCE REPORTS WILL BE REVIEWED OR ACCEPTED. ALL BALANCING WORK MUST BE COMPLETE AND DONE IN ACCORDANCE WITH THE MOST RECENT STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL COSTS FOR TESTING SHALL BE MADE BY THE HVAC CONTRACTOR. 2. THE CONTRACTOR SHALL INSTALL NEW FILTERS IN ALL UNITS PRIOR TO THE AIR BALANCING. THE COMPLETE AIR BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR DAMPERS IN MINIMUM POSITION. 3. BALANCE AIR AND WATER QUANTITIES TO WITHIN PLUS OR MINUS 5 PERCENT OF THAT INDICATED ON THE DRAWINGS. ANY REQUIRED CHANGES IN SHEAVES, BELTS, PULLEYS OR THE ADDITION OF DAMPERS REQUIRED TO ACHIEVE SPECIFIED FLOW RATES SHALL BE PROVIDED BY THE HVAC CONTRACTOR WITH NO ADDITIONAL COST TO THE TENANT. 4. THE BALANCE REPORT SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION: A) AABC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING CONTRACTOR. B) INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. C) MAKE AND MODEL NUMBERS OF ALL IiVAC EQUIPMENT TESTED. 0) AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS MEASURED BY PITOT TUBE DUCT TRAVERSE AT THE UNITS. E) MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE READINGS FOR EACH LEG. F) MOTOR AND FAN RPM, SHEAVE SIZES AND BELT SIZES AND LENGTHS. G) OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AT FULL COOLING. H) WATER BALANCE DATA INCLUDING GPM WITH INLET AND OUTLET TEMPERATURE AND PRESSURE READINGS. I) MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. J) FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS WHERE DUCTED). K) INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS. 5. ALL CONTROL SEQUENCES SHALL BE TESTED AND OPERATING STATUS RECORDED IN THE REPORT. 6. THREE COPIES OF THE BALANCE REPORT SHALL BE SUBMITTED THROUGH THE GENERAL CONTRACTOR TO THE TENANT'S CONSTRUCTION MANAGER FOR REVIEW AND COMMENT. 7. THE BALANCING CONTRACTOR SHALL PERFORM ALL APPLICABLE TESTING AND BALANCING FUNCTIONS REQUIRED FOR THE SYSTEM DESIGNED IN THESE DRAWINGS. THE BALANCING CONTRACTOR SHALL RECHECK ANY ITEMS THAT THE TENANT DEEMS NECESSARY AT NO ADDITIONAL COST TO THE TENANT. 8. FINAL BALANCE REPORT SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL. S. FINAL HVAC INSPECTIONS 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, THE TENANT SHALL HAVE THE RIGHT TO HAVE AN INDEPENDENT HVAC CONTRACTOR INSPECT THE FINISHED HVAC INSTALLATION UPON COMPLETION FOR COMPUANCE WITH THE PLANS. SPECIFICATIONS AND CODES. THE INSTALUNG CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE INDEPENDENT HVAC CONTRACTOR UP TO PLANS AND SPECIFICATIONS REQUIREMENTS AT NO ADDITIONAL COST TO THE TENANT. T, INDOOR AIR QUALITY 1. NO ANALYSIS HAS BEEN MADE WITH REGARD TO SOURCES OR POTENTIAL SOURCES OF INDOOR OR OUTDOOR AIR CONTAMINANTS OR LEVELS OF CONTAMINATION. 2. IT IS THE RESPONSIBILITY OF THE GENERAL AND MECHANICAL CONTRACTOR TO INFORM THE TENANT'S REPRESENTATIVE, LANDLORD AND TENANT'S ARCHITECT IF ANY SOURCE OR POTENTIAL SOURCE OF INDOOR AIR CONTAMINATION IS IDENTIFIED. 3. PRIOR TO ENCLOSING SPACES SUCH AS PLUMBING CHASES, AIR SHAFTS AND RETURN AIR PLENUMS CLEAN ALL AREAS THOROUGHLY. THE CONTRACTOR SHALL GUARANTEE THAT THE PLENUM CHAMBER USED FOR RECIRCULATING OF AIR WILL BE OF TIGHT CONSTRUCTION AND THAT ALL SOURCES OF CONTAMINATION FROM TRAPS, SOIL STACKS, DOWNSPOUTS, VENTS, EXHAUST DISCHARGES AND OTHER SOURCES WILL BE ENCLOSED SO THAT NO CONTAMINATED AIR WILL BE RECIRCULATED. 4. PRIOR TO COMMENCING CONSTRUCTION ACTMTIES SHUT OFF THE HVAC SYSTEM, BLOCK OFF ALL AIR GRILLS, DIFFUSERS AND OTHER OPENINGS OUTSIDE THE IMMEDIATE CONSTRUCTION AREA. OPENINGS TO ADJACENT TENANT SPACES SHALL BE COVERED WITH FILTER MEDIA TO PREVENT DUST AND OTHER AIRBORNE CONTAMINANTS FROM PASSING TO ADJOINING SPACES. 5. CONTRACTOR TO INSTALL TEMPORARY EXHAUST SYSTEM TO VENTILATE CONSTRUCTION SITE AND KEEP SITE UNDER SLIGHT NEGATIVE PRESSURE DURING ALL HOURS OF CONSTRUCTION, EVEN IF AFTER NORMAL BUSINESS HOURS. 6. CONTRACTOR TO INSTALL TEMPORARY BARRIERS TO PROTECT ADJACENT SPACES FROM DUST, PARTICULATES, VAPORS AND NOISE. WHERE TEMPORARY BARRIERS ARE INSTALLED ALWAYS MAINTAIN FIRE EXITS AND EXITWAYS. 11 -30 -06 PLUMBING SPECIFICATIONS 1. IT IS THE INTENT OF THESE SPECIFICATIONS TO PROVIDE A COMPLETE INSTALLATION FOR FINISHED WORK, TESTED AND READY FOR OPERATION. THE WORK THROUGHOUT SHALL BE EXECUTED IN THE BEST AND MOST THOROUGH MANNER UNDER THE DIRECTION OF AND TO THE SATISFACTION OF THE OWNER. 2. ALL MATERIALS REQUIRED FOR THIS WORK SHALL BE NEW, UNUSED, BEST OF ITS RESPECTIVE KINDS, AND FREE FROM DEFECTS AND OF FIRST CLASS QUALITY. BASIS OF QUALITY SHALL BE LATEST STANDARDS OF ASTM, ANSI FEDERAL SPECIFICATIONS OR OTHER ACCEPTABLE STANDARDS. 3. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR WORK UNTIL ITS COMPLETION AND FINAL ACCEPTANCE AND SHALL REPLACE ANY OF THE SAME WHICH MAY BE DAMAGED, LOST OR STOLEN WITHOUT ADDITIONAL COST TO THE OWNER. 4. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL WORK PERFORMED AND MATERIALS INSTALLED TO BE FREE FROM INHERENT DEFECTS AND SHALL KEEP IN REPAIR AND REPLACE ANY DEFECTIVE MATERIALS OF WORKMANSHIP, FREE OF COST TO THE TENANT (OWNER) FOR A PERIOD OF ONE (1) YEAR AFTER THE OPENING FOR BUSINESS. 5. ALL WORK SHALL BE DONE ACCORDING TO THE REQUIREMENTS OF ALL APPLICABLE CODES AND LEASE CRITERIA (IF APPLICABLE) AND SHALL RECEIVE THE APPROVAL OF ALL AUTHORITIES HAVING JURISDICTION. PREPARE ALL REQUIRED DOCUMENTS, DRAWINGS AND PERFORM ALL REQUIRED TESTS AND PAY ALL REQUIRED CHARGES TO OBTAIN THESE APPROVALS. 1. FURNISH A LL LABOR, MA TE RIA LS EQUIPMENT AN D CONTRACTORS FOR A COMPLETE, S AF E I NSTALLATION OF PLUMBING WORK IN FULL CONFORMITY WITH REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION AS INDICATED ON DRAWINGS AND /OR HEREIN SPECIFIED, INCLUDING IN GENERAL THE FOLLOWING: 2. SANITARY DRAINAGE CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT REQUIRING SAME WITH FINAL CONNECTIONS TO EXISTING PREINSTALLED OUTLETS PROVIDED BY PRIOR TENANT(S) OR LANDLORD. PLUMBER SHALL VERIFY EXACT LOCATION OF WASTE PIPE OUTLET BEFORE SUBMITTING BID AND NOTIFY THE ARCHITECT OF ANY LOCATION DISCREPANCIES. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CONCRETE SAWCUTTING REQUIRED TO MAKE THE FINAL CONNECTION TO THE EXISTING WASTE PIPING OR CAPPED OUTLET(S). SAWCUTTING, EXCAVATING, BACKFILLING AND NEW CONCRETE MUST MEET WITH THE LANDLORD'S APPROVAL A. SNAKE SANITARY FOR A DISTANCE OF 100 FEET AND REPORT ANY BLOCKAGE. B. TEST WATER PRESSURE TO INSURE MINIMUM OF 30 PSI. 3. COMPLETE VENT SYSTEM, ALL FIXTURES INDIVIDUALLY VENTED WITH FINAL CONNECTION THROUGH ROOF OR TO EXISTING LANDLORD SUPPUED COMMON VENT. ROOF PENETRATION AND FLASHING TO BE PERFORMED BY LANDLORD'S ROOFER (IF APPLICABLE). COST OF ROOF PENETRATION AND FLASHING TO BE PART OF THIS CONTRACT, UNLESS NOTED OTHERWISE IN BID PROPOSAL (IF APPLICABLE). 4. DOMESTIC WATER SUPPLY SYSTEM INCLUDING CONNECTION TO EXISTING CAPPED OUTLET AND FINAL CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT REQUIRING SAME. VERIFY EXACT LOCATION AND SIZE BEFORE SUBMITTING BID. 5. INSULATION OF ALL HOT AND COLD WATER PIPING , INCLUDING UNDER LAVATORY A.D.A . PIPE WRAPPINGS. 6. FURNISH AND INSTALL WATER METER (IF APPLICABLE) ACCESSIBLE TO UTILITY COMPANY OR LANDLORD'S REPRESENTATIVE FOR MONITORING WATER, BUT METER SHOULD IN NO WAY BE IN THE PATH OF THE A.D.A. /CABO -ANSI, 5' -0" CIRCULAR PATTERN. III. MATERIALS 1. DRAINAGE AND VENT PIPING: EXTRA HEAVY HUB AND SPIGOT CAST I RON SOIL WITH RU BBE R GASKETS CONFORMING N G T 0 ASTM C564. NO -HUB CAST IRON TO HAVE HEAVY DUTY, TYPE 304 STAINLESS STEEL COUPLINGS CONFORMING TO ASTM A 666, TYPE 304 STAINLESS STEEL SHIELD, TYPE 304 STAINLESS STEEL BANDS AND SLEEVE: NPS 1 1/2" TO NPS 4 ": 3" WIDE SHIELD WITH 4 BANDS; , NPS 5" TO NPS 10:4 WIDE BAND WITH 6 BANDS. 2. WATER PIPING BELOW SLAB: TYPE K HARD COPPER TUBING, WITH CAST BRONZE OR WROUGHT COPPER SOLDER JOINT FITTINGS USING 95 -5 SOLDER. WATER PIPING ABOVE SLAB: TYPE L COPPER TUBING USING SILVER SOLDER. 3. WATER HAMMER ARRESTORS: PROVIDE ON HOT AND COLD WATER BRANCHES TO FIXTURES, J. R. SMITH HYDROTROL MODEL 5020 FOR UP TO 60 FIXTURE UNITS. 4. VALVES: GATE VALVE WATTS SERIES B- 3000,. CHECK VALVE WATTS SERIES B -5000, BALL VALVE WATTS SERIES B6080 OR B6081 FULL PORT. ALL VALVES 1/2" TO 2" BRONZE BODY. 5. PRESSURE AND TEMPERATURE RELIEF VALVE: WATTS REGULATING CO. MODEL 10L. 6. PRESSURE REDUCING VALVE: WATTS SERIES 25AUB BRONZE BODY WITH INTEGRAL S/S STRAINER, SEALED CAGE FOR 1/2" TO 2 1/2" DIA. TO 300 PSI. 7. PRESSURE GAUGE: AMETEK DIV. OF U.S. GAUGE MODEL P5105, 3 1/2" DIAL 1/4" STEM, ALUMINUM CASE, BLACK FINISH. B. AIR VENT: HOFFMAN X79 WATER MAIN VENT VALVE. 9. WATER METER: HERSEY CO. MODEL 400 SERIES IIS. 10. VACUUM RELIEF VALVE: WATTS MODEL N36 -M1 BRASS BODY, 1/2" NPT LINE SIZE. 11. TRAP PRIMER: PPP MODEL P1 -500 UP TO FOUR CONNECTIONS. OPTIONAL DISTRIBUTION UNIT REQUIRED FOR 2, 3 AND FOUR DRAIN LINES. 12. MIXING VALVE WATTS SERIES MMV MIXING VALVE, 1/2" LINE SIZE. 13. BACKFLOW PREVENTOR: WATTS SERIES 719 DOUBLE CHECK VALVE ASSEMBLY BACKFLOW PREVENTOR. LINE SIZE 1/2" TO 2" TO MATCH INLET WATER LINE SIZE. IV. INSULATION 1. ALL HOT AND COLD WATER PIPING AND FITTINGS SHALL BE INSULATED WITH 1" THICK RIGID FIBERGLASS WITH VAPOR BARRIER UNIVERSAL JACKET PASTED WITH VAPOR BARRIER CEMENT. VAPOR BARRIER NOT REQUIRED ON HOT WATER PIPING. 2. ALL ADA CONFORMING, WHEELCHAIR ACCESSIBLE LAVATORY P -TRAP AND ANGLE VALVE ASSEMBLIES TO BE COVERED WITH THE MOLDED, ANTIMICROBIAL TRUBRO, INC "LAV- GUARD" UNDERSINK PROTECTIVE PIPE COVER MODEL j103. V. SPECIFIC PLUMBING SPECIFICATIONS 1. INSTALL NEW ONLY IF EXISTING DOES NOT MEET CURRENT ADA /CABO -ANSI (AS APPLICABLE) STANDARDS, OR IS DAMAGED, NOT IN WORKING ORDER OR NOT EXISTING AS APPUCABLE. 2. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO SUPPLY HANDICAPPED TOILET FIXTURES, IF REQUIRED BY CODE OR NOTED ON THE DRAWINGS, UTIUZING THE SPECIFICATION ABOVE AS A STANDARD AND MEETING CODE REQUIREMENTS. SPACING OF FIXTURES TO BE COORDINATED WITH THE GENERAL CONTRACTOR AS WELL AS THE PLUMBING INSPECTOR'S REQUIREMENTS. 3. PVC PIPING IS NOT PERMITTED ABOVE GRADE. 4. INSTALL PLUMBING VENTS MINIMUM 10' -0" FROM BUILDING AIR INTAKES. 5. COSTS FOR WORKING BELOW TENANT'S SLAB IN ANOTHER TENANT'S SPACE. 6. INSTALLATION OF FLOOR DRAIN, BACKFLOW PREVENTER (IF REQ. BY CODE) AS PER LANDLORD REQUIREMENT AND CLEANOUT PER LOCAL CODE. COORDINATE ALL LOCATIONS WITH OPERATIONS MANAGER. 7. COMPLETE NATURAL GAS PIPING SYSTEMS (AS APPLICABLE, REFER TO PLANS) II. GENERAL ITEMS 1. SLEEVES: PROVIDE #22 GAUGE GALVANIZED IRON PIPE SLEEVES FOR PIPING THROUGH WALLS AND FLOOR, PACK WITH NON- ASBESTOS ROPE AND FILL WITH EXPANDO NON- SHRINKING CEMENT. 2. ESCUTCHEONS: PROVIDE EXPOSED PIPING, BOTH BARE AND COVERED, WITH CP CAST BRASS ESCUTCHEONS WHERE PASSING THROUGH FLOORS, CEILINGS, WALLS OR PARTITIONS. 3. HANGERS AND SUPPORTS: SUPPORT HORIZONTAL DRAINAGE PIPING AT LEAST EVERY 5 FEET OR AT EVERY HUB, COPPER TUBING EVERY 7 FEET AND STEEL PIPE EVERY 10 FEET WITH "CLEVIS" HANGERS AND INSULATION PROTECTION SHIELDS. PIPING SHALL NOT BE SUPPORTED FROM BRIDGING OR OTHER PIPING. ONLY SUPPORT FROM TOP FLANGES OF BEAMS AND TOP CHORDS AT PANELS OF JOIST AND TRUSSES. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. 4. TEST: TEST PIPING AND PROVE TIGHT FOR AT LEAST TWO HOURS IN ACCORDANCE WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND /OR AS SPECIFIED. TEST SHALL BE PERFORMED IN THE PRESENCE OF OWNER'S REPRESENTATIVE AND LOCAL INSPECTOR. TEST SHALL BE REPEATED IF NECESSARY UNTIL FINAL APPROVAL OF SYSTEM IS OBTAINED. A. TEST DRAINAGE AND VENT PIPING BY FILLING WITH WATER TO OVERFLOWING AT ROOF, WATER LEVEL TO REMAIN. B. TEST WATER PIPING WITH WATER 1 1/2 TIMES THE WORKING PRESSURE. 5. STERILIZATION OF DOMESTIC WATER SYSTEM: BEFORE BEING PLACED IN SERVICE, ALL WATER LINES SHALL BE CHLORINATED TO THE SATISFACTION OF THE ARCHITECT OR LANDLORD'S REPRESENTATIVE, IN ACCORDANCE WITH A.W.W.A. SPECIFICATION C601 -53T. 6. SLOPE WASTE LINES 2 INCHES AND SMALLER NOT LESS THAN 1/4 INCH PER FOOT. SLOPE LARGER MAINS NOT LESS THAN 1/8 INCH PER FOOT. 7. INSTALL A CLEANOUT AT BASE OF EACH SOIL STACK, AT EACH CHANGE IN DIRECTION, AT INTERVALS NOT OVER 50 FEET AND ELSEWHERE AS SHOWN ON DRAWINGS OR REQUIRED BY LOCAL CODE. CLEANOUTS SHALL NOT BE INSTALLED IN PUBLIC AREAS WITHOUT SPECIFIC PERMISSION BY TENANT'S CONSTRUCTION MANAGER. 6. CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE SITE FOR THE WORK BEFORE HAVING SUBMITTED A PROPOSAL. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR CONDITIONS FOUND DURING THE COURSE OF THE CONTRACT. 7. THIS CONTRACTOR MUST PROVIDE LANDLORD'S CONSTRUCTION REPRESENTATIVE WITH COPIES OF REQUIRED INSURANCE AND COPIES TO BE FURNISHED TO THE OWNER BEFORE COMMENCING WORK. 8. SUBMIT THREE (3) SETS OF SHOP DRAWINGS IDENTIFIED WITH PROJECT NAME OF THE FOLLOWING (1) ELECTRIC HOT WATER HEATER (2) PLUMBING FIXTURES AND TRIM. CONTRACTOR SHALL SUBMIT SHOP DRAWING OF PIPING LAYOUT TO THE OWNER FOR THEIR FILE. 9. THE PLUMBING CONTRACTOR IS A SUBCONTRACTOR OF THE TENANTS GENERAL CONTRACTOR. 10. NOTCHING AND BORING OF STRUCTURAL STEEL MEMBERS IS NOT PERMITTED. WHEN HANGING FROM STRUCTURAL STEEL ONLY HANG FROM TOP FLANGE OF BEAMS AND TOP CHORDS ONLY AT PANEL POINTS OF JOISTS / TRUSSES. I. WORK RESPONSIBILITY H3 r:Li44 loft O �JU Mh"1n W U P77) ) PROJECT TEAM: Architect:. Epoch Design Group, Inc 1155 Olivette Exec. Pkwy. Suite 100 St. Louts, MO 63132 TEL 314.721.1340 FAX: 31.4.721.0344 M. E. P. & F.P. Engineer: Randall A. Nelson, P.E. 14817 West 95th Street Lenexa, KS 66215 TEL 913.322.5150 FAX 913.322.5155 COPYRIGHT DISCLAIMER: THIS DOCUMENT 13 THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THE DOCUMENT IS HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS, THE DOCUMENT IS TO B! UM ONLY IN CONJUNCTION WITH 5115 PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT 11 ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN LATENT AND INFORMATION ONLY, AND DOESI�((QQL�CONSTITUTE AS -LULT CONDITIONS. THE RECPENT RETAINS TR!'bILIOATION TO VERIFY P1! CONDITIONS OF THE SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OP THE WORK. BO al DESIGN GROUP MAKES NO WARRANTY AS TO TILE SUITABILITY OF THE DOCUMENT FORTH! R!c BENT'S INTENDED USE. THE RECPENT SPECIFICALLY AGREES TO WANE AND TO INDEMNIFY AND DEPEND ANY AND ALL CLAM AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTRIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THIS DOCUMENT. THE RECPENT AGREES TO RETURN OR DESTROY MS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED N CONJUNCTION WITH THIS PROJECT. PROFESSIQt 'AL SEAAL:'4^t't, t3, c)(;)n Mu F L ,..•r,, g fi, t• Cll PROJECT TITLE: 7111 14 " O u�c Oao ZO m 3 w Z Y O�Q w CI 0 0 to W H N w ECEIVED FEB 112011 PERMIT CENTER 20 SPECIFICATIONS MECHANICAL SPECIFICATIONS PROJECT NO.: SHEET NUMBER: 10313 DRAWN BY: JCC M30 ISS UE DATE: 01/26/11 • C1-4W CD t F 1114 t.1) •••••i CD p4 Pirj gp•i U PROJECT TEAM: Architect: Epoch Design Group, Inc. 1155 011vette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: Randall A. Nelson, P.E.'.`' 14817 West 95th Street Lenexa, KS 66215 TEL 913.322.5150 FAX: 913.322.5155 COPYRIGHT DISCLAIMER: THS DOCUMENT IS THE PROPERTY OP EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OP THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OP THIS DOCUMENT IS MAY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS MD CONDIRONS, THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WTH THS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT ANY OTHER CIRCUMSTANCE CONSTTUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT H FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES AgacoNsmuTe AS-BURT CONDITIONS. THE PIMP ENT RETAINS TWO. BLIOATION TO VERIFY 511! CONDITIONS OF TH! SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OP THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECPENT'S MENDED USE. THE REc PENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN OROUP, ITS CONSULTANTS, ANY OP ITS RELATED ENTRIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OP PROPER OR IMPROPER US! OP THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THS DOCUMENT UPON COMPLETION OR TERMNATION OP WORK PERFORMED N CONJUNCTION WRH THIS PROJECT. PROFES BANA LS ) . Vtt„rWT. AP' 4, .3, : Rr> •nC'O•■ 1�H '' 6 ye i{ ,rrC/ PROJECT TITLE: 65 45 fl Z >er\ v 01 W uZ o to 0 W No.O Revision Description Date SHEET TITLE: ELECTRICAL LIGHTING PLAN PROJECT NO.: SHEET NUMBER: 10313 DRAWN BY: LBS ISSUE DATE: 01/26/11 E1.0 11 [-:-.ET 4 6 EM1 T 9 L-5 _ _ ply_ I .1 EM1 II \. IL -17 I I b T O- T - -To- T 0- ._.�__.I...M_____._ 7 7 9 9 T 9 T 8 1 1 p• . T T 4 T p p' 13 ��T 'r' I I I / EMB I _1 -b L- 1.7i _� E P -- L-5 V TR T .._ ___ TR _._.�.._ 6 T .._.._..___ BrN __.�_ _._- ____.�_.._ ___._____. m.___..� Bp 6 6 OC_; O �I,_ 1 TI I T1 I _ -_I_ .__ _I _ ._ _I _ ..T L_ _ _F T °c 3 ._ __. i-.7.-....9_. -5 �STIN(� /RELO ATED , NELBOARD 'L 3 iB!0 B 0 1 L -5 ",\ ►� X1` ♦ / ► ►LM17 IL -9 L -9 ( 6 T T T ��_ -- _ - _ COO ( � s�v Bo; L-9 _.._� • O Bp;� L-9 I I- 3 4 L- 9 L -13 , mo' b T TR b T - _ - I D L -17 a 12 al I C ; O O / C NL 1 0 L-9 B 0 L -9 - -I- -_- ____ B X1 2 a B L O; IB 1. -9 0 -- L -3 EM1 L -9 -9 o-�"r T 9 T 4 T 4 T 4 1 I - i- L R I T 5 T \4 g p T 3 41 4 4 L O o -5 BO L -9 Bt"' NL BOJ L -9 g L O, -9 b ________. TR �__:_ b ._ __.._____. b .._ 0 T .. b 6 b 0 b 5� 3 6 F L - 9 - _...._�_ _ - _ 9 ___ 7 9 TYP i TYP ___��_...___ EM1 -_._.. EM1 FC— L-1-9 L -5 = Tj r GI 10 14 FIELD VERIFY ALL EXISTING CONDITIONS. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF LIGHT FIXTURES. 10 ELECTRICAL LIGHTING PLAN SCALE: 1 /4" = 1' -0" SYMBOL DESCRIPTION SYMBOL DESCRIPTION CONDUIT UP +2" UNLESS NOTED CONDUIT DOWN CONDUIT HOMERUN UNDERGROUND CONDUIT HOMERUN CONDUIT - AS SHOWN INDICATES (1) HOT /SWITCH LEG, (1) NEUTRAL, (1) GROUND * UNDERGROUND CONDUIT - AS SHOWN INDICATES (1) HOT /SWITCH LEG, (1) NEUTRAL, (1) GROUND THREE PHASE CIRCUIT - TICK MARK INDICATES (3) CONDUCTORS, (1) GROUND SINGLE PHASE CIRCUIT -TICK MARK INDICATES (2) CONDUCTORS, (1) GROUND NOTE: 3 -WAY AND 4 -WAY SWITCHING REQUIRES ADDITIONAL CONDUCTORS FOR PROPER OPERATION. PROVIDE AS REQUIRED FOR A COMPLETE WORKING LIGHTING CONTROL SYSTEM. PROVIDE HOT TO ALL EMERGENCY LIGHTING FIXTURES AND EXIT SIGNS. SINGLE POLE WALL SWITCH WALL SWITCH - DESIGNATIONS AS FOLLOWS: 2 =2 POLE 4 =4 -WAY 3 =3 -WAY P =PILOT LIGHT M =MOTOR RATED SWITCH H= LIGHTED HANDLE DM= DIMMER K =KEY SWITCH MS= MOTION SENSOR SWITCH (HUBBELL #ATP1277W) SIMPLEX RECEPTACLE - NEMA 5 -20R UNLESS NOTED OTHERWISE DUPLEX RECEPTACLE - NEMA 5 -20R UNLESS NOTED OTHERWISE DOUBLE- DUPLEX RECEPTACLE - NEMA 5 -20R UNLESS NOTED OTHERWISE RECEPTACLE DESIGNATIONS AS FOLLOWS: GFCI= GROUND FAULT INTERRUPTER WP= WEATHERPROOF S= SWITCHED E= EMERGENCY POWER IG= ISOLATED GROUND AC =ABOVE COUNTER HEAVY DUTY RECEPTACLE - NEMA TYPE AS NOTED ON PLANS. FLOOR MOUNTED DUPLEX RECEPTACLE CEILING MOUNTED DUPLEX RECEPTACLE QUAD RECEPTACLE JUNCTION BOX LOW VOLTAGE BELL LOW VOLTAGE CHIME SUB - WOOFER SPEAKERS EXHAUST FAN DATA OUTLET TELEPHONE OUTLET TIMESWITCH a G LV +12" ■ ©D ® NON -FUSED DISCONNECT SWITCH 60/3 = 60 AMP SWITCH, 3 POLE FUSED DISCONNECT SWITCH 60/3/40 = 60 AMP SWITCH, 3 POLE, 40 AMP FUSE LOW VOLTAGE 12" ABOVE FLOOR LINE OF AREA WHERE SHOWN ELECTRICAL PANELBOARD DUCT SMOKE DETECTOR CEILING MOUNTED OCCUPANCY SENSOR NOTE: NOT ALL SYMBOLS MAY APPLY 1 FURNISH AND INSTALL 120 VOLT, 1 PHASE NON -FUSED DISCONNECT SWITCH ABOVE ACCESSIBLE CEILING FOR SIGN. SIGN CONTRACTOR MAKE 0- LIGHT FIXTURE SCHEDULE TO ALL CONNECTIONS, ETC. FROM LOAD SIDE OF THIS SWITCH TO SIGN. FURNISH AND INSTALL DEDICATED #10 COPPER GROUND WIRE FROM EQUIPMENT GROUND BUS IN PANEL FOR EACH CIRCUIT SERVING SIGN. DO NOT USE CONDUIT AS A GROUND. VERIFY EXACT LOCATION WITH SIGN CONTRACTOR. IIII- :11:::" • ----\ " - - --« -211/1_1->, • _ N � ' * $ 2$ d b GFCI di) 31( 0 0 O o 8 U S P ,0' D ■ E SYMBOL TYPE MANUFACTURER MODEL # LAMP VOLTAGE WATTS DESCRIPTION NOTES 0; B JUNG LTG GROUP DC301M - 39EH -W (1) 39WPAR30 CMH FL25 120 _. 44 j 8 SINGLE LAMP RECESSED LAMP SPOT 2 PROVIDE WHITE DUPLEX RECEPTACLE MOUNTED IN CEILING FOR SHOW WINDOW REQUIREMENTS. C JUNO LTG GROUP DC302- 39EMH -W (2) 39WPAR30 CMH FL25 120 88 TWO TWO LAMP RECESSED ADJUSTABLE SPOT 'O O; 3 CONNECT EXIT SIGN AND NIGHT LIGHTING FIXTURES TO UNSWITCHED EMERGENCY CIRCUIT L D METALUX IA- 232- UNV- EB81 -U (2) F32T8 SP35ECO 120 61 8 ' STRIP FLUORESCENT -19. I i 4 CONNECT FIXTURE TO UNSWITCHED LEG OF CIRCUIT AS SHOWN ON PLAN. ROUTE CIRCUIT THROUGH TIME SWITCH. REFER TO PANELBOARD SCHEDULE AND RISER DIAGRAM FOR MORE INFORMATION. FC BARTCO LIGHTING MiT5- 1S/28/120 (1) 28W T5 835EC0 120 30 4' STRIP LIGHT (MOUNTED UNDER CABINET) 5 i I H LUCIFER LIGHTING CO. FPK -3 -C (4) 10W Q. HAL W (1) 60 LV XFMR 120/12 60 RECESSED PUCK LIGHT WITH LOW VOLTAGE TRANSFORMER 6 PROVIDE "SWD" TYPE CIRCUIT BREAKER FOR THIS CIRCUIT PER NEC 240.83(D). SPEAKER JBL CONTROL 24C/CT.) (JBL / ) AND WIRING TO BE PROVIDED BY OWNER AND U METALUX 6232 (2) 20W T12 120 25 2' STRIP LIGHT 7 I I INSTALLED BY GC. EXTEND WIRING BACK TO MANAGER'S DESK. SPEAKERS TO BE CENTERED IN CEILING TILES. GC TO CONNECT ALL MUSIC SYSTEM EQUIPMENT AND MAKE SURE IT IS OPERATIONAL PRIOR TO TURNOVER. n Y T JUNO LIGHTING TM245 -39 -WH (1) 39WPAR30 CMH FL25 120 45 TRACK HEAD 8 CONNECT EXHAUST FAN TO CIRCUIT AS SHOWN. FAN SHALL BE CONTROLLED VIA TR JUNO LTG GROUP T2WH, T4WH, T6WH, T8WH, T12WH - 120 - 2', 4', 6', 8', 12' TRACK SECTION 1 LIGHT SWITCH. COORDINATE REQUIREMENTS WITH MECHANICAL CONTRACTOR. 9 LOW VOLTAGE EMERGENCY LIGHT. FURNISH AND INSTALL WIRES BACK TO BATTERY IN LIGHTING FIXTURE TYPE 'EM'. TL JUNO LTG GROUP T38WH - 120 - LIVE END FEED CONNECTOR 10 FURNISH AND INSTALL 120 VOLT, 1 PHASE, JUNCTION BOX ABOVE CEILING AND EM NORA NEBU- 200/2H WITH UNIT 120 24 WALL MOUNTED BATTERY BACK UP EMERGENCY LIGHT EXTEND WHIP DOWN IN WALL TO 5' -8" AFF, INTO FEATURE HEADER, AND CONNECT TO DISPLAY LIGHT. 4 EMB PRESCOLITE CV2 WITH UNIT 120 12 REMOTE EMERGENCY HEADS 11 CENTER LIGHT FIXTURE OVER LAVATORY ABOVE MIRROR. MOUNT EXIT SIGN AS HIGH AS POSSIBLE FOR VISIBILITY THROUGHOUT STORE. COORDINATE WITH GC PRIOR TO INSTALLATION. 12 O EM1 NORA NLR- 405 -NL -465 (1) 20W MR16 120/12 20 EMERGENCY LIGHT WITH REMOTE TRANSFORMER 13 CONNECT REMOTE HEADS TO THE BATTERY PACK FOR FIXTURE EM. BATTERY PACK POWER FIXTURE EM AND FIXTURES EMB IN EMERGENCY MODE. X1 NORA NX- 603 -LED /R WITH UNIT 120 2 LED EXIT SIGN SHALL 14 LOW VOLTAGE PUCK LIGHTS IN MILLWORK SHELF, PROVIDED BY MILLWORK VENDOR. ROUTE FEEDERS THROUGH WALL TO CEILING MOUNTED RECEPTACLE. NOTES: LIGHTING FIXTURES FURNISHED BY "THINGS REMEMBERED" FOR INSTALLATION BY CONTRACTOR 1. TRACK LENGTHS PER ARCHITECTURAL DRAWINGS. INSTALL MINITURE STRAIGHT CONNECTORS BETWEEN TRACK LENGTHS, JUNO T23WH. TOTAL 3 LIGHTS. 0 35.-- RECEIVED FEB 11 2011 �� � "Fla. �e 1'j p► � sV p13�� 20 ELECTRICAL SYMBOLS 18 ELECTRICAL KEYED NOTES 17 LIGHTING FIXTURE SCHEDULE *0 -3-) SCALE: N/A SCALE: N/A SCALE: N/A C1-4W CD t F 1114 t.1) •••••i CD p4 Pirj gp•i U PROJECT TEAM: Architect: Epoch Design Group, Inc. 1155 011vette Exec. Pkwy. Suite 100 St. Louis, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: Randall A. Nelson, P.E.'.`' 14817 West 95th Street Lenexa, KS 66215 TEL 913.322.5150 FAX: 913.322.5155 COPYRIGHT DISCLAIMER: THS DOCUMENT IS THE PROPERTY OP EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP FOR USE OP THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OP THIS DOCUMENT IS MAY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS MD CONDIRONS, THE DOCUMENT IS TO BE USED ONLY IN CONJUNCTION WTH THS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT ANY OTHER CIRCUMSTANCE CONSTTUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT H FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES AgacoNsmuTe AS-BURT CONDITIONS. THE PIMP ENT RETAINS TWO. BLIOATION TO VERIFY 511! CONDITIONS OF TH! SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OP THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECPENT'S MENDED USE. THE REc PENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN OROUP, ITS CONSULTANTS, ANY OP ITS RELATED ENTRIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OP PROPER OR IMPROPER US! OP THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THS DOCUMENT UPON COMPLETION OR TERMNATION OP WORK PERFORMED N CONJUNCTION WRH THIS PROJECT. PROFES BANA LS ) . Vtt„rWT. AP' 4, .3, : Rr> •nC'O•■ 1�H '' 6 ye i{ ,rrC/ PROJECT TITLE: 65 45 fl Z >er\ v 01 W uZ o to 0 W No.O Revision Description Date SHEET TITLE: ELECTRICAL LIGHTING PLAN PROJECT NO.: SHEET NUMBER: 10313 DRAWN BY: LBS ISSUE DATE: 01/26/11 E1.0 PROJECT TEAM: Architect: Epoch Design Group, Inc. 1155 Olivette Exec. Pkwy. Suite 100 St. Louts, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: Randall A. Nelson, W.--, :.- -, • 14817 West 95th Street Lenexa, KS 66215 TEL: 913.322.5150 FAX: 913.322.5155 COPYRIGHT DISCLAIMER: THIS DOCUMENT 13 THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORISATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT 13 HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS, THE DOCUMENT 13 TO RE USED ONLY IN CONJUNCTION WRH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES alinCONS1TTUTE AS -BURT CONDRIONS. THE RECIPIENT RETAINS TRr6 BLIOATION TO VERIFY THE CONDRIONS OP TF1! SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED US!. THE RECIPIENT SPECIFICALLY AGREES TO WANE AND 30 INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTRIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OP THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OP WORK PERFORMED RN CONJUNCTION WITH THIS PROJECT, PROJECT TITLE: W Q N ' Z7.. et - u0,iot = U Z LD w 0 N 0 L.U. N N LLJ LLI 0 J No.A Revision Description Date EET TITLE: ELECTRICAL POWER PLAN PROJECT NO.: SHEET NUMBER: 10313 DRAWN BY: LBS ISSUE DATE: 01 /26/11 E2.0 11L -26 4 fi -20 _ 1 ► I i 1I:LI: v 1 L -22 ) r GFCI ._._.__ ti _ 42 AFF j . -- _ __. 9 .._._.. J L �f . IF _ __ 12A R1 L -10 L -24 \ L- 37,39,41 -_ - -_ ___ EXISTING /RELOCATED __ _ PANELBOARD 'L' 60 /3 /NF — — ` NEMA 3Rc L -264 WP GFCI / , ��N44 ,,�� :: L 31,33,35 .. _.__ FT— . =I 7 2 '.I ° _ -.� I . �� .r 1 _t3 CASHWRAP t..r. B o00 ITT n SE i" 10 `' 126 v I CIR THI 1 I UITING DETAIL SHEET __-..„ e )1 +66 AFF �^ - 7 4 +36' AFF I o 6 jjd 1 T 1 1 1 ., _ „,..,_ _,. 5 8 24" AFF 4 _ j , _- .: >!AFF L -14 I 1 I I 000 L -18 — 30 i - AFF'j L -12 AFF L -16 - - - �, i�- __�_ _ �.�._. ( i -- . .. I II .... ...:... ...-: , ..... .. . -., ... �--- . , 3 8 8 4 FIELD VERIFY ALL EXISTING CONDITIONS. 10 ELECTRICAL POWER PLAN SCALE 1 /4" = 1' -0" 1. VERIFY 2. ALL 3. NO 4. NO 5. ALL 6. CONTRACTOR AUTHORITY. 7. LABEL TERM 8. METER, TENANT ALL CONDITIONS IN FIELD. VOLTAGE WIRING SHALL BE IN CONDUIT. COMBUSTIBLES ABOVE CEILING, I.E. TRANSFORMERS, WATER HEATERS, ETC. OVERCURRENT PROTECTION DEVICES IN TOILET ROOMS. PANELBOARDS SHALL HAVE TYPED LABELS. SHALL COORDINATE FINAL ELECTRICAL HOOK UP WITH ON -SITE TENANT ELECTRICAL SERVICE BY LANDLORD IN TENANT SPACE WITH THE "FEEDER ". SWITCHES, FUSES, CONDUIT, AND CONDUCTORS SHALL BE PROVIDED BY IF NOT EXISTING. LANDLORD'S ELECTRICAL ROOM r TENANT SPACE 1 PROVIDE FLUSH MOUNTED JUNCTION BOX AT 66" AFF FOR SPEAKER WIRING 1 FURNISH AND INSTALL DEDICATED GROUND RECEPTACLE ON SIDE WALL OF CASHWRAP PARTITION BELOW CPU SHELF APROXIMATELY 12" BACK FROM FRONT EDGE OF THE CASHWRAP. PROVIDE HOMERUNS WITH BLANK STANDARD COVERPLATE. VERIFY EXACT LOCATION WITH OWNER'S REPRESENTATIVE. GROUND WIRE (GREEN #12 THWN) FROM GROUND LUG ON DEDICATED RECEPTACLE DIRECTLY TO EQUIPMENT BUS IN PANEL. DEDICATED RECEPTACLE TO HAVE SEPARATE WHITE NEUTRAL WIRE FROM AC COMMON LUG IN PANEL TO DEDICATED RECEPTACLE WITHIN CASHWRAP. (TYP OF 2) 2 MOUNT THERMOSTAT CONTROL UNIT BY OTHERS ABOVE THE MANAGER'S DESK AND AT 36" AFF.. PROVIDE 3/4" CONDUIT TO HVAC UNIT CONTROL BOX WITH PULL WIRE. FIELD VERIFY LOCATIONS. 2 JUNCTION BOX MOUNTED ON CASHWRAP PARTITION WALL BELOW CPU SHELF APPROXIMATELY 12" RECEPTACLE. EXTEND 3/4" 3 MOUNT REMOTE SENSOR AT +5' -0" ABOVE FINISHED FLOOR. FURNISH AND BACK FROM FRONT EDGE OF THE CASHWRAP DIRECTLY BELOW CONDUIT WITH CONTINUOUS PULL WIRE FROM CASHWRAP TO MANAGER'S DESK. INSTALL CONDUIT TO SENSOR WITH PULL WIRE. FIELD VERIFY EXACT LOCATION. PROVIDE 1/2 "X1/2" OPENING IN WALL FOR SENSOR. 4. FURNISH AND INSTALL WHITE DUPLEX RECEPTACLE AND DEVICE PLATE +18" AFF 1 1 1 a 2 TO CENTERLINE. 5 PROVIDE 3/4" CONDUITS WITH PULL STRING AS REQUIRED FOR POWER AND I, I ! 1 1 - -■ r-1 6" DATA /COMMUNICATION EQUIPMENT AT CASHWRAP. CONDUIT SHALL BE ROUTED DOWN WALL BEHIND CASHWRAP AND UNDER SLAB OR WITHIN TRENCH TO CASHWRAP. FIELD VERIFY LANDLORD'S REQUIREMENTS FOR SAW CUTTING AND /OR DRILLING PRIOR TO INSTALLATION. ROUTE CONDUIT THROUGH BASE OF CASHWRAP. PROVIDE CONDUCTORS AS REQUIRED FOR DEDICATED GROUND RECEPTACLES. SEE DETAIL 19/E2.0 FOR MORE INFORMATION. IMIIII . 3 MIN Ar ■ �� w— 5 - _ L 6 JUNCTION BOX WITH MUD RING, COVERPLATE, AND 3/4" CONDUIT WITH r 1 1 4 CONTINUOUS PULL WIRE FROM CASHWRAP. 7 CONDUIT WITH PULL WIRE AS REQUIRED BY TELEPHONE OR OTHER GOVERNING 2 LOCATION STUB -UP - TYP. OF 3 AUTHORITY. INSTALLATION MUST RESULT IN A TELEPHONE RACEWAY SYSTEM. VERIFY REQUIREMENTS OF SIZE, LOCATION, ETC. FIELD LOCATE EXISTING INCOMING TELEPHONE SERVICE CONDUIT AND EXTEND AS REQUIRED FOR CONNECTION TO NEW TELEPHONE EQUIPMENT. ELEVATION A A 8 120 VOLT, 1 PHASE, RECEPTACLE IN CASEWORK BY GENERAL CONTRACTOR. NOTE: THIS RISER DIAGRAM REPRESENTS (AS ACCURATELY AS POSSIBLE) THE ELECTRICAL DISTRIBUTION SYSTEM. FIELD VERIFY ALL SIZES OF EQUIPMENT, CONDUCTORS, FUSES, ETC. SIZES SHOWN ON THIS DRAWING SHALL BE CONSIDERED A MINIMUM. ANY EXISTING EQUIPMENT CONDUCTORS, FUSES, ETC. WHICH DO NOT MEET MINIMUM SHALL BE REPLACED TO MEET MINIMUM. FUSES FOR HVAC EQUIPMENT SHALL BE PER UNIT NAMEPLATE DATA FUSE AMPACITY SHALL NOT EXCEED CONDUCTOR AMPACITY. FURNISH AND INSTALL JUNCTION BOX ABOVE FINISHED CEILING AND ROUTE 1/2" CONDUIT DOWN IN WALL AND STUB INTO CASEWORK AT HEIGHT SHOWN AND MAKE FINAL CONNECTION. VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. 1' -o'er 1 9 FURNISH AND INSTALL DUPLEX RECEPTACLE AT +48" AFF FOR TTB. FURNISH AND INSTALL #6 GROUND WIRE FROM EQUIPMENT GROUND FOR TELEPHONE SYSTEM 0 Lu THROUGH BASE OF CASHWRAP. ON PHONE BOARD (12x16 3/4" PLYWOOD TO MOUNT PHONE EQUIPMENT). VERIFY LOCATION PRIOR TO ROUGH -IN. 10 CONNECT CIRCUIT TO AIR HANDLER FACTORY INSTALLED DISCONNECT SWITCH. COORDINATE REQUIREMENTS WITH MECHANICAL CONTRACTOR AND NAMEPLATE DATA. 2 1 11 PROVIDE JUNCTION BOX AND CIRCUIT FOR INSTANTANEOUS ' ELECTRIC WATER STUB -UP `` HEATER BELOW LAVATORY. COORDINATE EXACT LOCATION WITH PLUMBING CONTRACTOR. 1 TO EXISTING 208/120 VOLT, 3 PHASE, 4 WIRE DISTRIBUTION EQUIPMENT IN LANDLORD'S METERING SWITCHBOARD IN LANDLORD'S ELECTRICAL ROOM LOCATED OFF CORRIDOR BEHIND SPACE APPROXIMATELY ROUTE CONDUIT 12 FURNISH AND INSTALL SERVICE DOOR SIGNAL WITH EQUIPMENT AS FOLLOWS: 100' -150' AWAY. VERIFY LOCATION ON SITE. VERIFY ALL TENANT RESPONSIBILITIES WITHIN LANDLORD'S GEAR PRIOR TO BID. •••, �1 , \ A. PUSHBUTTON EDWARDS #1786C -B MOUNT AT +4' -0" AFF. B. BUZZER EDWARDS #874 -G5 MOUNT 6" ABOVE CEILING AT WRAP. C. TRANSFORMER EDWARDS #598 MOUNT 6" ABOVE CEILING NEAR REAR DOOR. 2 PROVIDE A PULL BOX FOR REROUTING OF CONDUITS AND CONDUCTORS TO NEW PANELBOARD LOCATION. EXTEND EXISTING (4) #3 AND (1) #8 GROUND IN 1 -1/4" CONDUIT FROM PULL BOX LOCATION TO 'L'. LOCATION 3 1' -6" 13 G C! WEATHER PROOFECONVSNIENCE PROVIDE DISCONNECT SWITCH RELOCATED PANELBOARD VERIFY SIZE IN FIELD. 0 L -2 a Lu 4 RELOCATE AND REUSE EXISTING 100 AMP, 208/120 VOLT, 3 PHASE, 4 WIRE PANELBOARD 'L' WITH 100 UNIDD. MECHANICAL CONTRACTOR AND NAMEPLATE DATA. PERMIT SFp p FR/�j Pp R4;0 ~/ , ECEI V FEB 112011 CENTER qI� /T TF ,q 014 N� �.• �` ' 1 AMP MAIN CIRCUIT BREAKER. REFER TO PANELBOARD SCHEDULES FOR MORE INFORMATION. 5 REUSE EXISTING TIME SWITCH TO CONTROL SIGNAGE AND SHOW WINDOW LIGHTING. MOUNT A MINIMUM OF 6" AWAY FROM PANELBOARD .'L'. SET TIME AS DIRECTED BY LANDLORD AND OWNER. I 1 d A PLAN VIEW 2 0 ELECTRICAL GENERAL NOTES CASHWRAP CIRCUITING CUITING DETAIL POWER RISER DIAGRAM L V ELECTRICAL PLAN KEYED NOTES SCALE: N/A SCALE: N A / SCALE: N/A SCALE: N/A PROJECT TEAM: Architect: Epoch Design Group, Inc. 1155 Olivette Exec. Pkwy. Suite 100 St. Louts, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: Randall A. Nelson, W.--, :.- -, • 14817 West 95th Street Lenexa, KS 66215 TEL: 913.322.5150 FAX: 913.322.5155 COPYRIGHT DISCLAIMER: THIS DOCUMENT 13 THE PROPERTY OF EPOCH DESIGN GROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORISATION FROM EPOCH DESIGN GROUP FOR USE OF THIS DOCUMENT IS NOT TRANSFERABLE. THE RECIPIENT OF THIS DOCUMENT 13 HEREBY ADVISED THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS, THE DOCUMENT 13 TO RE USED ONLY IN CONJUNCTION WRH THIS PROJECT. REUSE OF ANY PORTION OF THE DOCUMENT IN ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES alinCONS1TTUTE AS -BURT CONDRIONS. THE RECIPIENT RETAINS TRr6 BLIOATION TO VERIFY THE CONDRIONS OP TF1! SUBJECT PROPERTY AND TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OF THE DOCUMENT FOR THE RECIPIENT'S INTENDED US!. THE RECIPIENT SPECIFICALLY AGREES TO WANE AND 30 INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OF ITS RELATED ENTRIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OP THIS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THIS DOCUMENT UPON COMPLETION OR TERMINATION OP WORK PERFORMED RN CONJUNCTION WITH THIS PROJECT, PROJECT TITLE: W Q N ' Z7.. et - u0,iot = U Z LD w 0 N 0 L.U. N N LLJ LLI 0 J No.A Revision Description Date EET TITLE: ELECTRICAL POWER PLAN PROJECT NO.: SHEET NUMBER: 10313 DRAWN BY: LBS ISSUE DATE: 01 /26/11 E2.0 MANUFACTURERS' NAMES ON WHICH THE SPECIFICATION IS BASED INDICATE THE MINIMUM QUALITY OF PRODUCT REQUIRED. SUBSTITUTION MAY BE MADE TO THOSE SPECIFIED IF DEEMED EQUIVALENT BY THE OWNER'S REPRESENTATIVE. ALL WORK AND PRODUCTS SHALL MEET THE REQUIREMENTS OF THE LANDLORD. 1. THE GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDITIONS SHALL BE CONSIDERED AS PART OF THIS SPECIFICATION. 2. CONTRACTORS SHALL VISIT SITE PRIOR TO BIDDING. BIDS SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS. FIELD VERIFY LANDLORD'S ELECTRICAL AND TELEPHONE EQUIPMENT AND DISTANCE FROM LEASED SPACE. 3. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TOOLS TO PERFORM ELECTRICAL WORK SHOWN, NOTED OR SCHEDULED FOR A COMPLETE AND FINISHED INSTALLATION. ALL MATERIALS AND EQUIPMENT SHALL BE COMMERCIAL GRADE AND SHALL CARRY A U.L LABEL. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING COMPONENTS THEREOF SHALL BE NEW AND SUCH AS APPEARS ON THE UNDERWRITER'S LABORATORY LIST OF APPROVED ITEMS AND SHALL MEET THE REQUIREMENTS OF RECOGNIZED STANDARDS. EQUIPMENT SHALL BE SIZED IN CONFORMITY WITH REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND OTHER APPLICABLE CODES. 4. THE WORD "PROVIDE" AS USED HEREIN MEANS TO FURNISH AND INSTALL COMPLETE. 5. ALL WORK TO BE IN ACCORDANCE WITH NEC AND ALL APPLICABLE FEDERAL, STATE, AND LOCATL CODES. 6. SECRURE AND PAY FOR ALL REQUIRED PERMITS AND INSPECTION CERTIFICATES. 7. SUBMIT MATERIAL LISTS AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE ARCHITECT FOR APPROVAL. SUBMITTALS SHALL BE IN ACCORDANCE WITH GENERAL CONDITIONS AND SHALL BEAR THE STAMP OF THE ELECTRICAL CONTRACTOR SHOWING THAT HE HAS REVIEWED AND APPROVED THEM. LACK OF SUCH CONTRACTOR'S APPROVAL WILL BE CAUSE FOR REJECTION WITHOUT REVIEW BY THE ARCHITECT. 8. SCOPE OF WORK: PROVIDE ELECTRICAL SERVICE TO SPACE PER DRAWINGS AND LANDLORDS REQUIREMENTS. INSTALL NEW LIGHTING FIXTURES, PER SCHEDULE. NEW RECEPTACLES AS INDICATED. IF APPLICABLE, CIRCUITING OF RELOCATED PANEL(S). PROVIDE NEW CIRCUIT BREAKERS AS REQUIRED. RELOCATE TRANSFORMER. PROVIDE TELEPHONE SERVICE AND TELEPHONE SYSTEM RACEWAY AND JUNCTION BOXES. ALL TELEPHONE SYSTEM WIRING AND DEVICES WITHIN TENANT SPACE 9. CONDUIT SHALL BE STANDARD STEEL, RIGID IMC OR EMT (THIN WALL). CONDUIT SHALL BE CONCEALED IN FINISHED AREAS. EXCEPT AS OTHERWISE APPROVED BY LANDLORD'S REPRESENTATIVE. EMT CONNECTIONS SHALL BE COMPRESSION TYPE. MINIMUM SIZES OF CONDUIT SHALL BE 3/4" EXCEPT 1/2" FOR SWITCH LEGS. EMT SHALL BE GALVANIZED OR ELECTRO- GALVANIZED. EMT SHALL BE USED FOR FEEDERS AND BRANCH CIRCUITS RUN ABOVE SUSPENDED CEILINGS OR CONCEALED IN INTERIOR PARTITIONS. EMT SHALL NOT BE CONCEALED IN POURED CONCRETE FLOOR OR WALLS. USE HEAVY WALL CONDUIT OR IMC FOR UNDER SLAB INSTALLATIONS. IMC IS PERMITTED WITH SCREW CONNECTIONS. FLEXIBLE METAL CONDUIT MAY BE USED ONLY FOR SHORT CONNECTIONS TO FIXTURES AND EQUIPMENT, AS PERMITTED BY CODE. MAXIMUM LENGTH 5' -0 ". 10. ALL CONDUCTORS SHALL BE SOFT DRAWN, ANNEALED COPPER, WITH 600V INSULATION: #10 AND SMALLER- SOLID WITH SINGLE BRAID. #8 AND LARGER- STRANDED WITH AT LEAST DOUBLE BRAID. ALL WIRING TO BE 2 #12, UNLESS OTHERWISE NOTED, WITH AN INDIVIDUAL NEUTRAL CONDUCTOR FOR EACH UNGROUNDED (HOT) CIRCUIT CONDUCTOR. DO NOT SHARE NEUTRAL CONDUCTORS PER NEC 210.4. #14 MAY BE USED FOR CONTROL APPLICATIONS. ALL LOW VOLTAGE WIRING NOT REQUIRED TO BE IN CONDUIT SHALL BE FIRE RETARDANT PLENUM RATED. ALL WIRE AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO THE SITE IN UNBROKEN PACKAGES. GENERAL WIRING SHALL HAVE THW, THHN, OR THWN INSULATION. ALUMINUM CONDUCTORS ARE NOT PERMITTED. WIRE CONNECTORS SHALL BE EQUAL TO SCOTCHLOCK FOR #8 AND SMALLER, AND T &8 "LOCK -LITE" FOR #6 AND LARGER. WIRES SHALL BE COLOR CODED AND FOLLOWED THROUGHOUT FOR FEEDERS AND BRANCH CIRCUITS AND USED AS A BASIS FOR BALANCING LOADS: USE 10 AWG (MINIMUM) CONDUCTORS FOR 20 AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN 75 FEET. USE 10 AWG (MINIMUM) CONDUCTORS FOR 20 AMPERE, 277 VOLT BRANCH CIRCUITS LONGER THAN 150 FEET. 120/208 Y VOLTS 277/480 Y VOLTS PHASE A B NEUTRAL GROUND 11. BOXES AND FITTINGS: COLOR BLACK RED BLUE WHITE GREEN PHASE A B C NEUTRAL GROUND COLOR YELLOW BROWN ORANGE WHITE W/ TRACER OR GREY GREEN BOXES AND FITTINGS SHALL BE NEW. TOP QUALITY AND LOCATED WHERE REQUIRED TO INSTALL THE CONDUCTORS IN COMPLIANCE WITH THE PREVAILING CODES. APPROVED MANUFACTURES ARE: STEEL CITY, RACO OR APPLETON. SHEET METAL BOXES: NEMA OS 1. CAST METAL BOXES: NEMA FB 1. TYPE FS OR FD. GASKETED COVER. CAST FERROALLOY BOX WITH BOXES IN FIRE -RATED WALLS SHALL HAVE A FIRE RATING EQUAL TO OR GREATER THAN THE RATING OF THE WALL. 12. WIRING DEVICES: WALL SWITCHES, SINGLE POLE, DOUBLE POLE, AND THREE WAY SHALL BE SPEC. GRADE, 20A, 120!277V, WITH SCREW TERMINALS, EQUAL TO HUBBELL #HBL1221. MANUFACTURER SHALL BE HUBBELL, BRYANT, PASS AND SEYMOUR OR LEVITON. GENERAL DUTY DUPLEX RECEPTACLES SHALL BE 2 -POLE, 3 -WIRE GROUNDING TYPE, COMMERCIAL GRADE, 20A, 125V EQUAL TO HUBBELL #5362. MANUFACTURERS SHALL BE HUBBELL, BRYANT, PASS AND SEYMOUR, OR LEVITON. GROUND FAULT INTERRUPTER RECEPTACLE SHALL BE, WHITE, DUPLEX RECEPTACLES, FEED - THROUGH TYPE, CAPABLE OF PROTECTING CONNECTED DOWNSTREAM RECEPTACLES ON A SINGLE. CIRCUIT. 20A, 120V, 60 HZ; WITH SOLID -STATE GROUND FAULT SENSING AND SIGNALING; WITH 5 MILLIAMPERES GROUND -FAULT TRIP LEVEL EQUAL TO HUBBELL #GF5362. APPROVED MANUFACTURERS SHALL BE HUBBELL, BRYANT. PASS AND SEYMOUR, OR LEVITON. WEATHERPROOF RECEPTACLE COVER SHALL BE HUBBELL #WP826MP. APPROVED MANUFACTURERS SHALL BE HUBBELL. BRYANT, PASS AND SEYMOUR. OR LEVITON. DEDICATED DUPLEX RECEPTACLES SHALL BE 2 -POLE, 3 -WIRE GROUNDING TYPE, RED, COMMERCIAL GRADE, 20A, 125V EQUAL TO HUBBELL #5362 -R. MANUFACTURERS SHALL BE HUBBELL, BRYANT. PASS AND SEYMOUR, OR LEVITON. WIRING DEVICE ACCESSORIES INCLUDING ALL WALL PLATES SHALL BE PROVIDED AT EACH DEVICE. WALL PLATES SHALL BE SAME COLOR AS DEVICE AND MANUFACTURED AS A COMPANION TO THE DEVICE. ALL WIRING DEVICES SHALL BE WHITE, UNLESS OTHERWISE NOTED. MOUNTING HEIGHTS OF DEVICES SHALL BE TO THE FOLLOWING CENTERLINES, UNLESS OTHERWISE NOTED: TOGGLE SWITCHES 4' -0" RECEPTACLES 1' -6" TELEPHONE OUTLETS 4' -6" DISCONNECT SWITCHES (TOP) 5' -6" PO.NELBOARDS (TOP) 6' -0" 13. GROUNDING SYSTEM: THIS CONTRACTOR SHALL PROVIDE, INSTALL, AND CONNECT A COMPLETE SYSTEM OF GROUNDING FOR ALL EQUIPMENT AND STRUCTURES. MECHANICAL AND ELECTRICAL CONNECTION SHALL BE MADE WITH APPROVED GROUNDING CONNECTORS. ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS SHALL COMPLY WITH ALL LOCAL, AND NEC CODES AND REGULATIONS. PANELS, CONDUIT SYSTEMS, MOTOR FRAMES, LIGHTING FIXTURES AND OTHER EQUIPMENT THAT ARE A PART OF THIS INSTALLATION SHALL BE SECURELY GROUNDED. MAIN GROUNDING SYSTEM SHALL BE SIZED TO CONFIRM WITH SECTION 250 OF THE NEC. PROVIDE CONDUIT TO PROTECT GROUND WIRE FROM DAMAGE TO AN AREA 6' -0" ABOVE FLOOR. GROUND ALL 3 WIRE RECEPTACLES TO THE OUTLET BOXES. GROUND CONDUCTOR SHALL BE SUPPLIED IN ALL NON- METALLIC CONDUIT. 14. PANELBOARDS: PANELBOARDS SHALL BE DEAD FRONT AND CONSIST OF INTERIORS, BUS, MAIN AND BRANCH CIRCUIT PROTECTIVE DEVICES, MAIN ALL NECESSARY EQUIPMENT FOR A COMPLETE PANELBOARD. DETAILED CHARACTERISTICS SUCH AS NUMBER OF BRANCHES, FRAME OR AMPERE BUS SIZE, TYPE MOUNTING OR VOLTAGE RATINGS, SHALL BE AS SHOWN DRAWINGS. CABINETS, LUGS. AND RATING, TRIP, ON THE CABINET SHALL BE FABRICATED OF CODE GAUGE, HOT GALVANIZED STEEL WITH ODEQUOTE GUTTERS. JOINTS SHALL BE WELDED AND REINFORCED WHERE REQUIRED. THE OUTSIDE OF SURFACE MOUNTED CABINETS SHALL BE FINISHED WITH ONE COAT OF ZINC CHROMATE PRIMER AND AT LEAST ONE COAT OF GRAY ENAMEL. LOAD CENTER TYPE PANELBOARDS ORE NOT ACCEPTABLE. TRIM AND PANELBOARD FRONT SHALL BE MADE OF COLD- ROLLED STEEL OF CODE GAUGE STEEL. TRIM SHALL HAVE DOORS WITH CONCEALED HINGES AND HAVE A FLUSH TYPE COMBINATION LOCK AND CATCH OR A MULTIPLE POINT CONTACT CATCH. EACH LOCK SHALL BE PROVIDED WITH TWO KEYS. ALL PANELBOARDS SHALL BE KEYED ALIKE. FURNISH AND INSTALL A TYPED INDEX IDENTIFYING THE PANELBOARD AND INDICATING THE CIRCUIT NUMBER WITH THE DESCRIPTION OR FUNCTION OF THE ASSOCIATED BRANCH CIRCUIT. INDEX SHALL BE MOUNTED UNDER A CLEAR GLASS OR PLASTIC PROTECTIVE COVER. TRIM SHALL BE CLEANED, AND GIVEN A PRIME COAT OF PAINT AND AT LEAST ONE FINISHED COAT OF GRAY ENAMEL. ALL LUGS SHALL BE OF THE SOLDERLESS TYPE. ALL PANELBOARDS SHALL HAVE ENGRAVED NAMEPLATES IDENTIFYING PANELBOARDS AS INDICATED BY OWNER. ALL PANELBOARD SWITCHES AND CIRCUIT BREAKERS SHALL BE LABELED AS DIRECTED BY OWNER. 277/480 VOLT PANELS SHALL BE EQUAL TO SQUARE D TYPE NF WITH TYPE EDB (25000 AIC) BOLT -ON CIRCUIT BREAKERS. 120/208 VOLT PANELS SHALL BE EQUAL TO SQUARE D TYPE NQOD WITH TYPE Q0 -VH (22000 AIC) BOLT -ON CIRCUIT BREAKERS. 15. WORK IN ELECTRICAL PANEL SHALL INCLUDE: CHECK AND TIGHTEN ALL CONNECTIONS AND WIRING. VERIFY OPERATION OF ALL BREAKERS. NEW CIRCUIT BREAKERS SHALL BE QUICK -MAKE, QUICK- BREAK, TRIP INDICATING TYPE AND AMBIENT COMPENSATING. CIRCUIT BREAKERS, SHALL BE BOLT ON TYPE, MINIMUM INTERRUPTING SHALL BE AS NOTED ON PANEL SCHEDULE. BREAKERS SERVING LIGHTING CIRCUITS SHALL BE RATED FOR SWITCH SERVICE. BREAKERS SERVING HVAC EQUIPMENT SHALL BE HACR RATED. PROVIDE "LOCK -ON" DEVICE AT BREAKERS SERVING CASH REGISTER, NIGHT LIGHT /EMERGENCY, FIRE ALARM EQUIPMENT AND TIME SWITCH CIRCUITS, AS INDICATED ON THE PANEL SCHEDULE. PROVIDE NEW PANEL DIRECTORY, TYPED AND INSTALLED BEHIND CLEAR PLASTIC COVER ON INSIDE OF THE DOOR. PANEL SHALL BE CIRCUITED SO THAT THE LOAD IS DISTRIBUTED EVENLY ACROSS ALL THREE PHASES TO WITHIN 10% PER NEC. 16. SAFETY AND DISCONNECT SWITCHES: PROVIDE SAFETY AND DISCONNECT SWITCHES. FUSED OR NON- FUSED, AS CALLED FOR ON DRAWING AND AS REQUIRED BY CODE. SWITCHES SHALL BE HEAVY DUTY, LOAD AND HORSEPOWER RATED. SQUARE D TYPE H. SWITCH ENCLOSURE TO BE SUITABLE FOR APPLICATION. 17. FUSES: CARTRIDGE FUSES SHALL BE ONE TIME BUSSMANN "FUSETRON ", "LOW- PEAK ", OR "HI -CAP ", SIZED ACCORDING TO THE LOAD OR AS INDICATED ON THE DRAWINGS. PROVIDE FUSES IN ALL SWITCHES REQUIRING THEM. IN ADDITION, FURNISH TO THE OWNER ONE SET OF EACH SIZE AND TYPE FUSE ON THE JOB. 18. DRY TYPE TRANSFORMERS: TRANSFORMERS SHALL BE OF KVA RATING AS NOTED ON THE DRAWINGS, 2 WINDING, DRY TYPE, 3 PHASE, WITH SIX 2 -1/2% TAPS, 2 ABOVE AND 4 BELOW NORMAL PRIMARY VOLTAGE. TRANSFORMER SHALL BE NEMA TYPE 1, QUIET TYPE WITH CORE AND COILS ISOLATED FROM THE CASE BY VIBRATION DAMPERS. TRANSFORMERS SHALL BE SQUARE D TYPE WATCHDOG (TP -1), 19. SEISMIC RESTRAINS ON ELECTRICAL. EQUIPMENT: ALL ELECTRICAL EQUIPMENT SHALL BE PROVIDED WITH SEISMIC RESTRAINING SERVICES AS REQUIRED BY LOCAL BUILDING CODES. CONTRACTOR SHALL HAVE LOCAL BUILDING OFFICE REVIEW EACH PIECE OF EQUIPMENT WHEN INSTALLED AND THE CONTRACTOR SHALL INSTALL ALL REQUIRED TIE DOWN, ANCHORS, STRAPS OR OTHER DEVICES REQUIRED. 20. TELEPHONE SYSTEM: MAKE ARRANGEMENTS WITH THE LOCAL UTILITY FOR INSTALLATION OF TELEPHONE SERVICE. CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION WITHIN TENANTS PREMISES SHALL BE PROVIDED AS REQUIRED BY CODE OR AS INDICATED ON THE DRAWINGS. TELEPHONE ROUGH -IN OUTLET BOXES SHALL BE 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. 21. THIS CONTRACTOR SHALL MAKE ARRANGEMENTS FOR TEMPORARY POWER AND SHALL PAY THE COST FOR THE UTILITY CONNECTION AND SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE OF THE TEMPORARY WORK AND FOR THE REMOVAL OF SAME. CONTRACTOR SHALL PAY ALL UTILITY CHARGES IN CONNECTION WITH THE TEMPORARY POWER. CONTRACTOR SHALL PROVIDE GROUND FAULT PROTECTION FOR ALL EQUIPMENT USED ON THE PREMISES DURING CONSTRUCTION. 22. THIS CONTRACTOR SHALL DO ALL CUTTING, CHASING; OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK HEREIN SPECIFIED. ANY CUTTING SHALL HAVE PRIOR APPROVAL BY THE LANDLORD. CONTRACTOR IS RESPONSIBLE TO TAKE WHATEVER MEASURES ARE NECESSARY INCLUDING BUT NOT LIMITED TO THOSE MEASURES PRESCRIBED BY THE LANDLORD IN THE EXERCISE OF ITS REASONABLE JUDGMENT TO ASSURE THAT COREBORING WILL NOT DAMAGE LANDLORD'S STRUCTURE, CONDUITS, ETC. OR THE WORK OF OTHER TENANT'S BELOW. THE COST OF SUCH TESTS OR REPAIR OF ANY DAMAGE WILL BE BORNE BY THIS CONTRACTOR. ALL SLEEVED, OPENINGS, ETC. THROUGH FIRE RATED WALLS AND FLOORS SHALL BE SEALED AFTER CONDUIT INSTALLATION WITH SEALER EQUAL TO OR EXCEEDING FIRE RATING OF FLOOR OR WALL. 23. ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING AND REPAIR. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL, SUCH AS CHANNELS, RODS, NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE SECURED TO THE BUILDING STRUCTURE, NOT TO PIPING OR DUCTWORK. ALL CONDUIT SHALL BE CONCEALED WHERE POSSIBLE. EXPOSED CONDUIT SHALL BE RUN IN STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGLES TO COLUMN LINES AND SEPARATED AT LEAST 3" FROM WATER LINES WHEREVER THEY RUN ALONG SIDE OR ACROSS SUCK LINES. 24. LIGHTING FIXTURES: THE CONTRACTOR SHALL INSTALL A NEW LIGHTING FIXTURE OF THE TYPE SPECIFIED FOR EACH LIGHTING OUTLET SHOWN WITH COMPLETE LAMPS OR TUBES. ALL FIXTURES SHALL BE HUNG AND MOUNTED IN PLACE, PROPERLY WIRED, TESTED AND LEFT READY FOR OPERATION. THIS CONTRACTOR SHALL REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, FOR FIXTURE SCHEDULE AND SHALL INSTALL FIXTURES AS DIMENSIONED ON THAT PLAN. THE OWNER SELECTS AND PROVIDES ALL LIGHTING FIXTURES. COMPLETE WITH ACCESSORIES AND LAMPS. REFER TO THE LIGHT FIXTURE SCHEDULE ON ELECTRICAL DRAWINGS. FIXTURES PROVIDED BY OWNER WORKSHOP SHALL BE SHIPPED TO THE SITE FOR INSTALLATION BY THE ELECTRICAL CONTRACTOR. THE CONTRACTOR SHALL SURVEY THE SHIPMENT TO VERIFY FIXTURE QUANTITIES AND DAMAGES. IN THE EVENT THAT SHIPMENT IS INCOMPLETE OR DAMAGED, CONTRACTOR SHALL INFORM OWNER. AFTER THE SHIPMENT IS VERIFIED AND ACCEPTED, CONTRACTOR SHALL MOVE FIXTURE TO AN AREA OF SAFETY FOR STORAGE UNTIL THEY MAY BE INSTALLED. HE ASSUMES RESPONSIBILITY FOR THE FIXTURES UNTIL THE PROJECT IS TURNED OVER TO THE OWNER. 25. PAINTING OF ELECTRICAL CONDUITS, ETC,. IF REQUIRED, WILL BE BY GENERAL CONTRACTOR. 26. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN HIS WORK AS THE JOB PROGRESSES, AND UPON COMPLETION SHALL TURN OVER TO THE TENANT A RECORD SET OF PRINTS SHOWING THESE CHANGES. 27. AT THE COMPLETION OF JOB, CONTRACTOR SHALL REPLACE ANY LAMPS THAT HAVE BURNED OUT. NEW AND EXISTING, CLEAN ALL FIXTURES, TOUCH UP ANY SCRATCHES AND REPLACE ANY FIXTURES THAT HAVE BEEN DAMAGED. 28. GUARANTEE: MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THIS CONTRACTOR'S EXPENSE. FOR THE SAME PERIOD, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND /OR INSTALLED BY HIM. 29. IT IS THE INTENT THAT THE FOREGOING WORK SHALL BE COMPLETE IN . EVERY RESPECT AND THAT ANY MATERIAL OR WORK NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS, BUT NECESSARY TO FULLY COMPLETE THE WORK SHALL BE FURNISHED. 30. THE LOCATION OF RECEPTACLES AND FIXTURES SHOWN ON THE DRAWING IS APPROXIMATE AND THE OWNER SHALL HAVE THE RIGHT TO RELOCATE ANY RECEPTACLES OR FIXTURES BEFORE THEY ARE INSTALLED WITHOUT ADDITIONAL COST. 1-7 TS TS EM EM LCK COMMERCIAL LOAD SUMMARY BUILDING AREA: 1,253 SQ. FT VOLTAGE: 208Y 120V, 3PH 4W LOAD DESCRIPTION CONNECTED LOAD (VA) WIRE SIZE DEMAND FACTOR CONNECTED PER PHASE (VA) DEMAND LOAD (VA) LIGHTING POWER & INTERIOR LIGHTING 3,274 x 125% = 0 EXTERIOR LIGHTING 0 x 125% = 0 SIGNAGE 1,200 x 125% = 1,500 MINIMUM GENERAL LIGHTING PER NEC -220 x 125% 4,279 MINIMUM TRACK LIGHTING /SHOW WINDOW PER NEC -220 x 125% 9,250 HVAC 2 EXISTING 0 x 100% = 0 RECEPTACLES 1,260 x 100 %;50% = 1,260 MISCELLANEOUS EQUIPMENT 2,900 x 100% = 2,900 REFRIGERATION EQUIPMENT 0 x 100% = 0 KITCHEN 0 x 100% = 0 HVAC - SUMMER 0 x 100% = 0 HVAC - WINTER 11,916 x 100% = 11,916 SUPP. ELECTRIC HEAT 3,000 x 100% = 3,000 MOTORS 844 x 100% = 844 LARGEST MOTOR 0 x 25% = 0 SUB -TOTAL (VA) SUB -TOTAL (AMPS) 24,394 SUB -TOTAL (VA) SUB -TOTAL (AMPS) SERVICE SIZE (AMPS) CAPACITY (AMPS) 34,949 68 97 SPARE 100 3 PANELBOARD L (EXISTING) BUS AMPS: 100A LOCATION: STOCK ROOM GROUND BUS: YES MAIN SIZE / TYPE: 100A MCB NEMA RATING: NEMA 1 ISOL. GROUND BUS: NO VOLTS /PHASE: 208Y/120V, 3PH, 4W FEED THRU LUGS: NO MOUNTING: SURFACE AIC RATING: EXISTING SECTIONS: 1 OF 1 CKT # CIRCUIT DESCRIPTION BREAKER WIRE SIZE LOAD (VA) CONNECTED PER PHASE (VA) LOAD (VA) WIRE SIZE BREAKER CIRCUIT DESCRIPTION CKT # AMPS P A B C P AMPS 1 SPARE 20 1 0 300 300 12 1 20 POS REGISTER #1 2 3 SIGNAGE 20 1 12 1,200 1,500 300 12 1 20 POS REGISTER #2 4 5 SHOW WINDOW LTG / RECEPT 20 1 12 688 988 300 12 1 20 MANAGER'S DESK 6 7 SPARE 20 1 0 200 200 12 1 20 STEREO EQUIPMENT 8 9 SALES AREA DOWN LTG 20 1 12 748 948 200 12 1 20 TELEPHONE BOARD RECEPT 10 11 SALES AREA TRACK LTG #1 20 1 12 900 1,100 200 12 1 20 CRT #1 12 13 SALES AREA TRACK LTG #2 20 1 12 900 1,100 200 12 1 20 CRT #2 14 15 SPARE 20 1 0 400 400 12 1 20 ENGRAVER #1 16 17 BACK OF HOUSE / EM LTG 20 1 12 220 620 400 12 1 20 ENGRAVER #2 18 19 EMERGENCY / EXIT / NIGHT LTG 20 1 12 278 478 200 12 1 20 BUZZER SYSTEM 20 21 TIME SWITCH 20 1 12 200 560 360 12 1 20 SALES AREA GENERAL RECEPT 22 23 SPARE 20 1 0 360 360 12 1 20 BACK OF HOUSE GENERAL RECEPT 24 25 SPARE 20 1 0 3,000 3,000 10 1 25 INSTANTANEOUS ELECTRIC WH 26 27 SPARE 20 1 0 0 0 1 20 SPARE 28 29 CU -1 RECEPT 20 1 12 180 180 0 1 20 SPARE 30 31 AHU -1 45 3 8 3,972 3,972 0 1 20 SPARE 32 33 4,344 4,344 0 1 20 SPARE 34 35 4,344 4,344 0 1 20 SPARE 36 37 CU -1 30 3 10 1,908 1,908 0 1 20 SPARE 38 39 1,908 1,908 0 1 20 SPARE 40 41 1,908 1,908 _ 0 1 20 SPARE 42 PER PHASE SUB - TOTALS 10,958 1 9,660 9,500 LEGEND: SEPARATE TOTAL CONNECTED PANELBOARD (VA) TOTAL CONNECTED PANELBOARD (AMPS) TOTAL PANELBOARD DEMAND (VA) TOTAL PANELBOARD DEMAND (AMPS) 30,118 TS - VIA TIME SWITCH ST - SHUNT TRIPERMI'J'mD GF - GROUND FAULT INTERRUPTER LCK - LOCKING APPROVAL FA - FIRE ALARM / RED / LOCKING TAB IG - ISOLATED Itempicri EM - EMERGENCY LTG. / LOCKING TAB OL - RE: LINE-7MM I 84 34,763 96 PE 20 ELECTRICAL SPECIFICATIONS SCALE: N/A 8 ELECTRICAL PANELBOARD SCHEDULE SCALE: N/A r.171.1 112011 ITCENTER PROJECT TEAM: Architect: Epoch Design Group, Inc. 1 155 011vette Exec. Pkwy. Suite 100 St. Louts, MO 63132 TEL 314.721.1340 FAX: 314.721.0344 M. E. P. & F.P. Engineer: Randall A. Neisorq ' E. 14817 West 95th Street f -� Lenexa, KS 66215 TEL 913.322.5150 FAX 913.322.5155 COPYRIGHT DISCLAIMER: THS DOCUMENT IS THE PROPERTY OF EPOCH DESION OROUP, COPYRIGHTED AS DATED, ALL RIGHTS RESERVED. AUTHORIZATION FROM EPOCH DESIGN GROUP POR USE OF THIS DOCUMENT IS NOT TRANSFERABLE THE RECIPIENT OF THIS DOCUMENT 1S HEREBY ADNSMD THAT IT IS RELEASED FOR USE UNDER THE FOLLOWING TERMS AND CONDITIONS, THE DOCUMENT H TO BE USED ONLY IN CONJUNCTION WITH THS PROTECT. REUSE OF ANY PORTION OF THE DOCUMENT N ANY OTHER CIRCUMSTANCE CONSTITUTES COPYRIGHT INFRINGEMENT. THE DOCUMENT IS FOR DESIGN INTENT AND INFORMATION ONLY, AND DOES}}III.CONSTITUT! AS•BULT CONDITIONS. THE RECIPIENT RETAINS TFME6 !RIO AION TO VERIFY THE CONDITIONS OF THE SUBJECT PROPERTY MID TO COMPLETELY COORDINATE ALL DIMENSIONS, FABRICATION METHODS, RELATED AND INTEGRATED SYSTEMS, ETC, WITH RESPECT TO ALL ASPECTS OF THE WORK. EPOCH DESIGN GROUP MAKES NO WARRANTY AS TO THE SUITABILITY OP THE DOCUMENT POR THE RECIPIENT'S !MENDED USE THE RECPENT SPECIFICALLY AGREES TO WAIVE AND TO INDEMNIFY AND DEFEND ANY AND ALL CLAIMS AGAINST EPOCH DESIGN GROUP, ITS CONSULTANTS, ANY OP ITS RELATED ENTITIES, VENDORS, OR CONTRACTORS, FOR ANY LOSS INCURRED AS A RESULT OF PROPER OR IMPROPER USE OF THS DOCUMENT. THE RECIPIENT AGREES TO RETURN OR DESTROY THS DOCUMENT UPON COMPLETION OR TERMINATION OF WORK PERFORMED! CON /UNCTION WITH THIS PROTECT. PROFESSIONA1 SEAL`. "14 /A Jl MEI PROJECT TITLE: LE6 cc CAS Z 3 0; Z �Z 0• 1 -aa.I A N O W to N W No.O Revision Description Date SHEET TITLE: ELECTRICAL SPECIFICATIONS AND PANELS PROJECT NO.: SHEET NUMBER: 10313 DRAWN BY: LBS ISSUE DATE: 01/26/11 E3.O