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Permit D11-237 - JIMMY JOHN'S - TENANT IMPROVEMENT
JIMMYJOHN'S 16864 SOUTHCENTER PY Dl 1 -237 City oilI'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 2623049129 Address: 16864 SOUTHCENTER PY TUKW Suite No: Project Name: JIMMY JOHN'S Permit Number: D 11 -237 Issue Date: 08/25/2011 Permit Expires On: 02/21/2012 Owner: Name: PARKWAY SQUARE Address: C/O ROSEN PROPERTIES , PO BOX 5003 98009 Contact Person: Name: MITCH HART Address: 234 - 5 AV S , EDMONDS WA 98020 Contractor: Name: WILCOX CONSTRUCTION INC Address: 123 4TH AVE N , EDMONDS, WA 98020 Contractor License No: WILCOC* 19400 Phone: 425 774 -4185 Phone: 425 774 -4185 Expiration Date: 12/10/2011 DESCRIPTION OF WORK: INTERIOR TENANT FINISH OUT FOR SANDWICH SHOP. WORK INCLUDES NEW INTERIOR NON - BEARING PARTITIONS, NEW EQUIPMENT AND FINISHES, NEW RESTROOMS, AND NEW MECHANCIAL DUCTWORK (MECHANICAL, PLUMBING /GAS PIPING, AND ELECTRICAL PERMITS TO BE SEPARATE). Value of Construction: $150,000.00 Fees Collected: $3,113.76 Type of Fire Protection: SPRINKLERS International Building Code Edition: 2009 Type of Construction: IIB Occupancy per IBC: 0008 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D11 -237 Printed: 08 -25 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: N Number: 0 Size (Inches): 0 Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit • •- construction or the perf • . nce of work. I am authorized to this permit. s not presume to give authori to violate or cancel the provisions of any other state or local laws regulating btain this development permit and agree to the conditions attached te Date: l/ 2 / -1/ Signature: 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 D11-237 Printed: 08 -25 -2011 7: All construction shall be done in conform with the approved plans and the requireme"of the International Building Code or International Residential International Mechanical Code, Washingt to 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 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 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: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 22: 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) 23: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not doc: IBC -7/10 D11 -237 Printed: 08 -25 -2011 energized. If an arrow is provided as part of exit sign, the construction shall be such that t e arrow direction cannot be readily changed. (IFC 1011.5.1) 24: 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) 25: 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 (0.61ux) 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) 26: 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) 27: 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) 28: 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) 29: 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 sprinlder 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). 30: An approved manual fire alarm system including audible /visual devices and manual pull stations is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act (I.B.C.), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 31: 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) 32: 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) 33: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 34: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 35: 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. 36: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 37: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 38: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 39: 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 D11-237 Printed: 08 -25 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.atukwila.wa.us • Building Permit No. _ Mechanical Permit No. 21 Plumbing/Gas Permit No. Public Works Permit No. Project No. MII 100 P&-11- 1,01 (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 2623049137 Site Address: Parkway Square - 16864 Southcenter Pkwy. Tenant Name: Jimmy John's Property Owners Name: Sandwich LLC Suite Number: Floor: 1 New Tenant: m Yes ❑ .. No 60061 Zip Mailing Address: 401 N. Michigan Ave. Suite 1700 Chicago, IL City State CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Mitch Hart - Wilcox Construction Mailing Address: 234 5th Ave. S. Day Telephone: (425) 774 -4185 Edmonds, WA 98020 E -Mail Address: mhart@wilcoxconstruction.com City State Fax Number: (425) 774 -4187 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Wilcox Construction Mailing Address: 234 5th Ave. S. Contact Person: Mitch Hart Edmonds, WA 98020 E -Mail Address: mhart@wilcoxconstruction.com Contractor Registration Number: City State Zip Day Telephone: (425) 774 -4185 Fax Number: (425) 774 -4187 Expiration Date: ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Chipman Design Architecture, Inc. Mailing Address: 1550 N. Northwest Highway, Suite 400 Contact Person: Dana Rizzo E -Mail Address: drizzo @chipmandesignarch.com Park Ridge, IL City State Day Telephone: (847) 298 -6900 Fax Number: (847) 298-6966 60068 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Abossein Engineering, LLC Mailing Address: 2100 112th Ave. NE Suite 102 Contact Person: Gary Womack E-mail Address: gary_womack @abossein.com H \Applications\Forms- Applications On Linei2.010 Applications \7 -2010 - Permit Application doc Revised 7 -2010 bh Bellevue, WA City Day Telephone: Fax Number: 98004 State (425) 462 -9441 Zip Page 1 of 6 BUILDING PERMIT INFORMATI- 206 - 431 -3670 Valuation of Project (contractor's bid price): S 150,000.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): Interior tenant finish out for a Jimmy John's sandwich shop. Includes new interior non - bearing partitions, new equipment and finishes, new restrooms, and new mechanical ductwork. Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Will there be a change in use? FIRE PROTECTION/HAZARDOUS MATERIALS: 0 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 If "yes', attach list of materials and storage locations on a separate 8-1/2" x I l " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Compact: Handicap: No If "yes ". explain: M `'v V H Wpphcations\Forms- Applications On Line \2010 Appl.canons`7 -2010 - Pen-rot Application doc Res,sed. 7 -2010 hh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBCjC Type of Occupancy per l' Floor 1,397 1,397 II -B �1Mer�arriiie 2 "d Floor 3rd Floor Floors thru 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) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Will there be a change in use? FIRE PROTECTION/HAZARDOUS MATERIALS: 0 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 If "yes', attach list of materials and storage locations on a separate 8-1/2" x I l " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Compact: Handicap: No If "yes ". explain: M `'v V H Wpphcations\Forms- Applications On Line \2010 Appl.canons`7 -2010 - Pen-rot Application doc Res,sed. 7 -2010 hh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits i this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Date: 7/i' /j/ e.Ew - NA2PE Day Telephone: 31,E -5/1- 0§85 Mailing Address: //i E. 'roof'f".4-o.J 4VE Si. IA] Date Application Accepted: APIA v®c.CL ._re— &OS {a City State Zip Date Application Expires: H.\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh NI V102- Staff Initials: (r. Page 6 of 6 1 O 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.TukwilaWA.gov RECEIPT Parcel No.: 2623049129 Permit Number: D11 -237 Address: 16864 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 07/19/2011 Applicant: JIMMY JOHN'S Issue Date: Receipt No.: R11 -01860 Payment Amount: $1,830.08 Initials: WER Payment Date: 08/25/2011 07:43 AM User ID: 1655 Balance: $0.00 Payee: ANDREW SHARPE (PHONE) TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 03915C ACCOUNT ITEM LIST: Description 1,830.08 Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $1,830.08 1,825.58 4.50 doc: Receiot -06 Printed: 08 -25 -2011 CiP 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 SET RECEIPT RECEIPT NO: R11 -01504 Initials: JEM Payment Date: 07/19/2011 User ID: 1165 Total Payment: 1,462.73 Payee: CHIPMAN DESIGN ARCHITECTURE INC. SET ID: S000001531 SET NAME: JIMMY JOHN'S SET TRANSACTIONS: Set Member Amount D11 -237 EL11 -0650 M11 -100 PG11 -107 TOTAL: 1,283.68 28.88 73.46 76.71 1,283.68 TRANSACTION LIST: Type Method Description Amount Payment Check 22500 1,462.73 TOTAL: 1,462.73 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES 000.322.100 000.345.832.00.0 000.345.830 TOTAL: 58.82 28.88 1,375.03 1,462.73 �tS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �( 6300 Southcenter Blvd., #100, Tukwila. WA 98188 vt (206) 431 -3670 • Permit Inspection Request Line (206) 431 -2451 0I( -231 Project :, f Type of Inspection: N Address: I (t)? 14 Se DAwit Date Called: Specia :Instructions: i Y Date Wanted:. ' t tt� 7 "4 a.m. Requester: Phone No: // Approved per applicable codes. a Corrections required prior to approval. COMMENTS: A4( COTTe� ^.�._I MAO f4A a" AA P&ejir lhspe or: ( Il REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit U--2-37 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 fly (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project:t. ` i 414 AdtY D A S Type of Inspection: . Su 3 . rE,L- /1 Address: Date Called: Special Instructions: a . a .m. /0 —ram —(r .1 Requester: Phon2.0 — Y!n -nv64 Approved per applicable codes. Corrections required prior to approval. COMMENTS: (k- Inspecto (Date (o ( —(I ri ❑ 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 N0: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Permit oInspect on Request #100, Tukwila. Line (206) 431 - 2458188 �- (206) 431 -3670 !J1 - 237 Pr _t, MM JUft OS Type of Inspection: , f `}µ'Q 6, Address: L S`C Se_ pitt k� Date Called: Instructions: ` Date Wanted: d aim. Requester: Phone No /_ Approved per applicable codes. Corrections required prior to approval. COMMENTS: '6-? .3A-J AAA. . • 1Insor: I Dat' a I L�U J Y n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectioh. S r "7`h"i"g.."7M:` .'?77=-3% ' 7'' yy+- r• • ! ' • „'� • : flp: • , ' . - , '. ("'c'v `.*a L INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 t�3 Project Type Inspection: Address: J D a t e Cell `si Special I structions: Date Wanted JY % a.mi Requester: -,,k. I Yr- > `. s Phone N+(o: u j A- ki'. --z...N.":7- "--‘1A) ( d e s . a Corrections required prior to approval: ' COMMENTS: t ttA, V A J E 1 + fl� n � ;7tr___ <_3J.kif lAjA4(S - _- 0 -' A-0' . -r-v 6e �-t: s ; cd,I ,&;i A &3 v. JY % ,4 _ -,,k. I Yr- > `. s J ej'` A- ki'. --z...N.":7- "--‘1A) — Ai. 1-)6\---7,14.14 .f u\ eA (S � -Obd C-P—Ali''' A Inspe•ctor: etk Jli Datil) 1( ...1( i n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be ,.. paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection...44 hi.__ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila. WA 98188 fj.. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 iii Project_ pp Type of Inspection: t I--f A Pl. 4-7 Address: k�,, (t,r 6041 1 sC prill<41/ Date Called: -V Special Instructions: Gate Wanted:) Requester: Phone No: DApproved per applicable codes. Corrections required prior to approval. COMMENTS: '' P--PIA c)kje.. . ill'A j. A 2 CI (-. -c e / e.- \ , 't A t...•,.1 .3( / o ,S ~ ,,,f ri-a ,:r .., - - ...0 u ( Al- r : ) 4 t .) 7 ..- C A et, e ...."-..--""■, A 1 I Inspe Date:1 _ (3� 1/ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION INSPECTION RECORD Retain a copy with permit INSPECTIONiNO. PERMIT NO. a t CITY OF TUKWILA BUILDING DIVISION �"If 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 —1,3s7 Pr: -0O tat Ns Type rst.( fIb Addy ss: 8, Date Called: Special Instrutttons: 0 S 3 0 1 S— C) { `1 /Date Wanted:-.1 1 Requester: P one No: COMMENTS: Corrections required prior to approval. g ?y2+4--'r." AQro Jam( l IN1 ; �-s 2t f ) A JA) - r' lr A-{- C13 SA AS 0„,„A Date: 0 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. A. t� / $100.00 REINSPECTION FE4 REQUIRED. ou will receive an invoice from he Ci ty of Tukwila Finance De p� rtmen : Ca R I.t o schedule a reinspection. nspection. i F 3 INSPECTION NUMBER • INSPECTION RECORD Retain a copy with permit D//- Z37 / /-- -s- /;gyp PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: 7. ,•,,,,,hy X0.1,1 5 Type of Inspection: i2G,;: -Ip/. 0 Xeor .'/1 Feit.•i f Cc r..4' ..-..-4-,..,-- 3 C.vr+, 4, 4./) J.I� Address: /4,44/ Suite #: ,SC/oiLGvr Contact Person: �y 4.-i Pre -Fire: Special Instructions: Permits: Phone No.: 24,6_ k/7 -2 9Y Approved per applicable codes. 'Corrections required prior to approval. COMMENTS: • Hrs.: 0 Xeor .'/1 Feit.•i f Cc r..4' ..-..-4-,..,-- 3 C.vr+, 4, 4./) J.I� V j ', i m'bY1 CCIIW%Z.�- �x :: !j' Girt PPr14.✓t 4,./..04 Pre -Fire: Permits: , Occupancy Type: I Needs Shift Inspection: -- Sprinklers: Hrs.: Fire Alarm: . Hood & Duct: / Monitor: Pre -Fire: Permits: , Occupancy Type: Inspector: »4 S3 Date: l4%/ y /f/ Hrs.: / Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Forrn.Doc T.F.D. Form F.P. 113 • • • • .:r • • • y .0 I INSPECTION NUMBER-'t INSPECTION RECORD Retain a copy with permit /� -s- l8' /I - a 3' 7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: 3-1/11 ,1 TO H0-'3 Type of Inspection: Cc) - Address: 1 �� y S Suite #: I pK A-ty Contact Person: Special Instructions: Phone No.: Approved per applicable codes. r'''-'(-C.q rrections required prior to approval. COMMENTS: Sprinklers: 1 Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 4 ., E'--‹ e(/,L}A,G A ,N5-t r 1 Z S (A e- OK `r v CC,L) ?r- 4 e4Re l v[ s .A- S I4CC -eS5 ` ) C v ez . c ioJ _ —i . ____ , f Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: �— � ♦A Date: 9/iii7/1 Hrs.: 1 • $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 1 Food Establishment Inspection Report > Form C 2191 Public Health Seattle & King County Business Name: Address Operator: Page t of 16C04 S ti..,)k(r,.ty/ f twl City.l� 1. t.11 ZIP Seats / Checkouts Phone: 1>i General Health Record ID PR Item Number P/E b Date / 1 (?vb) 3 -1ti&kk Time In I t'. 4 gffice Time Activity Time Travel Time 11 : 21 a m min min min OBSERVATIONS and CORRECTION ACTIONS Violations cited in this area must be corrected with the time frame specified. Points Pero re/ G•h Om. t )v.spP(I1el• N(W 00,1 l-o l)ri•At Le . (1r71N41 off%(,., n, , rvo t, 1 oat bPr 2 Isv c, ser-4et Y1•zjoItw.l�� (1 1'!\(tqj 1Mf.S 6"1 )Y re i ° ? ft) Jr /1 ?1Ar,S I ur a(b'(d At,1414L- )1 ?U11 f) 5r 1 1, 11A is, ,V c,+(( ah In /1(.1 b3 11e. C1+ of 4. ) 5 Ix PU)1 -101 6) l(A 1 d e )6,. >' r" 'Or art, E( wlbo/ t� 7 01i () AI\ 1^ur(1 je' h Si)-' kA 110 wAV4r 61. AV• Ipr"S! 1uonr: ? t)vitt,. SUe,1Y hn�t aVaf R) „it tS 'Mu Yt%ttrn 1,0,6" 4s„v IDS'r • W rose, ,vtrll 103' (9 A(1 re y.,- (,htin 1,l! \ \1tS vi` f,�^tr. L tII l v. 14r v.h t (i,srtw� riNe. �.ar4fk/f t�11pS.f I. 1 .. SUv(l.1(l,. 1'rY? kA/N1 }- % iS' '(/? rue (k5)r"\ = 36.17 S66^iIv,(t. p-r, L41N1 t' ( 4 t Mq Inc: >,.,dIl'i 3E i' — WPh( -I>1 (aatot = 36-)" NbTt'S CI ElendQ 1'04)!re-t01 tr. 1(!I- V A+� t,vqe(h0% h'4 j D((l'' 1n-lA,•,v, Comments An invoice may be sent to you if the total plan revieP activity times and preoperational inspection went beyond the base time (2, 3, of )ours). Please pay this bill within 14 days upon receipt so that we can send your official permit. Thank you. • Service 128 Scheduled 129 ❑ Return 1260 Fld PI Rvw 130 ❑ Complaint 133 ❑ Illness / Inj. 1340 Permit Inv. 136.0 Feld Educ. 127Ilre- Operat. 1060 HACCP Results 01 ❑ Satisfact 02 ❑ ynsatisfact. 03 2Somplete 04 ❑ Incomplete Action 04 ISuspend 07 Approved 10 ❑ Disapprv'd 26 0 Fol/up fjq'd 0 Trans Fat 7130 ❑ May 2008 71400 Feb 2009 7150 ❑ Documnts Nutrition Labeling 7200 ❑ Applies 7220 ❑ Menu 7230 ❑ Menu Bd 7240 ❑ Pt of Order 7250 ❑ Statement 7260 ❑ Review ATTENTION We only approve your application for a permanent food service establishment from the Department of Public Health Seattle & King County. Other permits and inspections may be required by other agencies. Operating this establishment without these permits and inspections may result in legal action by the appropriate agencies. Based on an inspection this day, the above items are violations, which must be corrected in the time specified' by the a Ith offices A food establIshment permit may be suspended without warning, notice or hearing if the requirements of the food code and/or directives of the health officer are not met or if violations are not corrected in the time stated in this report. The permit will be suspended if an imminent hazard exists or there are 90 or more red critical points or if there are 120 or more total points. The health officer will provide an opportunity for an appeal on the validity of a suspension or the findings of an inspection report if a written request Is filed with the health officer within ten (10) days of the suspension or inspection. The filing of an appeal does not stay the effectiveness of a suspension. The completed inspection form is a public document that must be made available to any person who requests it under the provision of the Public Disclosure Act (42.17.260 RCW). Person in Charge (Printed Name) -f•- 7"Gtr�4- Regulatory Authority (Printed Name) 0 l i tel C I' \!^S 1 (t PH- 0078 -3 (10/10) Total Points (Signature( l•� 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary MECH -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Project Info Project Address Jimmy John's Restaurant Date 7/18/2011 16864 Southcenter Parkway For Building Dept. Use Tukwila, Wa Applicant Name: Applicant Address: Applicant Phone: Project Description Briefly describe mechanical system type and features. ❑ Includes Plans 1 new 4 -ton rooftop gas pack unit. FILE 1113,+e90•f1' kJ" Include documentation requiring compliance with commissioning COPY requirements, Section 1416. Compliance Option 0 Simple System ® Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex 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 Y/N See MO1 Heating Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' Capacity2 Btu/h OSA cfm or Econo? Input Btuh Output Btuh Efficiency4 Heat Recovery Y/N see Mel RR cinf OF TUK OF ,ILIL 1920fl PERK IIT CENTER Fan Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' CFM SP' HP /BHP Flow Controls Location of Service -uuMi ^ � REVIEWLo FOR CODE COMPLIANCE APPROVED AUG 9 2 2011 . 'If available. 2 As tested accordin9 a{ to Table 14- 5 Flow control types: dl4arw a V), cot BUILDING DIVISION A through 14-1G. 3 If required. ' COP, HSPF, Combustion Efficiency, or AFUE, as applicable. stant volume (CV), or variable speed (VS). 6 Exception number from Section 1433. X11 -23'I 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical - Complex Systems Checklist for Nonresidential and Multifamily Residential MECH -COMP Revised August 2010 2009 Washington State Energy Code Compliance Forms Project Address Jimmy John's Restaurant Date 7/18/2011 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. Yes 1431.2 System Sizing Indicate equipment & system sizing complies with 1431.2 MO1 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 Yes 1433 Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption. Demonstrate higher efficiency equipment if required. Mot 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 Yes 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency M01 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 Yea 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 GERM calc no is circled for any question, provide explanation: Decision Flowchart ( Start Here 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. } Section 1411.1 ^`s /Oil Furnai Equipment Efficiency —►„7" input > 225,000 Shall Meet Tables Btuh or Any Uni 14 -1A through 14 -1G eate Yes 1411.1 IID & Power Venting or Damper. If input > 225,000 Btuh then 1412.6 Modulating Controls Required ny Fuel Furna input? 225,000 Btuh? Yes Section 1411.1 0.75% Maximum Jacket Loss ace > 50 with Design > 25 people per 1000S F/ Field - Assemble Equipment? Yes Yes i i Section 1412.8 Ventilation Controls for High - Occupancy Areas • Section 1431.1 Calculations of Total On -Site Energy Input & Ouput Required Air System Serving Multiple Zones? Yes Section 1432.2.1 Supply Air Reset Controls Required (continued on back) 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential .Electric Motors MECH -MOT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Project Address Jimmy John's Restaurant Date 7/18/2011 Complete the following for all design A & B squirrel -cage, T -frame induction permanently wired polyphase motors of 1 hp or more having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies). For Building Department Use Motor No. or Location HP Type (open /closed) Description of Application or Use Synch. Speed Min.Nom. Full load Efficiency AC -1 1 closed Supply air blower 1800 86.0% P`4nirnunn Nomnal Full-load Efficiencies) As of 12/1912010 Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the efficiency requirements for HVAC equipment (Tables 14- 1A or 14-1B) . 3. Motors that are an integral part (i.e. not easily removed and replaced) of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion - proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (i.e. if the only U.L. listing for the equipment is with a less- efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies. Open Motors I Enclosed P.btors Synchronous Speed (RPM) 3,600 1,800 1,200 I 3,600 1,800 1,200 Motor H P 1.0 77.0 85.5 82.5 77.0 85.5 82.5 1.5 84.0 86.5 86.5 84.0 86.5 87.5 2.0 85.5 86.5 87.5 855 86.5 88.5 3.0 85.5 89.5 88.5 86.5 89.5 89.5 5.0 86.5 89.5 89.5 88.5 89,5 89.5 7.5 88.5 91.0 90.2 89.5 91.7 91 0 10.0 89.5 91.7 91.7 90.2 91.7 91.0 15.0 90.2 93.0 91.7 91.0 92.4 91.7 20.0 91.0 93.0 92.4 91.0 93.0 91.7 25.0 91.7 93.6 93.0 91.7 93.6 93.0 30.0 91.7 94.1 93.6 91.7 93.6 93.0 40.0 92.4 94.1 94.1 92.4 94.1 94.1 50.0 93.0 94.5 94.1 93.0 94.5 94.1 60.0 93.6 95.0 94.5 93.6 95.0 94.5 75.0 93.6 95.0 94.5 93.6 95.4 95.4 100.0 93.6 95.4 95.0 94.1 95.4 95.0 125.0 94.1 95.4 95.0 95.0 95.4 95.0 150.0 94.1 95.8 95.4 95.0 95.8 95.8 200.0 95.0 95.8 95.4 95.4 96.2 95.8 250.0 95.0 95.8 95.4 95.8 96.2 95.8 300.0 95.4 95.8 95.4 95.8 96.2 95.8 350.0 95.4 95.8 95.4 95.8 96.2 95.8 400.0 95.8 95.8 95.8 95.8 96.2 95.8 450.0 95.8 96.2 96.2 95.8 96.2 95.8 500.0 95.8 96.2 96.2 95.8 96.2 95.8 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans 2009 Washington State Energy Code Compliance Forms Checklist MECH -CHK for Nonresidential and Multifamily Residential Revised August 2010 Project Address Jimmy John's Restaurant IDate 7/18/2011 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment Performance Yee 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency 1401 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 condiitons 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 Yes 1412.1 Temperature zones Indicate locations on plans Moe Yes 1412.2 Deadband control Indicate 5 degree deadband minimum Moi N.A. 1412.3 Humidity control Indicate humidistat Yes 1412.4 Setback and Shutoff Indicate thermostat with 7 day program capability & required setback M01 Yes 1412.4.1 Dampers Indicate damper location, leakage rate, control type, & max. leakage MO1 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 Yes 1412.7 Balancing Indicate balancing features on plans M02 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. Yea 1422 Thermostat interlock Indicate thermostat interlock on plans Mot N.A. 1432.2.1 Temperature Reset Indicate temperature reset method 1413 Air / Water Economizers Yee 1412.1 Single zone systems Indicate multiple cooling stage control capability. M01 Yes 1413.1 Air Econo Operation Indicate 100% capability on schedule M01 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. Yes 1413.3 Integrated operation Indicate capability for partial cooling M01 N.A. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting Systems Yea 1414.1 Duct sealing Indicate duct design pressures and sealing requirements M01 Yes 1414.1 Duct testing Indicate testing required M01 Yea 1414.2 Duct insulation Indicate R -value of insulation on duct 1415 Piping Systems N.A. 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements Yea 1416.3.2 System Balancing Indicate air and water system balancing requirements Mot Yes 1416.3.3 Functional Testing Provide sequence of operations and test procedures. Mot Yee 1416.3.4 Documentation Indicate O &M manuals, record drawings, staff training Mot Yes 1416.3.5 Comm. Report Indicate requirements for final commissioning report Mo1 Yea 1416.4 Compliance Chklist Submit to building official upon substantial completion. MO1 Yes 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 Permit Plans Checklist Continued MECH -CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised August 2010 Project Address Jimmy. John's Restaurant 'Date 7/18/2011 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington-State Nonresidential Energy Code. Applicability (yes, no, na) Code Section Component Information Required I Location on Plans I 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. 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 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: FILE COPY Structural Calculations for Permit Submittal Jimmy John's Southcenter •FRANK• • 16868 Southcenter Pkwy Tukwila, WA REVIEWED FOR CODE COMPLIANCE APPROVED AUG 9 2 2011 City of Tukwila BUILDING DIVISION Client: Abossein Engineering Date: June 27, 2011 Project No: 0029 - 2011 -05 RECEIVE CITY OF TUK LA JUL 19 2011 PERMIT CENTER 4742 42nd Ave SW #297 I Seattle. WA 98116 1 206.579.8160 I liz @frankcompany.com Seismic Design Loads (ASCE 7 -05) for attachment of Mechanical Equipment at roof OCCUPANCY CAT. I IMP. FACTOR 1 SITE CLASS d Rp = 6.0 ap = 2.5 Ss = 1.42 Si = 0.486 Fa = 1.00 F„= 1.51 SDS= 0.947 SD1= 0.491 FPuLr= FPASD= Vertical Design Criteria ASCE 7-05 IBC 2009 Existing Dead Loads Roof (Composit) 1/2" Ply Framing Insulation Use Table 1 -1 Table 11.5 -1 Table 20.3 -1 Table 13.6 -1 Table 13.6 -1 Table 11.4 -1 Table 11.4 -2 0.473 xW 0.338 xW Loads 2.5 psf 1.5 psf 4 psf 2 psf psf psf 10 psf 10 psf Eqn. 13.3 -1 SEISMIC DESIGN CATEGORY D hx/r Fpmin= FPmaz 1.0 0.28 xW 1.51 xW Live Loads Snow (roof) Soil Bearing 25 psf 2000 psf 11.6.1.1 Project: Jimmy Johns Southcenter Date: Project #: Design: Sheet 6/24/2011 0029 - 2011 -05 EAF Criteria 1 Wind Design Loads (ASCE 7 -05) Method 2 - Analytical Procedure Exposure b Roof Angle = 0 degrees V= 85 mph Ground to top of roof 18 ft Kd= 0.85 Table 6-4 Bottom of roof to top of roof 0 ft I= 1 (mean roof height) h= 18 ft G= 0.85 6.5.8.2 = 1.00 Section 6.5.15.1 F= 1.9 xgzG CfAf Eqn. 6 -28 qz 10 psf Cf 1.37 F = 22.1 psf x Af Pressures: Pressure Coefficients from Figure 6-6: Bldg Face C Windward Wall Leeward Wall Windward Roof Leeward Roof 0.8 - 0.5 0 - 0.6 *Note= Cp values are conservative worst case values Ht KZ qz Pww walls Pl walls Pwalls (psf) 0 -15 0.57 8.96 6.09 4.14 10.24 15 -20 0.62 9.75 6.63 4.14 10.77 20 -25 0.66 10.38 7.06 4.14 11.20 25 -30 0.7 11.01 7.48 4.14 11.63 30-40 0.76 11.95 8.12 4.14 12.27 P,,„ „of Plw roof Proof (PO) 0.00 4.97 4.97 Project: Jimmy Johns Date: 6/24/2011 Southcenter Project #: 0029 - 2011 -05 Design: EAF Sheet: Criteria 2 Conterminous 48 States 2009 International Building Code Latitude = 47.45237 Longitude = - 122.26274999999998 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa= 1.O ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.420 (Ss, Site Class B) 1.0 0.486 (S1, Site Class B) Conterminous 48 States 2009 International Building Code Latitude = 47.45237 Longitude = - 122.26274999999998 Spectral Response Accelerations SMs and SM1 SMs = FaxSsand SM1 =FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.514 Period Sa (sec) (g) 0.2 1.420 (SMs, Site Class D) 1.0 0.736 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude = 47.45237 Longitude = - 122.26274999999998 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SDI = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.514 Period Sa (sec) (g) 0.2 0.947 (SDs, Site Class D) 1.0 0.491 (SDI, Site Class D) d(o. ,(* Woytic. INsrku.,,A --nem F--7 A:Tg (OA] (oko ?Jew- Ak5 Wr 56 4o) l'arD* alSn 13/4 -.6M7V1111) 4 14411 k 77) 36? 441 S51SM' -re . 153a (-3-0019k= = 41.2_ser w — 10,6 Hob) - = z 4o +-t'-1 > 42.51A4k INN") F = 2-2_ ( 36, 1( 3-0 41,44) 31/3.4.-4 otm = 3g-41 $ 34d ,1 16,6-4- < 72-ifott- Aer" C/),,Jkibt,r1e) 1■1 E \111)_ SPAAAN T7LUSSE5 A-t■fe-b OF:- 712-4556s Arv-w-vyA tc) a 70 egp If- 7.- I 41(4. bE p4Z.4L t'.) Teas_‘: 15l_ ---:-?p,S-c•• I -- \ ! , 33 K 41= )52 plc MkiJ 42 Ftakt$g 2.15- A.L.ATio v,&T- ki? ItADAI) = 13 M= < 6,510 o. &mu Ote... isvf ikisr4::( 4/- I ' p5; C6NNer.AIOM 17-4- P/en/IDE- 3/r ''.(19 3 SUSeW _ertA-f coi2_Aor4-_ (172,4 eliefp-i A-Ww) -FRANK • FRANK CO. 4742 42nd Ave SW #297 Seattle, WA 98116 Ph: 206.579.8160 )1MMti ccovvi-( \J-rbIL Project 4112-1111, Date 007cf-Ull —05— Prot No. Design Sheet Load Tables /Snow ( 115%) • Allowable Uniform Load (pif) TJMT" Series T!M"° S TM" Series Parallel Chord • Open -Web Series FL =Flat roof less than 1/C in 12" slope. 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". 239 239 222 222 204 204 240 229 215 240 229 215 242 230 220 242 230 220 243 243 232 232 221 221 ;x =. 54. 441 55 50 45 68 65 54 66 60 54 85 76 68 78 71 64 104 94 83 91 82 74 116 107 99 105 94 85 126 117 108 119 107 97 136 126 117 134 121 109 147 136 128 149 135 122 157 145 135 166 150 135 144 178 164 149 ?iii;:; 188 174. 161 i =.': i _i 198 183 170 198 209 193 179 209 193 ? : ;:5 212 212 202 202 188 188 *;. 1'.' .-' • • 428 - ,.:..'. 41 38 49 44 45 50 45 41 61 55 50 58 53 49 77 67 64 68 62 56 89 80 75 77 71 65 100 94 86 88 80 74 109 101 95 99 90 83 117 109 102 111 101 92 125 117 109 123 112 102 133 124 118 136 124 113 142 132 123 149 136 124 wi,:i 158 147 135 398 166 145 :- :. ,i :,.... 175 P. •• ' 152 `... :' •• 131 .. "•`- f 410 36 38 45 45 38 45 41 38 58 54 46 52 48 44 66 63 58 59 55 50 79 72 65 67 62 57 89 83 76 76 70 64 95 90 84 85 78 72 102 96 90 94 86 80 109 102 98 104 95 88 116 109 102 114 122 105 115 96 108 124 114 105 129 121 114 135 124 114 `•i 1 ;'.:L TO 120 143 s • r ... 134 i' • 124 f s;•: =i;' 388 386 389 389 393 35 42 42 41 38 50 46 47 _ 43 61 54 53 49 70 65 59 55 79 73 66 62 85 80 74 68 91 85 81 75 96 91 89 102 82 96 97 90 107 101 106 98 113 107 114 119 106 112 a=. ,- 70 TJHTh' Series 3'" !!' •!i %'�:zt_.i'1` CY 'K... f:,. - i ^. .''. ''fr ;A:1:19�..:a .i .1_. 'we; - MONIARRl7Yi93E�•.a?Eluififff roll' i. x508 C :'., .• �.•.��`; .•iii. y -,1 •. ... ~ _':I '.'Y -.._ -1 ...1 v:•'1 - ": ^470 FL'- a P0..j:'' ^'.- 1 ^'..'.:.FI". -:`Iv- TY., 506 508 508 508 508~•508 508 508 506 506 501 501 492 492 482 482 470 458 458 447 447 434 434 422 422`'' %:i. 483 483 490 490 490 490 490 490 490 490 489 489 485 485 478 478 469 469 459 459 448 448 438 438 426 428 414 414 ,, 405 430 471 471 473 473 473 473 473 473 473 473 471 471 465 465 458 458 449 449 439 439 430 430 419 419 408 408 '_'' 343 379 434 440 457 457 458 458 458 458 458 458 457 457 453 453 447 447 439 439 430 430 421 421 411 411 401 401 ;> 292 336 371 390 429 429 436 436 443 443 444 444 444 444 441 441 436 436 429 429 421 421 413 413 404 404 395 395 - 252 300 319 348 393 397 411 411 416 416 422 422 428 426 428 428 426 426 420 420 413 413 406 406 397 397 388 388 = •'.. 218 269 277 313 342 357 388 388 393 393 398 398 404 404 407 407 410 410 411 411 405 405 399 399 391 391 382 382 191 243 243 283 299 322 359 362 373 373 377 377 381 381 388 386 389 389 393 393 394 394 391 391 384 384 377 377. t t 168 221 213 256 263 292 316 328 354 354 358 358 362 362 366 366 369 369 373 373 375 375 378 378 378 378 371 371 a'' 2, :1: +} 149 197 189 234 233 267 280 299 330 332 341 341 345 345 348 348 351 351 354 354 358 358 360 360 362 362 362 362 % -` "'- ° 133 176 168 214 207 244 249 274 294 304 326 326 329 329 332 332 335 335 338 338 340 340 344 344 348 346 348 348 -- ;' ,?=h 119 157 151 197 185 224 223 252 263 279 306 307 315 315 318 318 320 320 323 323 325 325 328 328 331 331 332 332 ` 107 136 135 180 167 207 200 232 237 257 275 283 302 302 304 304 307 307 309 309 311 311 314 314 316 316 316 316 1. 96 121 122 161 150 191 181 215 214 238 248 261 285 285 292 292 294 294 297 297 299 299 301 301 303 303 301 301 i G " 88 108 111 144 136 177 164 199 194 221 225 243 258 264 281 281 283 283 285 285 287 287 289 289 291 291 288 288: '` 80 97 101 129 124 165 149 165 176 205 205 226 235 246 266 266 272 272 274 274 276 276 278 278 280 280 278 278 ;y 73 88 92 121 113 149 136 173 160 191 187 210 214 229 243 248 263 263 265 265 266 266 268 268 270 270 267 267 67 79 84 106 104 137 124 161 147 179 171 197 196 214 222 232 250 250 255 255 257 257 259 259 260 260 258 258 61 79 77 98 95 123 114 151 135 168 157 184 180 201 204 217 2 3 0 2 3 4 247 2 4 7 2 4 8 248 250 2 5 0 251 251 2 4 9 2 4 9 5 7 66 71 87 87 112 105 140 124 157 144 173 165 188 188 204 211 219 235 235 240 240 242 242 243 243 241 241 52 67 66 86 81 106 97 129 114 1 133 163 153 177 173 192 195 206 218 221 233 233 234 234 235 235 233 233 • ={ �: 48 55 61 73 75 94 90 119 106 39 123 153 141 167 160 181 180 194 201 208 222 222 227 227 228 228 228 226 ;`•; 45 50 57 67 70 86 83 107 98 131 114 145 131 158 149 170 167 183 187 196 207 209 220 220 221 221 219 219 1. Values shown are maximum a towable oad capacities. Open -web trusses will be custom designed to the specified Toads. 2. Stra'. • . - ' • - • . - ' • o>av be made between depths and spans. 3. alues shown are maximum allowable load capacities of the trusses in pounds per lineal foot (pif) based on: • simple span, uniformly loaded conditions. • an assumed 25% ratio at dead load to total toad (eg.: 30 psf live/10 psf dead).These tables may be non - conservative If the actual ratio is higher than 25%. A more accurate analysis can be obtained by using the TJ- Beam'" software program. • top chord Z bearing dips. Higher values may be possible with other types of bearing clips. 4. These tables may also be used for bottom chord bearing trusses (maximum bottom chord slope of 1"/12") with or without cantilevers - at one or both ends. Cantilevers are limited to V3 of the main span provided the inboard shear for cantilevered conditions is limited to 4,900 lbs. for TJM'" Series and 7,400 lbs. for TJH'" Series. 5. Values in gray f1htgl; areas may be increased 7% for repetitive member usage if the criteria on page 9.7 are met. 131+-13' = 13Sp1 40 awg13) Z REV. 6/97 W 6.11 Z -.35k -.132k/ft !i• I : I , V8,1 ill V ■ .1 411 Loads: BLC 1, 1 Results for LC 1, I 1' • 11' 412 June 24, 2011 at 5:01 PM untitled.r2d 3 Beam: MI Shape: ,AN+891+7.01 Material: A136,41,46 Length: 69 ft I Joint: N1 J Joint: N2 LC 1: Code Check: Report Based On 97 Sections A k fa ksi V 4.843 at 0 ft -4.615 at 69 ft k 59.746 at 33.781 ft ksi - 80.666 at 33.781 ft k -ft - 59.746 at 33.781 ft ksi D in SD 9th Ed. Code Check Max Bendin• . -ck 31.496 Max She eck 0.139 Location .781 ft Lo - 0 ft Equation H - ax Defl Ratio L/28 Compact Fy 36 ksi • ' • -ne In Plane Fa .155 ksi Cm .85 Ft 21.6 :. Lb 69 ft Fb :.'• 7 ksi KL/r 980.292 204. F■ 14.4 ksi Sway No No 1 L Comp Flange 69 ft 4- Dimensional Data Figure 3. Cooling and gas /electric - 3 -5 tons standard efficiency, 3 tons high efficiency Notes: 1. All dimensions are in inches /millimeters. 2. 1/2 NPT Gas Connection = (Y_C Models only); 2" Electrical Connection: Single Point Power When Heat Installed (T_C Models only.) EVAPORATOR SECTION ACCESS PANEL ALTERNATE CONDBISATE DRAIN 3/4 -14 NPT bIA. HOLE TOP PANEL CONDENSER FAN 108"M 36 I/4' 921 MM ?3 9/16° 598 M 69 7/8 417Y4. 1749 MM 10 f 4MM 4 9/4 108MM• 5 9/16' I41 MM 7 5/8' 194 MM I4)i /MM 244/ MM 1/2 NPT GAS CONNECTION CONTROL AND COMPRESSOR ACCESS PANEL 44 1/4° 11 24 MN CONDENSER COIL UNR' CONTROL WIRE 7/8' (22MM) DIA. HOLE SERVICE GAUGE PORT ACCESS 1 'J8 (3SMM) DIA -HOLE UNIT POWER WIRE 11/8'(2SMM) DIA. HOLE • TRAIN' ACH 'v ?co MMs w Accss-012(6-5 Weights Table 160. Maximum unit & corner weights (Ibs) and center of gravity dimensions (in.) - cooling models Maximum Model Unit Weights(a) Corner Weights(b) Center of Gravity (in.) Tons Model No. Shipping Net A B C D Length Width 3 TSC036E 555 481 157 122 95 107 31 19 4 TSC048E 586 511 167 129 101 114 31 19 5 TSC060E 636 561 183 142 111 125 31 19 6 TSC072E 815 720 231 187 135 167 40 22 7y1 TSC090E 834 739 235 196 140 168 40 22 71/1 TSC092E 992 849 354 147 252 96 42 22 81h TSC102E 1048 905 359 161 265 120 42 23 10 TSC120E 1123 1025 312 260 206 247 40 24 3 THC036E 614 544 163 144 111 125 33 19 4 THC048E 787 692 220 178 132 163 40 23 5 THC060E 841 746 241 193 139 173 39 22 6 THC072E 915 818 252 224 161 181 42 22 73h THC092E 1421 1227 346 330 269 282 49 28 8 THC102E 1436 1242 360 337 268 287 48 28 10 THC120E 1446 1252 355 334 268 285 48 28 (a) Weights are approximate. (b) Comer weights are given for information only. t CENTER OF GRAVITY LENGTH CENTER OF GRAVITY WIDTH D CENTER OF GRAVITY Table 161. Maximum unit & comer weights jibs) and center of gravity dimensions (in.) - gas /electric models Tons 3 4 5 6 7' 71h 8Y1 Maximum Model Unit Weights(a) Corner Weights(b) Center of Gravity (in.) Model No. Shipping Net A B C D Length Width YSC036E 607 532 165 137 95 134 31 19 YSC048E 638 563 175 145 101 142 31 19 YSC060E 688 613 190 158 110 155 31 19 YSC072E 936 793 304 146 219 124 41 23 YSC090E 916 821 256 222 159 183 . 41 22 YSC092E 1042 899 366 160 265 108 42 22 Y5C102E 1096 953 371 173 277 132 42 23 continued on next page 208 RT- PRCO23 -EN • Food and Facilities Program 401 Fifth Avenue, Suite 1100 Seattle, WA 98104 -1818 206- 296 -4632 Fax 206 -296 -0188 TTY Relay: 711 www.kingcounty.gov/health August 1, 2011 Dana Rizzo Chipman Design Architecture, Inc. 1550 N. Northwest Hwy, Ste 400 Park Ridge, IL 60068 • Public Health Seattle & King County Transmitted via electronic mail and US Mail RE: Plans and Specifications for: Jimmy John's at 16864 Southcenter Pkwy, Tukwila, WA 98188 SR1209418 P/E 6712 (Risk 2; 13 -50 seats) Dear Ms. Rizzo, The plans and specifications for the above new project have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health Rules and Regulations 05 -06 (The Food Code) are hereby APPROVED and subject to the following conditions: 1. The food preparation sink shall have an indirect drain. 2. A fill faucet shall be required for the 3- compartment sink. 3. Lockers or other suitable facilities shall be provided for the orderly storage of employee's clothing and other possessions. 4. Chain restaurants will require nutrition labels for their menu items. For general information, please refer to www.metrokc.gov /health /healthyeating/ and click on another link that says "Learn more about nutrition menu labeling in King County". Specific questions may be sent to MLandTF @kingcounty.gov or 206 - 205 -3349. 5. No changes shall be made without Health Department approval. This approval letter only addresses the equipment, plumbing fixture locations and finishes. It does not include piping, grease traps, back flow prevention or other piping systems. Your establishment has been assigned the following plan review service number SR1209418. Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction and before opening for business, the food service establishment operator /owner shall: 1. Complete the enclosed application for the annual operations permit if you don't have a current permit. Include a copy of this letter when applying for the annual permit. Please call me prior to paying for your permit to verify the correct fee. Be advised that the penalty for commencing operation of a food service establishment without the required permit is 50% of the applicable permit fee. 2. Obtain a preoperational inspection approval. Contact Diane Bondoc via phone (206- 296 -9750) or email (diane.agasid(a,kingcounty.gov) at least one week in advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Please refer to the enclosed Preoperational Checklist for mole information. k‘"' 23.7 RECEIVED AUG 10 2011 PERMIT CENTER Ms. Rizzo — Jimmy John's Page 2 August 1, 2011 • Your application for a food service establishment pen-nit from Public Health Seattle & King County may be approved during this inspection. However, it is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $382.00 fee ( +$191.00 /hr after 2 hours) for a repeat inspection. Please be aware that additional hourly fees will be charged if the total plan review and preoperational inspection goes beyond the base four (4) hours for this new project. An invoice will be sent to you after the preoperational inspection and must be paid immediately. Contact your local building department or water district if pre- treatment facilities are required when wastewater contains more than 100 parts per million by weight of fat, oil or grease of animal, vegetable or mineral petroleum origin. If you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter and I look forward to seeing you soon. Sincerely, Diane A. Bondoc, R.S. Food and Facilities Plan Reviewer DAB Enclosures Cc: Sandwich, LLC a Chipman Design Corporate Office 1550 N. Northwest Highwoy Suite 400 Park Ridge. IL 60068 -1 46 3 T 847 298.6900 F 847.298.6966 CHICAGO LOS ANGELES NEW YORK chipmandesignarch.com • August 10, 2011 City of Tukwila Department of Community Development 6300 Southcenter Blvd., Suite #100 Tukwila, WA 98188 Attn: Dave Larson, Senior Plans Examiner RE: Jimmy John's Parkway Square 16864 Southcenter Pkwy. Tukwila, WA 98188 Development Permit Application #: D11 -237 Dear Mr. Larson, Below please find the responses to your Building Division Review Memo dated July 21, 2011: Comment 1: The cover page lists the type of construction as IIB. The building has a wood roof structure to the best of my knowledge. Unfortunately our records show this building as V -B. Please provide the square footage of the building and the appropriate construction type. If the building has any firewalls the allowable area as related to the construction type would be that area between firewalls containing this tenant improvement. Response 1: The construction type has been changed to type V -8 on the cover page G1.0. The square footage of the space is currently listed in the Code Review on sheet G1.0. The allowable area per our construction type has also been added. Comment 2: Detail 1 on A2.1 shows a soffit suspended from a concrete roof structure. Again, I believe this building has a wood roof. All plans and details need to be relative to the building. Please revise plans as necessary. Response 2: Detail 1/A2.1 has been revised to reflect the actual building conditions (wood roof structure with wood and metal joists). Comment 3: The front door hardware lists a thumb turn deadbolt. The door type shows panic hardware. This would require more than one operation to exit. If panic hardware is used the locking mechanism would need to be integral to the panic hardware. The appropriate use of a deadbolt is to use a double keyed deadbolt in compliance with section 1008.1.9.3 item 2. Please revise existing hardware as necessary to comply with appropriate code section. CORRECTION It142.37 RECEIVED AUG 12 2011 PERMIT CENTER • Response 3: The panic hardware has been removed from Door Type 2, and Door Hardware type B has been revised to reflect a double cylinder keyed dead bolt rather than the thumb turn. Door Schedule remark #10 has also been revised per section 1008.1.9.3. item 2.2. Please feel free to contact me if you have any questions or concerns. Sincerely, QYOVYI/OU &fie) Dana Rizzo Project Manager August 5, 2011 �a Citj' of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Mitch Hart 234 5th Av S Edmonds, WA 98020 RE: Correction Letter #1 Development Permit Application Number D11 -237 Jimmy John's —16864 Southcenter Py Dear Mr. Hart, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, C-34 Bill Rambo Permit Technician encl File No. D11 -237 W:\Permit Center \Correction Letters \2011011-237 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: July 28, 2011 Project Name: Jimmy John's Permit #: D11 -237 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The cover page lists the type of construction as IIB. The building has a wood roof structure to the best of my knowledge. Unfortunately our records show this building as V -B (V -N under the UBC) and I found one previous permit listed as V -1 -hour. Please provide the square footage of the building and the appropriate construction type. If the building has any firewalls (area separation walls under the UBC) the allowable area as related to construction type would be that area between firewalls containing this tenant improvement. 2. Detail 1 on A2.1 shows a soffit suspended from a concrete roof structure. Again, I believe this building has a wood roof. All plans and details need to be relative to this building. Please revise plans as necessary. 3. The front door hardware lists a thumb turn deadbolt. The door type shows panic hardware. This would require more than one operation to exit. If panic hardware is used the locking mechanism would need to be integral to the panic hardware. The appropriate use of a deadbolt is to use a double keyed deadbolt in compliance with section 1008.1.9.3 item 2. Please revise exiting hardware as necessary to comply with appropriate code section. 4. Before this permit can be issued a set of plans approved by the King Co. Health Dept. must be provided to this Building Department. This is for your information only and you need not to reply to this item in your review memo response. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. opE t T PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -237 DATE: 08 -12 -11 PROJECT NAME: JIMMY JOHN'S SITE ADDRESS: 16864 SOUTHCENTER PY Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: C, Building 'vision ��.. Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 08-16 -11 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required n DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 09 -13 -11 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 •PERMIT COORD COPili PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -237 DATE: 07/19/11 PROJECT NAME: JIMMY JOHN'S SITE ADDRESS: 16864 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPAR MEE : B II ng 4pM �sion �PUublic Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 07/21/11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/18/11 Approved Approved with Conditions n Not Approved (attach comments) N, Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only f j CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • M City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 4 100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206- 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must he submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: VI 0/ t t Plan Check/Permit Number: D1 1-237 [] Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # ^ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Jimmy John's Project Address: 16864 Southcenter Py Contact Person: 17q fq R ZZa Phone Number: ( i) 2q$' &COO X I OS dated t°xis -h • bui Idillc� info on cover sheet; Summary of Revision: U • II/JI O. Cs 1S 4P ♦,i I// 'I Sofe -I' section -I-o ref(ec -I- wood /metcdI r 0-r - -ruciu e • FIEtkiV Sheet Number(s): a I •oL A 1.0t A2.1 "Cloud" or highlight all areas of revision including date of revs (1 io <- l Received at the City of Tukwila Permit Center by: Entered in Permits Plus on B t ) L AUG 12 2011 PERMIT CENTER lapplicationslfonns- applications on line\revision submittal Created: 8 -13 -2004 Revised: 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. Pl ease Print or Type L x,36,4 •r,+-0e£.�;ElL fklwy Property Street Address IA) A Icier City State ZIP SAAJ w.r'N SC_ LL C Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name PAR ftidAy J c,.)A/al (if applicable) ( 3i2 ) -0 5 Owner's Phone Number (with Area Code) ( /I S ) 7 VATS — f1 rc• k NIAI.T Property Contact Phone Number (with Area Code) Owner's Mailing Address /1/ £ •5Ff Too! Avr• 5m ICJ AlMrJtr,at.E, z epos -o For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # Party to be Billed (if different from owner) JUL 19 2011 PERMIT CENTER City or Sewer District o'rokW:4.it Date of Connection Avy:, i* /6. Side Sewer Permit # 0NR a°1 1 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 ]K No Was building on Sanitary Sewer? g.Yes ❑ No Was Sewer connected before 2/1/90? Wes ❑ No Sewer disconnect date: 5^/A Type of building demolished? 15,4 A' Request to apply demolition credit to multiple buildings? ❑ Yes No 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 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 A it 9 Sink, other (service) 3 1.5 3 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 2 i; 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 B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: r( 00A /)hA1.4.1. Estimated Wastewater Discharge: id. 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) eon' A B 0 I.53 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. certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /Representative Print Name of Owner / Reoresentative AAA _Smfa/211 Date 7/ 1 /(/ Contractors or Tradespeople Pinter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name WILCOX CONSTRUCTION INC UBI No. 319007592 Phone 4257744185 Status Active Address 234 5Th Ave South License No. WILCOC'194Q0 Suite /Apt. License Type Construction Contractor City Edmonds Effective Date 11/20/1981 State WA Expiration Date 12/10/2011 Zip 98020 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status WILCOAE376NOWILCOX, Al ELSWORTH DBA Construction Contractor General Unused 8/20/1963 12/1/1981 Archived Business Owner Information Name Role Effective Date Expiration Date LESSARD, MATTHEW J President 11/15/2010 Bond Amount HOLOBAUGH, TRENT L Secretary 11/15/2010 SV4713 CARTER, PAUL F Vice President 11/15/2010 WILCOX, ROBERT EUGENE President 11/20/1981 11/15/2010 LESSARD, MATTHEW J Secretary 11/21/2005 11/15/2010 LESSARD, JAMES MICHAEL Vice President 11/20/1981 11/21/2005 WILCOX, A E DTC0526D7304PHX10 01/01/1980 01/01/1980 WILCOX, LAURA 01/01/1980 01/01/1980 OLDS, HOWARD A Secretary 01/01/1980 01/01/1980 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 7 TRAVELERS CAS & STY CO OF AMER SV4713 12/01/2005 Until Cancelled $12,000.00 09/26 /2005 6 ST PAUL FIRE & MARINE INS CO SV4713 12/01/2002 12/01/2005 $12,000.0010/31 /2002 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 Amount Received Date 20 Charter Oak Fire Ins Co DTC0526D7304C0F11 06/01/2011 06/01/2012 $1,000,000.00 06/08/2011 19 Phoenix Insurance Company, The DTC0526D7304C0F1106/01/2011 06/01/2012 $1,000,000.0005 /31/2011 18 THE PHOENIX INS CO DTC0526D7304PHX10 06/01/2010 06/01/2011 $1,000,000.00 06/01/2010 17 TRAVELERS PROPERTY CAS INS CO DTC0526D73041ND07 06/01/2005 06/01/2010 $1,000,000.00 05 /22/2009 https://fortress.wa.gov/lni/bbip/Print.aspx 08/25/2011 INTERIOR TENANT IMPROVEMENT FOR: PARKWAY SQUARE 16864 SOUTHCENTER PKWY. TUKWILA, WA 98188 PLANNING APPROVED No changes can be made to these plans without approval from the Planning Division of DCD Approved By: S Date: Stralviir Since litivisds, 1983 14rn ---RL v..srCsS D's ulTRIVIET SANDWIC/1 REVISIONS No changes shaft be made to the scope riork without prior approval of Tukwila Building Division. r.7.1iifons will require a new plan submittal a'nzi may inslude additional plan review fees. FILE COPY Permit No. review approval is subject to errors and omissions. 47),:lval of construction documents 0 authorize I: of any pted code o " ce. Receipt Lpproved Field and •-• knowledged: City Of 'Tukwila BUILDING DIVISION NOTE: DRAWINGS LISTED BELOW ARE FOR INFORMATION ONLY. WORK WITHIN KITCHEN & CIVIL, IF REQUIRED, IS NOT WITHIN SCOPE OF CHIPMAN DESIGN ARCHITECTURE, INC. SERVICES. THESE DRAWINGS, AS LISTED IN THE DRAWING INDEX, ALONG WITH THE CONTRACT FOR CONSTRUCTION CONSTITUTE THE INSTRUMENTS OF SERVICE AND ARE CONSIDERED A SINGLE ENTITY. THE CONTRACTOR IS THEREFOR BOUND BY ALL INFORMATION INCLUDED. DRAWING INDEX 1 G1.0 HE INTENT OF THE SCOPE CONTAINED WITHIN THESE DOCUMENTS RELATES TO THE INTERIOR REMODELING/ BUILD-OUT OF A RESTAURANT INTERIOR SPACE CONTAINED WITHIN AN EXISTING SHELL BUILDING. THE ARCHITECT HAS NOT INSPECTED THE CONDITIONS OF THE INTEGRITY OF THE EXISTING SHELL BUILDING AND SHALL NOT ASSUME RESPONSIBILITY OR LIABILITY FOR THE SAME. THE RESPONSIBILITY AND LIABILITY FOR THE EXISTING SHELL BUILDING CONDITIONS AND INTEGRITY, AND FOR THE CONFORMANCE OF THE EXISTING BUILDING SHELL TO ALL APPLICABLE LOCAL CODES AND ENVIRONMENTAL REQUIREMENTS, IS SOLELY THAT OF OTHERS AND NOT OF THE ARCHITECT. THE ARCHITECT'S SCOPE OF WORK IS STRICTLY LIMITED SOLELY TO THE INTERIOR BUILD-OUT OF AN EXISTING INTERIOR SPACE LOCATED WITHIN AN EXISTING SHELL BUILDING. APPLICABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS, AND SHALL CONFORM TO ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF ALL GOVERNING BODIES. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE PROCURED AND PAID FOR BY THE GENERAL CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: • 2009 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMMENDMENTS • 2009 INTERNATIONAL MECHANICAL CODE W/ WASHINGTON STATE AMMENDMENTS • 2009 UNIFORM PLUMBING CODE W/ WASHINGTON STATE AMENDMENTS • 2009 INTERNATIONAL ELECTRICAL CODE W/ WASHINGTON STATE AMENDMENTS • 2009 INTERNATIONAL FIRE CODE W/ WASHINGTON STATE AMENDMENTS • 2009 WASHINGTON STATE ENERGY CODE • 2009 WASHINGTON STATE INDOOR AIR QUALITY CODE • 2003 ICC ANSI A117.1 BUILDING INFORMATION: CONSTRUCTION TYPE ( SECTION 601): TENANT AREA : ALLOWABLE AREA (TABLE 503): ACTUAL BUILDING HEIGHT: SPRINKLERED BUILDING) 1,397 S.F. (JIMMY JOHN'S SPACE) 6 9,000 S.F. 1 STORY, EXISTING OCCUPANCY CLASSIFICATION (SECTION 303.1) GROUP B, (RESTAURANT W/ LESS THAN 50 PEOPLE) OCCUPANCY (TABLE 1004.1.1): DINING A: DINING B: • UNCONCENTRATED 40 S.F. / 15 S.F. PER PERSON DINING C: • FIXED SEATING (BOOTHS) 44'-0" / 24" PER PERSON = 22 =3 • UNCONCENTRATED 55 S.F. / 15 S.F. PER PERSON = 4 QUEUING: KITCHEN / PREP: STORAGE: TOTAL OCCUPANCY: EGRESS REQUIREMENTS: EGRESS WIDTH REQUIRED (SECTION 1005.1): EGRESS WIDTH PROVIDED: NUMBER OF EXITS REQUIRED (TABLE 1015.1): NUMBER OF EXITS PROVIDED: MAXIMUM TRAVEL DISTANCE (TABLE 1021.2): 30 S.F. / 5 S.F. PER PERSON 283 S.F. / 200 S.F. PER PERSON 146 S.F. / 300 S.F. PER PERSON =6 =2 = 1 = 38 0.2" X 38 OCCUPANTS = 7.6" / 36" MIN. 72" (6'-0") 1 2 250-0" ALLOWED 70'-0" ACTUAL PLUMBING FIXTURE COUNT (2009 WASHINGTON STATE BUILDING CODE TABLE 2902.1): TOTAL PUBLIC AREA: OCCUPANCY: MEN (OCCUPANT LOAD = 11) • WATER CLOSETS REQUIRED: • WATER CLOSETS PROVIDED: • LAVATORIES REQUIRED: • LAVATORIES PROVIDED: WOMEN (OCCUPANT LOAD = 11) • WATER CLOSETS REQUIRED: • WATER CLOSETS PROVIDED: • LAVATORIES REQUIRED: • LAVATORIES PROVIDED: SERVICE SINK: 654 S.F. 654 S.F. / 30 S.F. PER PERSON = 22 OCCUPANTS 1 PER 25 OCCUPANTS 1 1 PER 2 WATER CLOSETS 1 PER 25 OCCUPANTS 1 1 PER 2 WATER CLOSETS 1 REQUIRED 1 PROVIDED d,t-/-111‘, 4 11 iai ' 60.01119 LorktlaCT''' industrial P otittor...640--'`.4.04..N.riteri1144d h 51 17i3tfis St , L41 PROPOSED JIMMY JOHN'S 1,397 S.F. NORTH CORPORATE: JIMMY JOHN'S FRANCHISE, LLC. 2212 FOX DRIVE CHAMPAIGN, IL 61820 constructiongimmyjohns.com TEL.: (217) 356-9900 FAX.: (217) 359-2956 FRANCHISEE SANDWICH, LLC 401 N. MICHIGAN AVE. SUITE 1700 CHICAGO, IL 60061 CONTACT: JIM SHARPE TEL.: (312) 494-2010 FRANCHIESE PROJECT MANAGER GARY STRUCK TEL: (815) 245-0120 ARCHITECT: CHIPMAN DESIGN ARCHITURE, INC. 1550 N. NORTHWEST HIGHWAY SUITE 400 PARK RIDGE, IL 60068 CONTACT: DANA RIZZO TEL.: (847) 298 - 6900 FAX.: (847) 298 - 6966 LANDLORD: CONTACT: JACK ROSEN jack@rosenharbottle.com TEL: (425) 454-3030 BUILDING DEPARTMENT: THE CITY OF TUKWILA DEPT. OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD. #100 TUKWILA, WA 98188 TEL: (206) 431-3670 FAX: (206) 431-3665 HEALTH DEPARTMENT SEATTLE & KING COUNTY FOOD PROTECTION DIVISION 401 5TH AVE, SUITE 1100 • SEATTLE, WA 98104 TEL.: (206) 263-8484 MECHANICAL, ELECTRICL & PLUMBING: ABOSSEIN ENGINEERING, LLC 2100 112TH AVE. NE, SUITE # 201 BELLEVUE, WA 98004 CONTACT: GARY WOMACK TEL.: (425) 462-9441 FAX.: (425) 462-9451 Ipaptia7M1[1,04.10.../. EEP M .,RATE PERMIT REQUIRED FOR: Mechanical lirtlectrical fegumbing giotSs Piping city of Tukwila •• PDING DIVISION j 0 >- •■113 COVER SHEET VICINITY MAP 4 PROJECT CONTACTS 5 N.T.S. G1.0 G1.0 u SOUTHCENTER PKWY. 1111111111111111,111] 1111 11111 1111 \\\\\\\\\\\\\\\ J Hi PROPOSED JIMMY JOHN'S 1,397 S.F. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 9 2 2011 tiL Wit City of Tukwila BUILDING DIVISION CORRECTION bt1;237 RECEIVED AUG 12 2011 PERMIT CENTER NORTH CODE REVIEW 3 G1.0 EXISTING SITE PLAN Revisions A ISSUE FOR JJ REVIEW \ 06/30/11 A ISSUE FOR PERMIT/LL REIVEW / \ 07/15/11 A REVISION PER JIMMY JOHN'S / \ 07/15/11 A REVISION PER JIMMY JOHN'S / 2 \ 07/25/11 A REVISION PER JIMMY JOHN'S / 3 \ 07/26/11 A REVISION PER LANDLORD / 4 \ 07/28/11 A FIELD CONDITION REVISION / 5 \ 08/02/11 REVISION PER CITY 08/10/11 6367 \■,..7 REGISTERED ARCHITECT JOHN A. CHIPMAN STATE OF INA&'• at" \ ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA WA RELATING TO STRUcTLIRES AND BUILDINGS. ARCHITECT Drawn By DR Checked .By DR Scale AS NOTED Date 06/30/2011 6 Job No 11-2100 N.T.S. G1.0 Sheet No. G1.0 • • • • • • • • G1.0 COVER SHEET • • • • G1.1 ADDITIONAL COVER SHEET INFORMATION • • • • D1.0 DEMOLITION PLAN & NOTES • • • • • • A1.0 FLOOR PLAN, SCHEDULES, DETAILS & NOTES • • • • • A2.0 REFLECTED CEILING PLAN, SCHEDULE & NOTES • • • • • • A2.1 CEILING DETAILS & NOTES • • • • • • A3.0 FLOOR FINISH PLAN, FINISH SCHEDULE & NOTES • • • • A3.1 WALL FINISH PLAN, DETAILS & NOTES • • • • • • • A3.2 WALL BASE /COUNTER FINISH PLAN & DETAILS • • • • • • A4.0 EQUIPMENT PLAN DETAILS & EQUPMENT SCHEDULE • • • • A5.0 RESTROOM PLAN, ELEVATIONS, SCHEDULES, DETAILS & NOTES • • • • • • A6.0 INTERIOR ELEVATIONS • • • • • • A6.1 INTERIOR ELEVATIONS • • • A7.0 EXTERIOR ELEVATION • • • • A8.0 COUNTER & FRONT COUNTER PLANS, ELEVATIONS & DETAILS • • • • • A9.0 CABINETRY PLANS & DETAILS • • • • SP-1 SPECIFICATIONS • • • • SO1 PARTIAL ROOF FRAMING PLAN • • • • • MO1 GENERAL NOTES, SCHEDULES & LEGENDS • • • • • M02 FLOOR PLAN - HVAC • • • • • • • • • • • P1 PLUMBING CODE MATRIX & SCHEDULE • • P2 BELOW SLAB PLUMBING PLAN • • • • • P3 PLUMBING ISOMETRIC DIAGRAM & DETAILS • • • • • • • El POWER PLAN • • E2 LIGHTING PLAN & FIXTURE SCHEDULE • • • • E2.1 ENERGY CODE COMPLIANCE FORMS - LIGHTING • • • • • • COM1 COMMUNICATIONS & DATA PLAN • MEP-1 MECHANICAL , ELECTRICAL & PLUMBING SPECIFICATIONS • • MEP-2 MECHANICAL , ELECTRICAL & PLUMBING SPECIFICATIONS DRAWING INDEX 1 G1.0 HE INTENT OF THE SCOPE CONTAINED WITHIN THESE DOCUMENTS RELATES TO THE INTERIOR REMODELING/ BUILD-OUT OF A RESTAURANT INTERIOR SPACE CONTAINED WITHIN AN EXISTING SHELL BUILDING. THE ARCHITECT HAS NOT INSPECTED THE CONDITIONS OF THE INTEGRITY OF THE EXISTING SHELL BUILDING AND SHALL NOT ASSUME RESPONSIBILITY OR LIABILITY FOR THE SAME. THE RESPONSIBILITY AND LIABILITY FOR THE EXISTING SHELL BUILDING CONDITIONS AND INTEGRITY, AND FOR THE CONFORMANCE OF THE EXISTING BUILDING SHELL TO ALL APPLICABLE LOCAL CODES AND ENVIRONMENTAL REQUIREMENTS, IS SOLELY THAT OF OTHERS AND NOT OF THE ARCHITECT. THE ARCHITECT'S SCOPE OF WORK IS STRICTLY LIMITED SOLELY TO THE INTERIOR BUILD-OUT OF AN EXISTING INTERIOR SPACE LOCATED WITHIN AN EXISTING SHELL BUILDING. APPLICABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS, AND SHALL CONFORM TO ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF ALL GOVERNING BODIES. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE PROCURED AND PAID FOR BY THE GENERAL CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: • 2009 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMMENDMENTS • 2009 INTERNATIONAL MECHANICAL CODE W/ WASHINGTON STATE AMMENDMENTS • 2009 UNIFORM PLUMBING CODE W/ WASHINGTON STATE AMENDMENTS • 2009 INTERNATIONAL ELECTRICAL CODE W/ WASHINGTON STATE AMENDMENTS • 2009 INTERNATIONAL FIRE CODE W/ WASHINGTON STATE AMENDMENTS • 2009 WASHINGTON STATE ENERGY CODE • 2009 WASHINGTON STATE INDOOR AIR QUALITY CODE • 2003 ICC ANSI A117.1 BUILDING INFORMATION: CONSTRUCTION TYPE ( SECTION 601): TENANT AREA : ALLOWABLE AREA (TABLE 503): ACTUAL BUILDING HEIGHT: SPRINKLERED BUILDING) 1,397 S.F. (JIMMY JOHN'S SPACE) 6 9,000 S.F. 1 STORY, EXISTING OCCUPANCY CLASSIFICATION (SECTION 303.1) GROUP B, (RESTAURANT W/ LESS THAN 50 PEOPLE) OCCUPANCY (TABLE 1004.1.1): DINING A: DINING B: • UNCONCENTRATED 40 S.F. / 15 S.F. PER PERSON DINING C: • FIXED SEATING (BOOTHS) 44'-0" / 24" PER PERSON = 22 =3 • UNCONCENTRATED 55 S.F. / 15 S.F. PER PERSON = 4 QUEUING: KITCHEN / PREP: STORAGE: TOTAL OCCUPANCY: EGRESS REQUIREMENTS: EGRESS WIDTH REQUIRED (SECTION 1005.1): EGRESS WIDTH PROVIDED: NUMBER OF EXITS REQUIRED (TABLE 1015.1): NUMBER OF EXITS PROVIDED: MAXIMUM TRAVEL DISTANCE (TABLE 1021.2): 30 S.F. / 5 S.F. PER PERSON 283 S.F. / 200 S.F. PER PERSON 146 S.F. / 300 S.F. PER PERSON =6 =2 = 1 = 38 0.2" X 38 OCCUPANTS = 7.6" / 36" MIN. 72" (6'-0") 1 2 250-0" ALLOWED 70'-0" ACTUAL PLUMBING FIXTURE COUNT (2009 WASHINGTON STATE BUILDING CODE TABLE 2902.1): TOTAL PUBLIC AREA: OCCUPANCY: MEN (OCCUPANT LOAD = 11) • WATER CLOSETS REQUIRED: • WATER CLOSETS PROVIDED: • LAVATORIES REQUIRED: • LAVATORIES PROVIDED: WOMEN (OCCUPANT LOAD = 11) • WATER CLOSETS REQUIRED: • WATER CLOSETS PROVIDED: • LAVATORIES REQUIRED: • LAVATORIES PROVIDED: SERVICE SINK: 654 S.F. 654 S.F. / 30 S.F. PER PERSON = 22 OCCUPANTS 1 PER 25 OCCUPANTS 1 1 PER 2 WATER CLOSETS 1 PER 25 OCCUPANTS 1 1 PER 2 WATER CLOSETS 1 REQUIRED 1 PROVIDED d,t-/-111‘, 4 11 iai ' 60.01119 LorktlaCT''' industrial P otittor...640--'`.4.04..N.riteri1144d h 51 17i3tfis St , L41 PROPOSED JIMMY JOHN'S 1,397 S.F. NORTH CORPORATE: JIMMY JOHN'S FRANCHISE, LLC. 2212 FOX DRIVE CHAMPAIGN, IL 61820 constructiongimmyjohns.com TEL.: (217) 356-9900 FAX.: (217) 359-2956 FRANCHISEE SANDWICH, LLC 401 N. MICHIGAN AVE. SUITE 1700 CHICAGO, IL 60061 CONTACT: JIM SHARPE TEL.: (312) 494-2010 FRANCHIESE PROJECT MANAGER GARY STRUCK TEL: (815) 245-0120 ARCHITECT: CHIPMAN DESIGN ARCHITURE, INC. 1550 N. NORTHWEST HIGHWAY SUITE 400 PARK RIDGE, IL 60068 CONTACT: DANA RIZZO TEL.: (847) 298 - 6900 FAX.: (847) 298 - 6966 LANDLORD: CONTACT: JACK ROSEN jack@rosenharbottle.com TEL: (425) 454-3030 BUILDING DEPARTMENT: THE CITY OF TUKWILA DEPT. OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD. #100 TUKWILA, WA 98188 TEL: (206) 431-3670 FAX: (206) 431-3665 HEALTH DEPARTMENT SEATTLE & KING COUNTY FOOD PROTECTION DIVISION 401 5TH AVE, SUITE 1100 • SEATTLE, WA 98104 TEL.: (206) 263-8484 MECHANICAL, ELECTRICL & PLUMBING: ABOSSEIN ENGINEERING, LLC 2100 112TH AVE. NE, SUITE # 201 BELLEVUE, WA 98004 CONTACT: GARY WOMACK TEL.: (425) 462-9441 FAX.: (425) 462-9451 Ipaptia7M1[1,04.10.../. EEP M .,RATE PERMIT REQUIRED FOR: Mechanical lirtlectrical fegumbing giotSs Piping city of Tukwila •• PDING DIVISION j 0 >- •■113 COVER SHEET VICINITY MAP 4 PROJECT CONTACTS 5 N.T.S. G1.0 G1.0 u SOUTHCENTER PKWY. 1111111111111111,111] 1111 11111 1111 \\\\\\\\\\\\\\\ J Hi PROPOSED JIMMY JOHN'S 1,397 S.F. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 9 2 2011 tiL Wit City of Tukwila BUILDING DIVISION CORRECTION bt1;237 RECEIVED AUG 12 2011 PERMIT CENTER NORTH CODE REVIEW 3 G1.0 EXISTING SITE PLAN Revisions A ISSUE FOR JJ REVIEW \ 06/30/11 A ISSUE FOR PERMIT/LL REIVEW / \ 07/15/11 A REVISION PER JIMMY JOHN'S / \ 07/15/11 A REVISION PER JIMMY JOHN'S / 2 \ 07/25/11 A REVISION PER JIMMY JOHN'S / 3 \ 07/26/11 A REVISION PER LANDLORD / 4 \ 07/28/11 A FIELD CONDITION REVISION / 5 \ 08/02/11 REVISION PER CITY 08/10/11 6367 \■,..7 REGISTERED ARCHITECT JOHN A. CHIPMAN STATE OF INA&'• at" \ ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA WA RELATING TO STRUcTLIRES AND BUILDINGS. ARCHITECT Drawn By DR Checked .By DR Scale AS NOTED Date 06/30/2011 6 Job No 11-2100 N.T.S. G1.0 Sheet No. G1.0 1. ALL INFORMATION CONTAINED IN THESE CONSTRUCTION DRAWINGS ARE THE SOLE PROPERTY OF JIMMY JOHN'S. COPIES ARE TO BE USED FOR THE EXCLUSIVE PURPOSE OF CONSTRUCTING JIMMY JOHN'S FACILITIES. ANY OTHER USE MAY VIOLATE THE COPYRIGHT LAWS OF THE UNITED STATES. 2. THE ARCHITECT, FRANCHISEE, OR JIMMY JOHN'S ASSUME NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE DOCUMENTS FOR ANY PURPOSE OTHER THAN SPECIFICALLY AUTHORIZED BY THE AFORE MENTIONED AND SIGNED AND SEALED FOR THE SPECIFIC LOCATION IN THE STATE SHOWN ON THE DRAWINGS AND SEAL. 3. ALL CHANGES TO THESE DOCUMENTS MUST BE APPROVED BY JIMMY JOHN'S CORPORATE & FRANCHISEE. 4. ANY REFERENCE TO JIMMY JOHN'S WITHIN THESE DOCUMENTS IMPLIES THE FRANCHISEE. REFER TO PROJECT TEAM FOR SPECIFIC FRANCHISEE CONTACT ON SHEET G1.0. 5. ALL CONSTRUCTION WORK, INCLUDING BUT NOT LIMITED TO, PLUMBING, MECHANICAL AND ELECTRICAL, WORKING CONDITIONS, MATERIALS AND METHODS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE STATE AND LOCAL BUILDING CODES. 6. ALL CONTRACTORS AND SUBCONTRACTORS WILL THOROUGHLY FAMILIARIZE THEMSELVES WITH THESE CONSTRUCTIONS DOCUMENTS AND WILL VERIFY EXISTING SITE CONDITIONS PRIOR TO SUBMITTING A BID. ALL SUBCONTRACTORS WILL PROVIDE ALL LABOR, SUPERVISION AND MATERIALS, ETC. AS REQUIRED, WHICH MAY BE NECESSARY FOR A SUCCESSFUL COMPLETION OF THIS PROJECT TO OBTAIN A FINAL OCCUPANCY PERMIT. ALL WORK TO BE PERFORMED IN A GOOD AND WORKMANLIKE MANNER AS DESCRIBED HEREIN BY THESE CONSTRUCTION DOCUMENTS. ACCORDING TO THE INTENT AND MEANING OF THE DRAWINGS AND SPECIFICATIONS. WHETHER THE SAME MAY OR MAY NOT BE PARTICULARLY INFERRED THEREFROM ALL WORK INDICATED OR DESCRIBED IN THE DRAWINGS OR SPECIFICATIONS WILL BE CONFERRED BY THE CONTRACT TO THE EXTENT AS IF DESCRIBED IN BOTH. ALL CONTRACTORS AND SUBCONTRACTORS WILL ALSO THOROUGHLY FAMILIARIZE THEMSELVES WITH THE SPECIFIC REQUIREMENTS AS TO PROCEDURES THE FRANCHISEE OR THE LANDLORD EXPECTS THE CONTRACTOR(S) TO FOLLOW DURING CONSTRUCTION. THIS REFERS TO ACCESS TO THE SPACE, TRASH REMOVAL DURING CONSTRUCTION, PARKING OF CONSTRUCTION VEHICLES, DELIVERIES, STORAGE, STAGING AREAS, AND ANY OTHER ITEMS NECESSARY TO COMPLY WITH ALL ASPECTS OF THE LEASE AND TENANT OBLIGATIONS. 7. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. ACCORDINGLY, THE CONTRACTOR UNDERTAKES TO PERFORM ALL WORK REASONABLY AS NECESSARY TO DELIVER A COMPLETED PROJECT AS DESCRIBED IN THE CONTRACT DOCUMENTS, AND ALL SUCH WORK SHALL BE PERFORMED FOR THE CONTRACT PRICE EVEN THOUGH NOT SHOWN OR CALLED FOR EXPLICITLY BY THE CONTRACT DOCUMENTS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROPRIATE CLARIFICATION OF WORDS AND ABBREVIATIONS WHICH ARE NOT CLEAR TO THE CONTRACTOR PRIOR TO SIGNING THE CONTRACT. SHOULD IT APPEAR THAT THERE IS A DISCREPANCY BETWEEN OR WITHIN THE DRAWINGS AND /OR SPECIFICATIONS CONCERNING THE NATURE, QUALITY, OR EXTENT OF MATERIALS OR WORK TO BE FURNISHED AND /OR INSTALLED, AND SUCH DISCREPANCY IS NOT CLARIFIED BY ADDENDUM DURING THE BIDDING PERIOD, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF THE POTENTIAL DISCREPANCY AND SHALL PROVIDE A COMPLETE DESCRIPTION OF ALTERNATE SPECIFICATIONS OR INTERPRETATIONS OF THE CONTRACT DOCUMENTS AND THE ASSOCIATED COST REDUCTIONS. THE OWNER SHALL HAVE THE OPTION OF SELECTING ANY OF THE ALTERNATIVES AND ADJUSTING THE CONTRACT PRICE ACCORDINGLY. SHOULD DISCREPANCIES APPEAR AMONG THE CONTRACT DOCUMENTS, OR IF THE CONTRACTOR HAS ANY QUESTIONS REGARDING THE MEANING OF ANY PART OF THE CONTRACT DOCUMENTS, THE CONTRACTOR MUST REQUEST THE ARCHITECTS INTERPRETATION AND CLARIFICATION BEFORE PROCEEDING WITH THE WORK. IF THE CONTRACTOR FAILS TO MAKE SUCH A REQUEST, NO EXCUSE WILL THEREAFTER BE ENTERTAINED FOR FAILURE TO CARRY OUT THE WORK IN A MANNER SATISFACTORY TO THE OWNER. SHOULD ANY CONFLICT OCCUR IN OR BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL BE DEEMED TO HAVE BASED HIS BID ON, AND AGREED TO PROVIDE THE GREATER QUANTITY OF BETTER QUALITY MATERIALS AND WORK UNLESS THE CONTRACTOR SHALL HAVE, BEFORE SUBMISSION OF PROPOSAL, ASKED FOR AND OBTAINED A WRITTEN DECISION FROM THE OWNER OR ARCHITECT OR ENGINEER AS TO WHICH METHOD OR MATERIALS WILL BE REQUIRED. 8. FULL SIZE OR LARGER SCALE DETAILS OF DRAWINGS SHALL TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS WHICH THEY ARE INTENDED TO AMPLIFY. DIMENSIONS SHALL BE CALCULATED RATHER THAN DETERMINED BY SCALE OR RULE. CALCULATED DIMENSIONS AND MARKED DATA SHALL TAKE PRECEDENCE OVER SCALE MEASUREMENTS AND DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE GENERAL DRAWINGS. DISCREPANCIES OR AMBIGUITIES FOUND IN THE DRAWINGS OR SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT AT ONCE FOR CLARIFICATION. 9. SUBCONTRACTORS, BEFORE STARTING THEIR WORK, WILL CHECK AND VERIFY THEIR PARTICULAR CODE RELATED REQUIREMENTS FOR COMPLIANCE ALONG WITH MEASUREMENTS, SURFACE LEVELS, SURFACE CONDITIONS AND RELATED PRODUCT INSTALLATIONS NEAR AND ABOUT THEIR WORK. EACH TRADE WILL VERIFY THE CONTRACT CONDITIONS WITH THE OWNER OR THE ON -SITE CONSTRUCTION MANAGER IF THEY ARE NOT THE SAME AS THE CONSTRUCTION DOCUMENTS. IT WILL BE CONCLUDED THAT EACH BIDDER UNDERSTANDS AND KNOWS EXACTLY WHAT WILL BE REQUIRED OF HIM AND WILL PERFORM THESE REQUIREMENTS WITHOUT RECOURSE TO THE FULL AND UNCONDITIONAL SATISFACTION OF THE OWNER. THERE ARE NO ALTERNATE BIDS ON THIS PROJECT. NO ADDITIONAL COMPENSATION WILL BE CONSIDERED AFTER LETTING OF THIS BID UNLESS CHANGES ARE DIRECTED BY THE OWNER IN WRITING WITH COST ALREADY NEGOTIATED FOR THAT ADDED WORK AFTER THE LETTING OF THE BID. 10. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL NOT HAVE CONTROL OR CHARGE OF AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK ON THIS PROJECT OR FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON THIS SITE, NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT AND OR CONSTRUCTION DOCUMENTS. 11. THE ARCHITECT AND HIS CONSULTANTS DO NOT WARRANTY OR GUARANTEE THE ACCURACY AND COMPLETENESS OF THE CONSTRUCTION DOCUMENTS THEREIN BEYOND A REASONABLE DILIGENCE. IF ANY MISTAKES, OMISSIONS, OR DISCREPANCIES ARE FOUND TO EXIST IN THE CONSTRUCTION DOCUMENTS, THE ARCHITECT SHALL BE PROMPTLY NOTIFIED SO THAT HE MAY HAVE THE OPPORTUNITY TO TAKE WHATEVER STEPS ARE NECESSARY TO RESOLVE THEM. FAILURE TO PROMPTLY NOTIFY THE ARCHITECT OF SUCH CONDITIONS SHALL ABSOLVE THE ARCHITECT FROM ANY RESPONSIBILITY FOR SUCH FAILURE. ACTION TAKEN WITHOUT KNOWLEDGE AND CONSENT OF THE ARCHITECT OR IN CONTRADICTION TO THE CONSTRUCTION DOCUMENTS OR THE RECOMMENDATIONS OF THE ARCHITECT SHALL BECOME THE RESPONSIBILITY OF THE PARTIES RESPONSIBLE FOR TAKING SUCH ACTION. 12. ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND /OR SHORING TO INSURE STRUCTURAL STABILITY OF THE BUILDING AND ALL RELATED BUILDING COMPONENTS. IE: STRUCTURAL WALLS, INTERIOR WALL ASSEMBLIES, ETC. DURING THE CONSTRUCTION PHASE OF THIS PROJECT. COMPLY WITH ALL STATE, OSHA, AND LOCAL CODES. 13. ALL WORK WILL BE COORDINATED WITH OTHER TRADES IN ORDER TO AVOID INTERFERENCES AND PRESERVE MAXIMUM HEADROOM AND AVOID OMISSIONS. EACH CONTRACTOR WILL INCLUDE ALL MISCELLANEOUS ITEMS REQUIRED BY CODE AND NEEDED TO COMPLETE THE WORK INCLUDING MOVING AND RIGGING OF MATERIALS AND EQUIPMENT, ALL THE HANGERS, SUPPORTS, AND ANCHORS, SUSPENSION MEANS, CONDUIT, WIRE, FITTINGS, SLEEVES, ETC. 14. ALL MATERIALS USED WILL BE NEW AND BEAR U.L. LABELS WHERE REQUIRED AND MEET APPROPRIATE N.E.M.A. STANDARDS. 15. EACH SUBCONTRACTOR WILL AMEND AND MAKE GOOD AT HIS OWN COST, ANY DEFECTS OR OTHER FAULTS IN HIS WORKMANSHIP AND/ OR HIS SUPPLIED MATERIALS. 16. ANY ADDITIONS OR CHANGES TO WORK MUST BE AUTHORIZED IN WRITING BY THE OWNER OR BY THE CONSTRUCTION MANAGER (APPROVED BY THE OWNER IN WRITING): NO ALTERATIONS WILL BE MADE ON THIS PROJECT EXCEPT UPON WRITTEN ORDER BY THE OWNER. THE ACTUAL COSTS TO BE PAID TO THE TRADES BY VIRTUE OF SUCH ALTERATIONS MUST BE STATED ON SAID ORDER TO THE OWNER. IN THE EVENT ADDITIONS OR CHANGES TO WORK ON SITE OCCUR, THESE CHANGES ARE TO BE DONE ON A TIME AND MATERIAL BASIS: THE ESTIMATED COMPLETED COST MUST BE IN WRITING, INCLUDING THE COST PER HOUR FOR LABOR AND ACTUAL MATERIAL COSTS. 17. NO MATERIAL SUBSTITUTIONS WILL BE PERMITTED UNLESS AUTHORIZATION HAS BEEN GRANTED BY JIMMY JOHN'S DESIGN AND CONSTRUCTION DEPARTMENT AND THE FRANCHISEE. ANY MATERIAL SUBSTITUTIONS WITHOUT AUTHORIZATION WILL SUBJECT THE GENERAL CONTRACTOR TO REPLACEMENT OF SUCH SUBSTITUTED MATERIALS WITH APPROVED MATERIALS AT THE SOLE EXPENSE OF THE GENERAL CONTRACTOR. 18. WEATHER CONDITIONS: CONTRACTORS WILL PROTECT ALL PARTS OF THEIR WORK FROM WEATHER DAMAGE DUE TO THE FROST, RAIN, HEAT, ETC. AND WILL BE MAKE GOOD TO THE SATISFACTION OF THE OWNER AND/ OR GENERAL CONTRACTOR ANY PORTION OF THE WORK WHICH IN HIS OPINION MAY HAVE BECOME DAMAGED. 19. RESPONSIBILITY OF CONTRACTOR: EACH CONTRACTOR IS RESPONSIBLE FOR AND MUST GUARANTEE IN WRITING FIRST CLASS WORKMANSHIP AND MATERIALS. EACH CONTRACTOR WILL ASSUME ALL RESPONSIBILITY FOR THE CARE AND PROTECTION OF HIS OWN WORK AND MATERIALS FROM DAMAGE AND WILL PROTECT THIS SAME PROPERTY. HE WILL MAKE GOOD ANY DAMAGE TO HIS OWN OR OTHER WORK CAUSED BY HIMSELF OR WORKMEN EMPLOYED BY HIM. 20. SITE SAFETY: EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS AND RELATED OSHA STANDARDS FOR THE PROTECTION AND SAFETY FOR THEIR EMPLOYEES ON SITE. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL BE HELD HARMLESS BY THE OWNER, GENERAL CONTRACTOR AND RELATED AWARDED TRADES, ON THIS PROJECT FOR ACCIDENTS OR INJURIES CAUSED OR ACCRUED ON THIS PROPERTY DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 21. PILFERAGE: EACH CONTRACTOR WILL BE RESPONSIBLE FOR HIS OWN EQUIPMENT AND MATERIALS USED IN CONSTRUCTION INCLUDING: THOSE ITEMS RELATING TO HIS WORK, FURNISHED BY THE OWNER, AND DELIVERED TO THE JOB SITE, TO BE INSTALLED BY THE SAME. THIS OWNER WILL NOT BE HELD LIABLE FOR STOLEN EQUIPMENT, MATERIALS OR DAMAGED OF THE SAME ON THIS JOB SITE. 22. GENERAL CONTRACTOR TO PAY FOR ALL SCAVENGER SERVICES, AND WILL BE RESPONSIBLE FOR REMOVAL OF DEBRIS ACCUMULATED BY EACH TRADE. HOWEVER, EACH TRADE WILL KEEP THE JOB SITE CLEAN AND SAFE AT ALL TIMES, ALONG WITH A BROOM FINISH AT THE END OF EACH WORKING DAY. 23. IF CHANGES ARE MADE IN THE FIELD ON THIS PROJECT VIA DIMENSIONS, MATERIALS, INSTALLATION DIFFERENT THAN INDUSTRY TECHNIQUES AND STANDARDS, ETC., CONSTRUCTION MANAGER IS TO BE NOTIFIED 48 HOURS IN ADVANCE TO THESE CHANGES TO BE MADE BY SAID TRADE. IF NOTICE IS NOT GIVEN TO THE C.M., THEN THAT SUBCONTRACTOR IS TOTALLY RESPONSIBLE FOR THE CONSEQUENCES AND EFFECTS EVOLVED FROM THESE CHANGES. 24. GLASS BREAKAGE: WHEN AND IF GLASS IS BROKEN AND IT IS NOT POSSIBLE TO DETERMINE THE PARTY OR CONTRACTOR WHO CAUSED THE BREAKAGE, COST OF REPLACING BROKEN GLASS WILL BE PRORATED EQUALLY AMONG ALL TRADES, CONTRACTORS, WORKMEN, ETC., IN THE BUILDING AFTER GLASS HAS BEEN NOTICED BROKEN, IT IS THE CONSTRUCTION MANAGER'S RESPONSIBILITY TO HAVE SAID GLASS REPLACED AND TO COLLECT AND/ OR DELETE FROM PAYOUTS COSTS FOR SAID REPLACEMENT. 25. CONSTRUCTION CLEAN -UP: AFTER ALL OTHER WORK IS COMPLETED AND JUST PRIOR TO TURNING THE SPACE OVER TO THE OWNER, THE CONSTRUCTION MANAGER WILL EMPLOY THE SERVICES OF A PROFESSIONAL CLEANING SERVICE TO CLEAN AND WASH DOWN ALL INSTALLED EQUIPMENT, SERVICE AREAS, ALONG WITH THE CLEANING OF ALL GLASS WINDOW /DOOR SURFACES PRIOR TO OPENING. 26. DEMOLITION RESPONSIBILITIES ARE NOT NECESSARILY LIMITED TO THOSE LISTED HEREIN. WORK INCLUDES REMOVAL AND LEGAL DISPOSAL OF ALL EXISTING CONSTRUCTION ITEMS THAT ARE NOT UTILIZED IN THE FINISHED PRODUCT. 27. SPECIAL ATTENTION SHALL BE GIVEN TO EXISTING AREAS SURROUNDING THE EXTERIOR OF THE PROJECT SPACE. ALL CONSTRUCTION AND INSTALLED EQUIPMENT, WALKS, AND LANDSCAPED AREAS SHALL BE PROTECTED AND GUARDED BY BARRIERS OR OTHER MEANS NECESSARY TO PROTECT AREAS FROM DAMAGE DURING CONSTRUCTION. ALL AREAS DAMAGED WILL BE RESTORED TO THEIR ORIGINAL CONDITION PRIOR TO FINAL PAYMENT AT THE SOLE EXPENSE OF THE GENERAL CONTRACTOR. 28. TEMPORARY SERVICES REQUIRED DURING CONSTRUCTION SHALL BE THE SOLE EXPENSE OF THE CONTRACTOR, UNLESS OTHERWISE AGREED UPON. 29. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO RECEIVE AND UNLOAD PRODUCT AND MATERIALS SUPPLIED BY OTHERS AT THE JOB SITE. IMMEDIATELY INSPECT DELIVERED PRODUCTS AND EQUIPMENT FOR SHIPPING DAMAGE, INCLUDING CONCEALED DAMAGE PRIOR TO SHIPPER LEAVING PREMISES. ANY PRODUCT OR MATERIALS FOUND TO BE DAMAGED AFTER THE SHIPPER HAS LEFT THE PREMISES, WILL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REPLACE. RECORD ANY SHORTAGES, DAMAGED OR DEFECTIVE MATERIALS. SAVE ALL PACKING OF DAMAGED PRODUCTS UNTIL CLAIMS ARE FINALIZED. IMMEDIATELY NOTIFY JIMMY JOHN'S PROJECT MANAGER AND FRANCHISEE OF ANY DAMAGED MATERIALS RECEIVED. IMMEDIATELY FILE A DAMAGE CLAIM WITH THE APPROPRIATE SHIPPING COMPANY. 30. THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION FOR USE BY THE TRADES AND SHALL PROVIDE SUBCONTRACTORS WITH CURRENT CONSTRUCTION DOCUMENTS AS REQUIRED. 31. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR. FRANCHISEE MAY WITHHOLD FINAL PAYMENT UNTIL GENERAL CONTRACTOR SUPPLIES FRANCHISEE WITH A WARRANTY LETTER AND SUBCONTRACTORS LIEN WAIVERS. 32. GENERAL CONTRACTOR AND HIS JOB SUPERVISOR SHALL TEST ALL EQUIPMENT FOR PROPER OPERATION, IN THE PRESENCE OF THE FRANCHISEE, BEFORE TURNING COMPLETED STORE OVER TO FRANCHISEE. 33. GENERAL CONTRACTOR SHALL PROVIDE THE FRANCHISEE WITH TWO (2) COPIES OF A MAINTENANCE MANUAL UPON COMPLETION OF THE STORE. THE FRANCHISEE MAY CHOOSE TO WITHHOLD FINAL PAYMENT SHOULD THE GENERAL CONTRACTOR FAIL TO PROVIDE A MAINTENANCE MANUAL. 34. TEN DAYS BEFORE CONSTRUCTION COMMENCEMENT, THE GENERAL CONTRACTOR SHALL PROVIDE THE FRANCHISEE AND JIMMY JOHN'S WITH A DETAILED AND COMPLETE CONSTRUCTION SCHEDULE. THE SCHEDULE SHOWING ALL TRADES WITH STARTING AND COMPLETION DATES. A COMPLETE LIST OF ALL SUBCONTRACTORS MUST ALSO BE INCLUDED WITH THE SCHEDULE. THE GENERAL CONTRACTOR IS TO NOTIFY ALL PARTIES IN RECEIPT OF PROJECT SCHEDULE IF ANY CHANGES OCCUR WHICH AFFECT THE COMPLETION DATE. FAILURE TO COMPLETE THE PROJECT AS SCHEDULED, MAY RESULT IN PENALTIES INCURRED BY THE GENERAL CONTRACTOR REGARDING FINAL PAYMENT. 35. CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS, SELECTED AND DISTRIBUTED IN ACCORDANCE WITH LOCAL BUILDING FIRE CODES AND FIRE MARSHAL. FIRE EXTINGUISHERS SHALL BE OF PROPER CLASS. PROPER HAZARD OCCUPANCY AND SHALL BE LOCATED SO THE MAXIMUM TRAVEL DISTANCES SHALL NOT EXCEED THOSE SPECIFIED IN LOCAL BUILDING AND /OR FIRE CODES AND AND AS DIRECTED BY AUTHORITY HAVING JURISDICTION. 36. ALL WOOD IN CONTACT WITH CONCRETE AND AT EXTERIOR LOCATIONS MUST BE PRESSURE TREATED MOISTURE RESISTANT WOOD. 37. ALL WALL CONSTRUCTION FACING UTILITY AREAS MUST UTILIZE MOISTURE & MOLD RESISTANT GYPSUM BOARD UNLESS OTHERWISE NOTED. 38. PROVIDE AND INSTALL OCCUPANCY SIGN IN A CONSPICUOUS LOCATION IN ACCORDANCE WITH STATE & LOCAL CODES 39. ALL LIGHT SWITCHES, THERMOSTATS, SECURITY ALARMS, ELECTRICAL OUTLETS, ETC. MUST BE MOUNTED TO MEET ALL GOVERNING ACCESSIBILITY REQUIREMENTS FOR FLOOR & HEIGHT CLEARANCES AND ONE HAND GRASPING OPERATION.. GENERAL NOTES A. AREA A.B. ANCHOR BOLT A.C.I. AMERICAN CONCRETE INSTITUTE ACOUST. ACOUSTICAL ACT ACOUSTICAL CEILING TILE A.DA. AMERICANS WITH DISABILITIES ACT ADH. ADHESIVE ADJ. ADJACENT A.F.F. ABOVE FINISHED FLOOR ALT. ALTERNATE AL.IALUM. ALUMINUM AMP. AMPERE ANOD. ANODIZED A,N,S.I. AMERICAN NATIONAL STANDARDS INSTITUTE APPROX. APPROXIMATE ARCH. ARCHITECT/ -URAL A.S,T.M. AMERICAN SOCIETY FOR TESTING MATERIALS AVG. AVERAGE BI BOTTOM OF BD. BOARD BEV. BEVERAGE BLDG. BUILDING B.F.P. BACK FLOW PREVENTOR BLK. BLACK BLIVG. BLOCKING BRG. BEARING BRKT. BRACKET BTM. BOTTOM BTN. BETWEEN CAB. CABINET C.F.M. CUBIC FEET RER MINUTE C.G.F. COMPACTED GRANULAR FILL C.J. CONTROL JOINT C.L. CENTER LINE CLG. CEILING CLOS. CLOSET CLR. CLEAR C.M.U. CONCRETE MASONRY UNIT CNTR. COUNTER CO. COMPANY COL. COLUMN CON. CONCRETE COND. CONDUIT CONN. CONNECTION CONSTR. CONSTRUCTION CONT. CONTINUOUS CONTR. CONTRACTOR CORP. CORPORATE C.T. CERAMIC TILE C.S.I. CONSTRUCTION SPECIFICATION INSTITUTE CU. CUBIC OUST. CUSTOMER D. DEPTH DBL. DOUBLE DEG. DEGREES DIA DIAMETER DIM DIMENSION DISC. DISCONNECT DN. DOWN DR. DOOR DTL. DETAIL DWG. DRAWING DWLS, DOWELS EA. EACH E,I.F.S. EXTERIOR INSULATION FINISH SYSTEM ELECJ ELECT. ELECTRICAL ELEV./EL. ELEVATION EMPL. EMPLOYEE ENG. ENGINEERED EQ. EQUAL EQUIP. EQUIPMENT ETC. ETCETERA (E) or EXIST. EXISTING EXP. EXPANSION/ EXPOSED EXT. EXTERIOR F.D. FLOOR DRAIN FEN. FOUNDATION FE, FIRE EXTINGUISHER F.E. FINISHED END FIN. FINISH FIXT. FIXTURE FLR, FLOOR F.R.P. FIBERGLASS REIN- FORCED PLASTIC FT. FEET/FOOT FTG. FOOTING GA. GAGEIGUAGE GAL GALLON GALV, GALVANIZED G.C. GENERAL CONTRACTOR GD. GRADE GL. GLASS GYP. GYPSUM H. HIGH H.C. HANDICAP ACCESSIBLE H.C. HOLLOW CORE H.D. HIGH DENSITY HDR. HEADER HDW. HARDWARE HDWD. HARDWOOD H.M. HOLLOW METAL H.O. HIGH OUTPUT HORIZ. HORIZONTAL H.P. HIGH POINT H.R.C. HEATING & REFRIGERATION CONTRACTOR(S) HT. HEIGHT H.V.A.C, HEATING, VENTILATION, AIR CONDITIONING HZ. HERTZ I.G. ISOLATED GROUND P.V.C. IN. INCHES INCL. INCLUDED INFO. INFORMATION INSTL. INSTALLATION/ INSTALLED INSTL. INSULATION INT, INTERIOR J•BOX JUNCTION BOX JST. JOIST JT. JOINT K.S.I. KIPS PER SQ, IN. LAM. LAMINATE LAV, LAVATORY LBF. POUNDS FORCE LBS. POUNDS L.F. LINEAL FOOT L.P. LOW POINT LL. LANDLORD MA. MILLIAMPERE MATL. MATERIAL MAX. MAXIMUM MECH. MECHANICAL MFG./ MANUF. MANUFACTURER MIN, MINIMUM MISC. MISCELLANEOUS MM. MILLIMETER M.O. MASONRY OPENING M.R. MOISTURE RESISTANT MSRY. MASONRY MTD. MOUNTED MTL. METAL (N) NEW NIA NOT APPLICABLE N.I.C. NOT IN CONTRACT NOM. NOMINAL NO.INUM. NUMBER N.T.S. NOT TO SCALE OA. OVER ALL O.C. ON CENTER O.D. OUTSIDE DIAMETER O.H. OPPOSITE HAND OPNG. OPENING OPT. OPTIONAL OPP. OPPOSITE P.C. PERSONAL COMPUTER P.C.C. PRE -CAST CONCRETE PKG. PARKING PL. PLATE P.L. PLASTIC LAMINATE PLMB. PLUMBING PLYWD. PLYWOOD PNL, PANEL P.O.S. POINT OF SALE PR. PAIR PREP. PREPARATION/ PREPARED P.S.F. POUNDS PER SQUARE FOOT P.S.I. POUNDS PER SQUARE INCH PT. PART/POINT PVMT. QTY. R.A. RJRAD. R.D. RECPT. REINF. REQD. RM. R.O. R.R. RT.U. SAN. S.C. SCHD. SECT. SERV. SEV. SF. SHT, SIM. S.J. SM. SPECS. SPRINK. SQ. SQ. FT. S.S., SIS STD. SM. STN. STRUCT. SUPPL. SUSP. T/ TB. T &B T &G TEMP. T.G.C. THRU TYP. U.L. UV. V. V.B. V. V.C. V.C.T. V.P. VERT. W wl -wlo W.B. W.C. WD WDW. W.H. WK. WP. WT. W.W.F. POLY VINYL CHLORIDE PAVEMENT QUANTITY RETURN AIR RADIUS ROOF DRAIN RECEPTACLE REINFORCING REQUIRED ROOM ROUGH OPENING RESTROOM ROOF TOP UNIT SANITARY SOLID CORE SCHEDULE SECTION SERVICE SEVER STOREFRONT SHEET SIMILAR SAWCUT JOINT SMALL SPECIFICATIONS SPRINKLERS SQUARE SQUARE FEET STAINLESS STEEL STANDARD STEEL STATION STRUCTURAL SUPPLIED SUSPENDED TOP OF THROUGHBOLT TOP & BOTTOM TONGUE & GROOVE TEMPERED TENANT GENERAL CONTRACTOR THROUGH TYPICAL UNDERWRITERS LABORATORIES ULTRAVIOLET VOLTNOLTAGE VAPOR BARRIER VOLUME CONTROL VINYL COMPOSITE TILE VENT PIPE VERTICAL WIDE WITH/WITHOUT WALL BASE WATER CLOSET WOOD WINDOW WATER HEATER WORK WATER PROOF WEIGHT WELDED WIRE FABRIC j LU L.L 0 UZ �O Q Z < 0 Z ABBREVIATIONS 1 G1.1 SYMBOL LIST 2 G1.1 Revisions A ISSUE FOR JJ REVIEW 06/30/11 ISSUE FOR PERMIT /LL REIVEW 07/15/11 1 REVIEWED FOR `ODAPE MPLIANCE COPROVED `® AUG 9 2 2011 • NOTES TO CONTRACTORS REGARDING MOLD AND MILDEW: 1. THE FOLLOWING REQUIREMENTS SHALL APPLY TO ALL NEW AND REMODEL CONSTRUCTION PROJECTS. 2. IN THE EVENT THE CONTRACTOR DISCOVERS, AT ANY TIME DURING DEMOLITION, CONSTRUCTION, AND /OR REMODELING OPERATIONS, EXISTING CONDITIONS THAT COULD INCLUDE THE PRESENCE OF MOLD AND /OR MILDEW, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE AND THE ARCHITECT /ENGINEER OF RECORD, IN WRITING, OF THE CONCERNS AND /OR SUSPICIONS. 3. CONCURRENTLY, THE CONTRACTOR SHALL BE RESPONSIBLE TO RETAIN A MOLD AND MILDEW CERTIFIED TESTING AGENCY TO PERFORM AN INVESTIGATION AND TESTING AS REQUIRED TO EVALUATE THE NATURE AND EXTENT OF THE PROBLEM. IF THE TESTING AGENCY CONFIRMS HAZARDS, THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN A MINIMUM OF TWO (2) BIDS FROM COMPANIES QUALIFIED AND LICENSED TO PERFORM ALL NECESSARY REMEDIATION WORK, COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS, CODES, AND STATUTES. 4. ONCE DISCOVERY OR SUSPICION OF MOLD AND /OR MILDEW IS MADE, THE CONTRACTOR SHALL TAKE ALL REASONABLE AND PRACTICAL PRECAUTIONS TO PROTECT ALL CONSTRUCTION PERSONNEL AND THE PUBLIC FROM EXPOSURE TO MOLD AND /OR MILDEW, AND SUCH PRECAUTIONS SHALL REMAIN IN PLACE UNTIL SUCH TIME AS THE OWNER OR HEALTH AUTHORITY DIRECTS OTHERWISE. CONSTRUCTION OPERATIONS SHALL NOT BE STOPPED OR CURTAILED, EXCEPT IN THE AREA OF MOLD /MILDEW CONCERN, DUE TO THESE REQUIRED PRECAUTIONS. 5. THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID CONDITIONS FAVORABLE TO THE DEVELOPMENT OF MOLD AND MILDEW, ESPECIALLY IN VOIDS WHICH WILL BE CONCEALED AND NOT VENTILATED. IN ALL CASES, INTERIOR SPACES AND INTERIOR FINISHED CONSTRUCTION SHALL BE MAINTAINED IN DRY AND WELL - VENTILATED CONDITIONS. 6. THE CONTRACTOR SHALL COMPLY WITH FEDERAL ENVIRONMENTAL AND OSHA REGULATIONS AND ALL LOCAL AND STATE HEALTH DEPARTMENT REQUIREMENTS AND RECOMMENDATIONS REGARDING MOLD AND MILDEW. 7. ALL PENETRATIONS SHALL BE SEALED WATER -TIGHT TO PREVENT MOISTURE MIGRATION FROM ENTERING THE BUILDING OR WALL CAVITIES. 8. ALL CONDENSATE DRAIN PANS SHALL BE CLEANED AND KEPT FREE FROM DEBRIS UNTIL AND WHEN THE FACILITY IS TURNED OVER TO THE OWNER OR TENANT. ENSURE POSITIVE DRAINAGE AT ALL DRAIN PANS. ENSURE THAT ALL "COLD" SURFACES ARE INSULATED AND COVERED WITH A FULLY SEALED AND CONTINUOUS VAPOR BARRIER. ( "COLD" SURFACES INCLUDE, BUT ARE NOT LIMITED TO, DOMESTIC COLD WATER PIPING, CHILLED WATER PIPING, INTERIOR RAIN LEADERS, OUTDOOR AIR INTAKES, AND DUCTWORK CARRYING AIR CONDITIONED SUPPLY AIR.) 9. ENSURE THAT THERE ARE NO WATER LEAKS IN CONCEALED PLUMBING CHASES. RETURN AIR PATHS AND PLENUMS SHALL BE KEPT DRY. ALL EXISTING SUPPLY AIR PATHS AND ALL EXISTING DUCTWORK TO BE RE -USED SHALL BE CLEANED AND TREATED AS REQUIRED TO REMOVE THE POTENTIAL FOR MOLD AND MILDEW. ALL DAMP AREAS SHALL BE DRIED THOROUGHLY PRIOR TO ENCLOSURE. k City of Tukwila REGISTERED ARCHITECT . H PMAN OFWASHINGTON RECEIVE/) CITY OF TUICWILA JUL 19 2011 PERMIT CENTER ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA, WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By DR Scale AS NOTED Checked By DR Date 06/30/2011 Job 11 -2100 MOLD & MILDEW NOTES 3 G1.1 Sheet No. G1.1 ELEVATION TAG A ACCESSORIES TAG TOP = ELEVATION NUMBER BOTTOM = SHEET NUMBER LETTER DENOTES PLUMBING FIXTURES & TOILET ROOM ACCESSORIES. SEE A5.0 0 DETAIL TAG O EQUIPMENT TAG TOP = DETAIL NUMBER BOTTOM = SHEET NUMBER yr SEE A4.0 S SECTION TAG ELEVATION BENCHMARK TOP = SECTION NUMBER BOTTOM = SHEET NUMBER ® REVISION TAG NUMBER DENOTES NUMBER OF REVISIONS ROOM NUMBER TAG ROOM • xxx ONUMBER DOOR TAG INTERIOR WALL FINISH TEMPLATES DENOTES DOOR REFERENCE TO DOOR SCHEDULE. SEE A1.0 SEE A6.1 P LETTER DENOTES WINDOW REFERENCE TO WINDOW SCHEDULE. FINISH /FURNITURE TAGS C-1 NUMBER DENOTES INTERIOR FINISH MATERIAL. REFER TO FINISH SCHEDULE ON SHEET A3.0 F_1 ® TRUE NORTH /PLAN TRUE NORTH (C_1) SHOWS DIRECTION OF MAGNETIC NORTH PLAN NORTH AS REFERENCED TO IN ALL DWGS. CONTAINED IN THIS SET SYMBOL LIST 2 G1.1 Revisions A ISSUE FOR JJ REVIEW 06/30/11 ISSUE FOR PERMIT /LL REIVEW 07/15/11 1 REVIEWED FOR `ODAPE MPLIANCE COPROVED `® AUG 9 2 2011 • NOTES TO CONTRACTORS REGARDING MOLD AND MILDEW: 1. THE FOLLOWING REQUIREMENTS SHALL APPLY TO ALL NEW AND REMODEL CONSTRUCTION PROJECTS. 2. IN THE EVENT THE CONTRACTOR DISCOVERS, AT ANY TIME DURING DEMOLITION, CONSTRUCTION, AND /OR REMODELING OPERATIONS, EXISTING CONDITIONS THAT COULD INCLUDE THE PRESENCE OF MOLD AND /OR MILDEW, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE AND THE ARCHITECT /ENGINEER OF RECORD, IN WRITING, OF THE CONCERNS AND /OR SUSPICIONS. 3. CONCURRENTLY, THE CONTRACTOR SHALL BE RESPONSIBLE TO RETAIN A MOLD AND MILDEW CERTIFIED TESTING AGENCY TO PERFORM AN INVESTIGATION AND TESTING AS REQUIRED TO EVALUATE THE NATURE AND EXTENT OF THE PROBLEM. IF THE TESTING AGENCY CONFIRMS HAZARDS, THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN A MINIMUM OF TWO (2) BIDS FROM COMPANIES QUALIFIED AND LICENSED TO PERFORM ALL NECESSARY REMEDIATION WORK, COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL ENVIRONMENTAL REGULATIONS, CODES, AND STATUTES. 4. ONCE DISCOVERY OR SUSPICION OF MOLD AND /OR MILDEW IS MADE, THE CONTRACTOR SHALL TAKE ALL REASONABLE AND PRACTICAL PRECAUTIONS TO PROTECT ALL CONSTRUCTION PERSONNEL AND THE PUBLIC FROM EXPOSURE TO MOLD AND /OR MILDEW, AND SUCH PRECAUTIONS SHALL REMAIN IN PLACE UNTIL SUCH TIME AS THE OWNER OR HEALTH AUTHORITY DIRECTS OTHERWISE. CONSTRUCTION OPERATIONS SHALL NOT BE STOPPED OR CURTAILED, EXCEPT IN THE AREA OF MOLD /MILDEW CONCERN, DUE TO THESE REQUIRED PRECAUTIONS. 5. THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID CONDITIONS FAVORABLE TO THE DEVELOPMENT OF MOLD AND MILDEW, ESPECIALLY IN VOIDS WHICH WILL BE CONCEALED AND NOT VENTILATED. IN ALL CASES, INTERIOR SPACES AND INTERIOR FINISHED CONSTRUCTION SHALL BE MAINTAINED IN DRY AND WELL - VENTILATED CONDITIONS. 6. THE CONTRACTOR SHALL COMPLY WITH FEDERAL ENVIRONMENTAL AND OSHA REGULATIONS AND ALL LOCAL AND STATE HEALTH DEPARTMENT REQUIREMENTS AND RECOMMENDATIONS REGARDING MOLD AND MILDEW. 7. ALL PENETRATIONS SHALL BE SEALED WATER -TIGHT TO PREVENT MOISTURE MIGRATION FROM ENTERING THE BUILDING OR WALL CAVITIES. 8. ALL CONDENSATE DRAIN PANS SHALL BE CLEANED AND KEPT FREE FROM DEBRIS UNTIL AND WHEN THE FACILITY IS TURNED OVER TO THE OWNER OR TENANT. ENSURE POSITIVE DRAINAGE AT ALL DRAIN PANS. ENSURE THAT ALL "COLD" SURFACES ARE INSULATED AND COVERED WITH A FULLY SEALED AND CONTINUOUS VAPOR BARRIER. ( "COLD" SURFACES INCLUDE, BUT ARE NOT LIMITED TO, DOMESTIC COLD WATER PIPING, CHILLED WATER PIPING, INTERIOR RAIN LEADERS, OUTDOOR AIR INTAKES, AND DUCTWORK CARRYING AIR CONDITIONED SUPPLY AIR.) 9. ENSURE THAT THERE ARE NO WATER LEAKS IN CONCEALED PLUMBING CHASES. RETURN AIR PATHS AND PLENUMS SHALL BE KEPT DRY. ALL EXISTING SUPPLY AIR PATHS AND ALL EXISTING DUCTWORK TO BE RE -USED SHALL BE CLEANED AND TREATED AS REQUIRED TO REMOVE THE POTENTIAL FOR MOLD AND MILDEW. ALL DAMP AREAS SHALL BE DRIED THOROUGHLY PRIOR TO ENCLOSURE. k City of Tukwila REGISTERED ARCHITECT . H PMAN OFWASHINGTON RECEIVE/) CITY OF TUICWILA JUL 19 2011 PERMIT CENTER ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA, WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By DR Scale AS NOTED Checked By DR Date 06/30/2011 Job 11 -2100 MOLD & MILDEW NOTES 3 G1.1 Sheet No. G1.1 GENERAL NOTES - 11 EXISTING ELECTRICAL PANEL r I I TO BE REMOVED. / / 11 I / I I itit 't' ta hi?:2. ilig C .y. W 0 14 W A 1111111 MI ax H Pa Nil A W C4 IS $ C �� 1. FIELD VERIFY BASE BUILDING DIMENSIONS & REPORT ANY DISCREPANCIES TO ARCHITECT PRIOR TO BEGINNING INTERIOR DEMOLITION /CONSTRUCTION. PROVIDE TEMPORARY BRACING & SHORING WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR IMPOSED LOADS & TO PROTECT ALL PERSONS & PROPERTY, & TO ENSURE PROPER ALIGNMENT. COMPLY WITH ALL STATE, OSHA & LOCAL CODES. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR PROVIDING ADEQUATE BRACING OF WALLS DURING DEMOLITION & ERECTION TO PREVENT DAMAGE DUE TO HIGH WINDS OR OTHER LATERAL LOADS & CONSTRUCTION IMPACTS. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR DAMAGE DUE TO HIS FAILURE TO TAKE SUCH PRECAUTIONS. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO DEMOLITION & NOTIFY ARCHITECT IN CASE OF DISCREPANCIES PRIOR TO PROCEEDING. DEMOLITION IS TO BE EXECUTED SO AS NOT TO DISTURB ADJACENT TENANTS /EXISTING BUILDING OPERATIONS & EXISTING STRUCTURAL & ROOFING SYSTEMS (EXCEPT WHERE NOTED). VERIFY THAT ALL CONSTRUCTION THAT IS TO BE REMOVED IS NOT INTEGRAL TO STRUCTURAL SYSTEM PRIOR TO DEMOLITION. 4. DEMOLITION RESPONSIBILITIES ARE NOT NECESSARILY LIMITED TO THOSE LISTED HERE. WORK INCLUDES REMOVAL & LEGAL DISPOSAL OF EXISTING CONSTRUCTION ITEMS THAT ARE NOT UTILIZED IN THE FINISHED PROJECT. REMOVE ALL ITEMS SPECIFICALLY INDICATED IN THE DRAWINGS & ITEMS WHICH ARE NECESSARY TO BE REMOVED IN ORDER TO FACILITATE THE FINISHED PROJECT. 5. CONTRACTOR SHALL COORDINATE & REVIEW ALL CONSTRUCTION DOCUMENTS TO DETERMINE THE EXTENT OF DEMOLITION WORK & THOROUGHLY FAMILIARIZE HIMSELF WITH THEM PRIOR TO PERFORMING ANY DEMOLITION WORK. 6. SURVEY THE CONDITION OF THE BUILDING TO DETERMINE WHETHER REMOVING ANY ELEMENT MIGHT RESULT IN STRUCTURAL DEFICIENCY OR UNPLANNED COLLAPSE OF ANY PORTION OF THE STRUCTURE OR ADJACENT STRUCTURES DURING SELECTIVE DEMOLITION. 7. MAINTAIN EXISTING UTILITIES WHERE APPLICABLE TO REMAIN IN SERVICE & PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. 8. CONDUCT DEMOLITION OPERATIONS & REMOVE DEBRIS TO ENSURE MINIMAL INTERFERENCE WITH WALKS & OTHER ADJACENT OCCUPIED & USED FACILITIES. REMOVE & TRANSPLANT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES & AREAS. PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON SITE. LEGALLY DISPOSE ALL DEMOLISHED MATERIALS. 9. PROTECT WALLS, ROOF & ALL EXISTING FINISH WORK THAT ARE TO REMAIN & ARE EXPOSED DURING DEMOLITION OPERATIONS. MECHANICAL DEMOLITION GENERAL NOTES 1 . _ ) I l__J I I uJ EXISTING DOOR TO BE REMOVED. PREPARE OPENING F TO RECEIVE NEW DOOR. \ ADJACENT TENANT N.I.C. \ r _ el L_ EXISTING WALL PARTITION AND DOOR TO BE REMOVED. - - - - - - - EXISTING PLUMBING FIXTURES TO BE REMOVED. CAP WASTE LINES, AND PREPARE FOR NEW FLOOR FINISH. CL w CO W co H c 7` Z 0-0 I0 O M <C.' > 0 J la Ni- C.0 Y IG. 00 D N- H v, W UJ 0 Z ,max W Q -i Q_ Z 0 E- J 0 2 J 0 1. ALL EXISTING ABANDONED PIPING SYSTEMS, DUCTWORK SYSTEMS & ALL EXISTING SYSTEMS THAT SERVED REMOVED EQUIPMENT OR FIXTURES SHALL BE REMOVED COMPLETELY BACK TO MAINS OR OTHER ACTIVE BRANCHES WHICH ARE TO REMAIN. 2. ALL CUTTING, REPAIRING, FITTING & REFINISHING OF IN -PLACE CONSTRUCTION REQUIRED FOR DEMOLITION OF THE MECHANICAL WORK SHALL BE DONE AT THE EXPENSE OF THE MECHANICAL CONTRACTOR UNLESS NOTED OTHERWISE. WORK SHALL BE PERFORMED BY CRAFTSMAN SKILLED IN THEIR RESPECTIVE TRADES. 3. ALL SALVAGE SHALL REMAIN THE PROPERTY OF THE OWNER; HOWEVER, THE CONTRACTOR SHALL DISPOSE OF ALL SALVAGE THE OWNER ELECTS NOT TO KEEP. 4. OPENINGS IN FLOORS, WALLS, CEILINGS, ROOF, ETC. AS A RESULT OF REMOVED PIPING, DUCTWORK, EQUIPMENT, FIXTURE, ETC. SHALL BE PATCHED TO MATCH EXISTING BUILDING CONSTRUCTION. WORK SHALL BE PERFORMED BY CRAFTSMAN SKILLED IN THEIR RESPECTIVE TRADES. 5. THE INTENT OF THE DEMOLITION IS TO REMOVE THE ITEMS IN THEIR ENTIRETY TO INCLUDE ALL ASSOCIATED SUPPORT BASED, ANCHORAGE, HANGERS, CONTROLS, PIPING, ETC. AND CAP EXISTING SYSTEMS TO REMAIN AT MAINS OR OTHER ACTIVE BRANCH LINES. PLUMBING DEMOLITION GENERAL NOTES EXISTING WALL PARTITION AND DOOR TO BE REMOVED. ADJACENT TENANT N.I.C. I I / I I - t - ALL EXISTING MECHANICAL DUCTWORK, ACOUSTICAL CEILING & LIGHTING THROUGHOUT SPACE TO BE REMOVED. 1. ALL CUTTING, REPAIRING, FITTING & REFINISHING OF IN -PLACE CONSTRUCTION REQUIRED FOR DEMOLITION OF THE PLUMBING WORK SHALL BE DONE AT THE EXPENSE OF THE PLUMBING CONTRACTOR UNLESS NOTED OTHERWISE. WORK SHALL BE PERFORMED BY CRAFTSMEN SKILLED IN THEIR RESPECTIVE TRADES. 2. THE PLUMBING CONTRACTOR SHALL DO ALL EXCAVATING & BACK FILLING AS REQUIRED FOR DEMOLITION OF HIS WORK. EXCESS EARTH FROM THE EXCAVATIONS SHALL BE REMOVED FROM THE SITE. 3. THE PLUMBING CONTRACTOR SHALL SAW CUT & REMOVE CONCRETE FLOORS OR PAVING FOR DEMOLITION WORK & PATCH TO MATCH, FLUSH WITH THE EXISTING. SEE FINISH PLAN TO DETERMINE IF NEW FINISHES ARE SPECIFIED. IF NONE, THEN REPLACE FINISHES TO MATCH EXISTING. 4. FIELD VERIFY EXISTING VENTS TO DETERMINE IF THEY SERVE AN ACTIVE DRAINAGE SYSTEM. EXISTING VENTS THAT ARE NOT REQUIRED SHALL BE CAPPED. 5. ALL SALVAGE SHALL REMAIN THE PROPERTY OF THE OWNER; HOWEVER, THE CONTRACTOR SHALL DISPOSE OF ANY OR ALL SALVAGE THE OWNER ELECTS NOT TO KEEP. ELECTRICAL DEMOLITION GENERAL NOTES 1. CONTRACTOR SHALL VISIT THE SITE & DOCUMENT EXISTING CIRCUITS SERVING LIGHTING FIXTURES, RECEPTACLES, PLUG -IN STRIPS, MOTORS & SPECIAL POWER EQUIPMENT WITHIN LIMITS OF DEMOLITION PRIOR TO SUBMITTING A PROPOSAL. 2. CAREFULLY REVIEW THE DRAWINGS FOR ADDITIONAL ITEMS TO BE REMOVED AND /OR RELOCATED. INCLUDE ALL COSTS IN BASE BID FOR REMOVAL OF DISCONNECTING, OR RELOCATION OF EQUIPMENT AFFECTED BY DEMOLITION. 3. EXISTING ELECTRICAL EQUIPMENT NOT SHOWN ON THIS DRAWING; HOWEVER, REQUIRED TO BE REMOVED AND /OR RELOCATED BY DEMOLITION SHALL BE INCLUDED IN THE SCOPE OF THE WORK. 4. COORDINATE THE LOCATION FOR STORING SALVAGEABLE EQUIPMENT WITH THE OWNER PRIOR TO BIDDING. 5. PROVIDE TEMPORARY LIGHTING /POWER DURING & AFTER DEMOLITION FOR ALL AREAS WITHIN LIMITS OF THIS CONTRACT. SUCH SERVICE SHALL BE TAKEN FROM EXISTING PANEL BOARDS & EXISTING EQUIPMENT MAY BE UTILIZED WHERE FEASIBLE. UPON COMPLETION OF THE NEW INSTALLATION WORK, DISCONNECT, REMOVE & PROPERLY DISPOSE OF ALL TEMPORARY LIGHTING, POWER & WORK. 6. ELECTRICALLY DISCONNECT ALL ELECTRICAL EQUIPMENT BEING REMOVED BY DEMOLITION BACK AT PANELBOARD. AFTER TESTING TO DETERMINE "POWER -OFF" TO EQUIPMENT, REMOVE & DISPOSE OF EQUIPMENT UNLESS SPECIFICALLY NOTED OTHERWISE. 7. ALL CONDUIT & WIRE REMOVED SHALL BE REMOVED COMPLETELY BACK TO SOURCE, & WHERE REQUIRED BRACH OVER- CURRENT PROTECTION DEVICES PROPERLY LABELED "SPARE." 8. ALL VERTICAL FEEDERS & PANELBOARDS IN WALLS BEING REMOVED SHALL REMAIN UNTIL OWNER HAS DETERMINED METHOD OF RELOCATION OR REMOVAL. REMOVAL /RELOCATION COSTS SHALL BE INCLUDED IN BID PROPOSAL. 9. ALL CONDUIT & WIRE FOR EQUIPMENT LOCATED OUTSIDE AREA OF DEMOLITION SHALL REMAIN IN SERVICE. THE EXACT METHOD OF RE- ROUTING NEW CONDUIT & WIRE TO EQUIPMENT REMAINING SHALL BE COORDINATED WITH WORK OF OTHER TRADES PRIOR TO ANY INSTALLATION. 10. ALL EXISTING CONDUIT & WIRE INTERFERING WITH THE NEW WORK SHALL BE RE- ROUTED & CONCEALED IN THE NEW CONSTRUCTION U.N.O. 11. ALL NEW FEEDERS SHALL BE INSTALLED 8& CONNECTED BEFORE ANY EXISTING FEEDERS ARE DISCONNECTED & REMOVED U.N.O. 12. EXISTING LIGHT FIXTURES & SWITCHES LOCATED WITHIN THE LIMITS OF DEMOLITION & THEIR ASSOCIATED CONDUIT & WIRING SHALL BE ELECTRICALLY DISCONNECTED & REMOVED BY THE ELECTRICAL CONTRACTOR U.N.O. PROVIDE NEW CONDUIT & WIRE (TO MATCH EXISTING) TO MAINTAIN CONTINUITY OF SERVICE FOR LIGHTING, WHICH SHALL REMAIN BOTH INSIDE & OUTSIDE THE AREA OF DEMOLITION. 13. EXISTING RECEPTACLES LOCATED WITHIN THE LIMITS OF DEMOLITION & THEIR ASSOCIATED CONDUIT & WIRING SHALL BE ELECTRICALLY DISCONNECTED & REMOVED BY THE ELECTRICAL CONTRACTOR U.N.O. PROVIDE NEW CONDUIT & WIRE (TO MATCH EXISTING) TO MAINTAIN CONTINUITY OF SERVICE FOR EQUIPMENT WHICH SHALL REMAIN BOTH INSIDE & OUTSIDE THE AREA OF DEMOLITION. 14. EXISTING TELEPHONE & DATA OUTLETS LOCATED WITHIN THE LIMITS OF DEMOLITION & THEIR ASSOCIATED CONDUIT & WIRING SHALL BE ELECTRICALLY DISCONNECTED & REMOVED BY THE ELECTRICAL CONTRACTOR U.N.O. PROVIDE NEW CONDUIT & WIRE (TO MATCH EXISTING) TO MAINTAIN CONTINUITY OF SERVICE FOR EQUIPMENT WHICH SHALL REMAIN BOTH INSIDE & OUTSIDE THE AREA OF DEMOLITION. 15. EXISTING FIRE ALARM EQUIPMENT LOCATED WITHIN THE LIMITS OF DEMOLITION & THEIR ASSOCIATED CONDUIT & WIRING SHALL BE ELECTRICALLY DISCONNECTED & REMOVED BY THE ELECTRICAL CONTRACTOR U.N.O. PROVIDE NEW CONDUIT & WIRE (TO MATCH EXISTING) TO MAINTAIN CONTINUITY OF SERVICE FOR EQUIPMENT WHICH SHALL REMAIN BOTH INSIDE & OUTSIDE THE AREA OF DEMOLITION. 16. EXISTING SECURITY SYSTEM EQUIPMENT LOCATED WITHIN THE LIMITS OF DEMOLITION & THEIR ASSOCIATED CONDUIT & WIRING SHALL BE ELECTRICALLY DISCONNECTED & REMOVED BY THE ELECTRICAL CONTRACTOR U.N.O. PROVIDE NEW CONDUIT & WIRE (TO MATCH EXISTING) TO MAINTAIN CONTINUITY OF SERVICE FOR EQUIPMENT WHICH SHALL REMAIN BOTH INSIDE & OUTSIDE THE AREA OF DEMOLITION -. -° G...................,,,,,,,, .......,....,......,„....,... ....................... — ChipmanDesign _ :,.......: '''''' 314 Archrtecture ine- .„.„,.„.$,,t4.,.. Normwer throwny. bugre 4O :ThmetiV Park Rid g o, 1 iii n r2rs o 0066-14P., •,* sumo"' T es472?8,e., POO ALL EXISTING FLOOR FINISHES TO BE REMOVED. PREPARE EXISTING FLOOR AND WALLS TO RECEIVE NEW FINISHES THROUGHOUT ENTIRE SPACE Revisions A ISSUE FOR JJ REVIEW / 106/30/11 A ISSUE FOR PERMIT /LL REIVEW / \ 07/15/11 A A \ .. ROISTERED ARCHITECT A. CHIPMAN '`I O WASHINGTDN i-IG'I1 EXISTING STOREFRONT AND DOOR TO REMAIN. RECEIVED CITY OF TUK'MLA JUL 19 2011 PERMIT CENTER ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE - PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA. WA RBVIBVVBD FOR CODE COMPLIANCE APPROVED AUG 9 2 2011 City o r Tukwila ukwila BUILDING DIVISION n r n 111) RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By JA Checked By DR NORTH 1....., r2d) 111 Scale AS NOTED Date 06/30/2011 Job No. 11 -2100 GENERAL DEMOLITION NOTES_ 1 DEMOLITION PLAN A Sheet No. ID 1.0 D1.0 1/4"=V-0" D 1.0 0 DOOR SCHEDULE MARK TYPE FRAME HDWR MATERIAL SIZE DETAIL FINISH REMARKS WIDTH HEIGHT THICK HEAD JAMB SILL 100A 2 ALUM. B ALUM / GLASS 3' -6" 7 -0" V.I.F. 13/4 - - - ALUM. EXISTING DOOR & FRAME TO REMAIN, 10, 11, 12,13, 14 100B 3 1 H.M. 3' -0" V.I.F. 13/4 7A/A1.0 PT -3 1, 2, 3, 5, 8,10,13 H.M. D 7B/A1.0 " - 104A 1 H.M. A S.C. WOOD 3' -0" 7' -0" 1 3/4 6A/A1.0 6B/A1.0 - PT- 2/SF -4 1, 2, 3, 6 105A 1 H.M. A S.C. WOOD 3' -0" 7' -0" 13/4 6A/A1.0 6B/A1.0 - PT -2/SF-4 1, 2, 3, 6 REMARKS: 1. PROVIDE WOOD BLOCKING FOR DOOR STOPS. 2. CLOSER TO BE MOUNTED ON DOOR, NOT FRAME. CLOSER TYPE TO BE 90 DEGREE OPENING. 3. FRAME AND / OR DOOR TO BE PAINTED. 4. 1 HR DOOR AND FRAME (WHERE APPLICABLE) 5. PAINT DOOR & FRAME PT -3 (INTERIOR SIDE ONLY) 6. PAINT FRAME PT -2. STAIN DOOR SF-4 (ALL STAINED DOORS TO RECEIVE 3 COATS OF SATIN POLYURETHANE) 7. G.C. TO VERIFY CONDITION OF EXISTING HARDWARE. COORDINATE REPLACEMENT WITH OWNER. 8. EXTERIOR SIDE OF DOOR TO BE PAINTED TO MATCH EXISTING ADJACENT SURFACE. COORD. W/ LANDLORD. 9. APPLY 3,COATES OF STAIN POLYURETHANE TO STAINED INTERIOR DOORS. \•"'v \ ^V'ti 1�Y "Y ^Y\•""�'"Y'Y'^1 ""v'VY\•'1"Y�v '\•'V'��\„'1•"\"'Y'ti \ ^'Y""v"'\• -'v '1 ^VY\ 'YY' ' V' % V 'V \•"Y % ' %•'\ ^VY \ ^Vti ^'�"\•1 "'r "�•^"1"Y'�^1.' %Th \. 10. G.C. TO PROVIDE A READILY VISIBLE SIGN POSTED ON THE EGRESS SIDE OF THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED WHILE THE BUILDING IS-' OCCUPIED" IN 1" HIGH LETTERS. 11` 0DA TbtEttIVEttARF EMbOVIAiRD ARBAAND`FiNI iES UtiCES'BrALE'ADMATORE:•• "-" • ... ` . ti . .... �.. ' - 6 12 G.C. TO VERIFY ON SITE DOOR IS ACCESSIBLE BY THE DISABLED. 13. G.0 TO PROVIDE HANDICAPPED COMPLIANT THRESHOLD 14. PROVIDE JIMMY JOHN'S LOGO ON DOOR. 15. G.C. TO VERIFY EXISTING DOOR & FRAME ARE HOLLOW METAL. IF DOOR & FRAME ARE NOT HOLLOW METAL, OR IN GOOD CONDITION, THEY ARE TO BE REPLACED. (EX) = EXISTING NOTE: EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE W/O THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT DOOR SCHEDULE & REMARKS 1 A1.0 :.........._.... EXISTING WALL TO REMAIN. PATCH & REPAIR AS REQUIRED TO MAINTAIN ANY EXISTING FIRE RATING. REFER TO 1 /A3.0 FOR NEW SCHEDULED FINISHES. G.C. TO PROVIDE 5/8" GYP. BD. ON TENANT SIDE ONLY UP TO EXIST. ROOF DECK IF NOT EXISTING. (USE GREEN BOARD FOR ALL KITCHEN, FOOD PREP, RESTROOM AND MOP SINK AREAS. 3 5/8" 20 GA. METAL STUDS @ 16" O.C. W/ 5/8" GYP. BD. ON EACH SIDE. FULL HEIGHT WALL TO UNDERSIDE OF STRUCTURE ABOVE AS REQUIRED BY CODE. (USE GREEN BOARD FOR ALL KITCHEN, FOOD PREP, RESTROOM AND MOP SINK CLOSET AREAS) (PROVIDE SOUND INSULATION AT RESTROOMS.) INFILL OPENING TO MATCH EXISTING ADJACENT WALL CONSTRUCTION. 3 5/8" 20 GA. METAL STUDS @ 16" O.C. W/ 5/8" GYP. BD. ON EACH SIDE. SEE 4/A2.0. FURRED -OUT PARTITIONS. 3 5/8" 20 GA. METAL STUDS @ 16" O.C. W/ 5/8" GYP. BD. ON ONE SIDE ONLY. WALL TO BE FULL HEIGHT TO UNDERSIDE OF STRUCTURE IF IN PUBLIC VIEW. WALL TO BE BRACED TO THE STRUCTURE ABOVE AS REQUIRED BY CODE & EXTEND 6" ABOVE CEILING. (USE GREEN BOARD FOR ALL KITCHEN, FOOD PREP, RESTROOM AND MOP SINK CLOSET AREAS) HALF WALL & COUNTER MILLWORK BY MIDWEST CABINET COMPANY, INC. SEE DETAILS ON SHEET A8.0 PROVIDE SOLID BACKING AT ALL WALL MOUNTED FIXUTRE SINKS, WALL SHELVING, DESKS, ETC. SEE PLAN FOR LOCATIONS. NOTES: 1. ALL WALLS TO HAVE GYP. BD. TERMINATE 6" ABOVE FINISHED CEILING OR AS REQUIRED PER UL UNLESS OTHERWISE NOTED IN SCHEDULE OR ON PLAN. 2. PROVIDE MIN 2' -0" HIGH CEMENT BOARD @ FLOOR BEHIND ALL FRP & STAINLESS STEEL PANELS. 3. PROVIDE MOISTURE RESISTANT GYP. BD. FACING KITCHEN & FOOD PREP WORK AREAS & TOILET ROOMS. 4. PROVIDE MOISTURE & MOLD RESISTANT GYPSUM BOARD FACING MECHANICAUSPRINKLER ROOMS. 5. PROVIDE BATT INSULATION ALONG ALL EXTERIOR WALLS WHERE EXPOSED TO STUD. TYP. 6. CONTRACTOR TO SUBMIT SAMPLES, CUT SHEETS /SHOP DRAWINGS PRIOR TO ORDERING ANY NEW MATERIALS FOR APPROVAL. 7. CONTRACTOR TO COORDINATE THE SCHEDULE (DATE OF PROJECT INITIATION AND DATE OF PROJECT TERMINATION) OF PROPOSED WORK WITH THE OWNERS REP. PRIOR TO ANY WORK BEING STARTED ON THE PREMISES. 8. PATCH, LEVEL AND PREPARE ALL EXISTING SURFACES TO RECEIVE NEW FINISHES. 9. CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS WHICH ARE OBVIOUS AND NECESSARY TO INSURE GOOD WORKMANSHIP AND INSTALLATION EVEN IF NOT SPECIFICALLY MENTIONED ON THE DRAWINGS, INCLUDING BUT NOT LIMITED TO BLOCKING AND BRACING. ALL DOORS AND HARDWARE SHALL BE IN COMPLIANCE WITH APPLICABLE ACCESSIBILITY CODES AND ORDINANCES. 10. ALL WORK TO BE DONE IN COMPLIANCE WITH THE LATEST LOCAL AND STATE BUILDING CODES AND ORDINANCES. 11. ON COMPLETION OF THE PROJECT, CONTRACTOR SHALL CLEAN ALL SURFACES AND LEAVE THE WORK IN A CLEAN CONDITION. THE CONTRACTOR AT ALL TIMES SHALL KEEP PREMISES FREE FROM WASTE MATERIALS AND RUBBISH CAUSED BY THE WORK. 12. PATCH EXISTING WALLS TD RECEIVE NEW CONSTRUCTION AND /OR FINISHES. PROVIDE CONCEALED BLOCKING WHERE REQUIRED. 13. INSTALL BLOCKING AS REQUIRED IN ALL PARTITIONS & FIXTURES TYP. 14. CONTRACTOR TO PROVIDE DUST PROOF, BARRIERS, AS APPROPRIATE TO ISOLATE CONSTRUCTION AREAS DURING THE VARIOUS PHASES OF THE CONSTRUCTION. TEMPORARY PARTITIONS/BARRIERS ARE TO BE CONSTRUCTED FULL HT. TO CEILING /STRUCTURE ABOVE, VISQUEEN FROM FLOOR TO CEILING BARRIERS ARE TO MAINTAIN EXITING, SECURITY, MECHANICAL, FIRE -LIFE SAFETY REQUIREMENTS FOR BUILDING OCCUPANTS. NOTE: -ALL WALLS ALONG THE PERIMETER OF THE SPACE TO HAVE GYP. BD. EXTENDING FULL HEIGHT. G.C. TO VERIFY & EXTEND AS REQUIRED. -SEE 5 /A1.0 FOR PARTITION DETAILS WALL LEGEND AND NOTES 2 A1.0 HANDICAP TOILET RM SIGNAGE c. VERIFY PER CODE L VERIFY PER CODE 12" SEE DETAIL 5 /A8 FOR DOOR TYPE "1" SIGNAGE NOTES JIMMY JOHN'S STENCIL ) ) DOOR TYPE "2" DOOR TYPE "3" DOOR FINISH NOTES: 1. ALL INTERIOR DOORS TO BE SOLID CORE. WOOD DOORS TO BE BIRCH VENEER (ALT. - OAK VENEER) 2. ALL HARDWARE SHALL BE BRUSHED ALUMINUM / SATIN CHROMIUM (US26D) FINISH. 3. "T" INDICATES TEMPERED GLASS. 4. ALL HOLLOW METAL FRAMES TO BE 2" WELDED FRAMES GENERAL DOOR NOTES: 1. EGRESS & EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY. KEYLESS IN THE DIRECTION OF TRAVEL. 2. ALL DOOR OPERATING HARDWARE SHALL BE MOUNTED AT 38" AFF. 3. ENTRY/EXIT DOORS TO HAVE SIGN "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" POSTED. 4. DOOR HARDWARE SHALL BE OPERABLE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT FROM THE SIDE OF EGRESS. 5. HANDLES, PULLS, LATCHES & OTHER OPERATING DEVICES ON ACCESSABLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP W/ ONE HAND AND DOESN'T REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF THE WRIST TO OPERATE. 6. ALL DOORS LEADING TO HAZARDOUS ROOMS OR SPACES TO HAVE KNURLED HARDWARE. 7. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 81/2 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARD WHEN FIRE DOORS ARE REQUIRED. THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MAXIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. 8. ALL EXTERIOR (USUALLY EXISTING BACK DOORS) DOORS AND FRAMES AND ALL DOORS AND FRAMES COMPLETELY IN THE PREP ARE OUT OF CUSTOMER VIEW TO BE PAINTED WITH THE FOLLOWING COLOR: PT -3 BENJAMIN MOORE WHITE DOVE (EGGSHELL). 9. ALL DOOR HARDWARE SHOULD BE BRUSHED ALUMINUM/SATIN CHROMIUM (US 26D FINISH) - SPEC MANUFACTURER AND MODEL #. 10. SHOW JIMMY JOHN'S LOGO VINYL STENCIL AT 5' -0" AFF TO THE CENTER ON THE STOREFRONT DOOR. GROUP "A" (1 1/2) PAIR HAGER HINGES BB1279, 41/2 x 41/2 (US26D FIN.) (1) SCHILAGE D4OS SPARTA LEVER HANDLED PRIVACY LOCK (US26D) (1) LCN SUPER SMOOTHEE DOOR CLOSER SERIES #4041 (HINGE SIDE MOUNT) (US26D FIN.) (1) IVES DOOR STOP #60 (CAST ALUM. FIN.) (2) 6 "x34 " - 030 BALLWIN KICK PLATES (BOTH SIDES) GROUP "B" . (1) LOCKSET- DOUBLE CYLINDER KEYED DEAD BOLT (,,.SECURITY LOCK BY U- CHANGE INDUSTRIES DOOR j (1) CLOSER - AUTOMATIC CORBIN- RUSSWIN DC2200 SERIES x 693 HINGES- TOP, BOTTOM & STANDARD INTERMEDIATE OFFSET PIVOTS (1) PULL- STYLE G2 (MATCH EXISTING FINISH) FOR KAWNEER DOORS OR SIMILAR ALL HARDWARE TO HAVE A US 26D FINISH GROUP "C" (1 1/2) PAIR HAGER HINGES BB1279, 41/2 x 41/2 (US26D FIN.) (1) SCHILAGE D4OS SPARTA LEVER HANDLED PRIVACY LOCK (US26D) (1) LCN SUPER SMOOTHEE DOOR CLOSER SERIES #40411 HOLD OPEN (HINGE SIDE MOUNT) (US26D FIN.) (1) IVES DOOR STOP #60 (CAST ALUM. FIN.) GROUP "D" (1 1/2) PAIR HAGER HINGES BB1279, 5x5 NRP (US26D FIN.) (1) LCN SUPER SMOOTHEE DOOR CLOSER SERIES #40411 HOLD OPEN (HINGE SIDE MOUNT) (US26D FIN.) (1) IVES DOOR STOP 460 (CAST ALUM. FIN.) IVES DOOR STOP #60 (CAST ALUM. FIN.) EXIT DEVICE - PRECISION 1103/39LA (US26D FINISH) 1. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. IMMEDIATELY NOTIFY JIMMY JOHNS & ARCHITECT IN WRITING OF ANY DISCREPANCIES. 2. ALL DIMENSIONS ARE TO FACE OF FINISHED WALL UNLESS NOTED OTHERWISE (NOT TO FRAMING). 3. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS ON THE CONSTRUCTION DOCUMENTS. DO NOT SCALE. 4. REFER TO SCHEDULE ON THIS SHEET FOR LEGEND, DOOR AND WINDOW SCHEDULES AND TYPES. 5. ALL EXTERIOR GLAZING IS EXISTING UNLESS NOTED OTHERWISE. 6. REFER TO SHEET A4.0 FOR EQUIPMENT & SCHEDULES. 7. IF REQUIRED BY LANDLORD, FIRE OFFICIALS OR OTHER AUTHORITIES IN JURISDICTION, TENANT ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE FIRE /SMOKE DETECTION AND ALARM SIGNALING SYSTEM, DESIGNED AND INSTALLED IN TOTAL CONFORMANCE WITH APPLICABLE CODES. THE SYSTEM SHALL INCLUDE, BUT NOT NECESSARILY BE LIMITED TO, THE FOLLOWING; A. AREA SMOKE DETECTORS B. DUCT DETECTOR(S) IN HVAC UNIT(S) C. AUDIBLE AND VISUAL ANNUNCIATORS. D. MANUAL PULL STATIONS AT ALL EXITS. E. ZONE ADAPTER MODULE (ZAM) WHERE APPLICABLE. 8. WHERE BUILDING /SHOPPING CENTER IS EQUIPPED WITH A CENTRAL FIRE ALARM SYSTEM, TENANTS ALARM SYSTEM SHALL BE OF SAME MANUFACTURER AND TYPE, AND SHALL BE PROVIDED WITH ALL REQUIRED INTERFACE DEVICES, WIRING AS REQUIRED. 9. PROVIDE SOLID BACKING AT ALL WALL MOUNTED FIXTURES. SINKS, WALL SHELVING, DESKS ETC. 10. FUR OUT EXISTING DEMISING WALLS IF REQUIRED FOR NEW PLUMBING. 11. THE MODULAR MILLWORK COMPONENTS ARE CONSTRUCTED OFF SITE BY AN APPROVED VENDOR AND ARE INSTALLED BY THE G.C. 12. DRYWALL, WALL, AND FINISHES TO EXTEND TO DECK ALONG PERIMETER/ DEMISING WALLS. DOOR TYPES, HARDWARE & NOTES 3 GENERAL & KEY NOTES 4 A1.0 A1.0 8' -0" MAX. 20 GA. 20 HDS 358 @ 4' -0" O.C. W/ (2) #6 SCREWS TO TOP TRACK & (2) #6 SCREWS TO FRAME ABOVE. FOR WALLS NON FULL HEIGHT. PER PLAN A.F.F. tIO SUSPENDED ACOUSTIC TILE CEILING 3 -5/8" ANGLES METAL STUDS @ 16" O.C. (ICBO 1715 -P) TYP. OR AS NOTED 5/8" GYP. BD. 1 LAYER EACH SIDE TYPE X BASE AS SCHEDULED POWER DRIVEN FASTENER WALL TYPE NOTES: 1.) THE BOTTOM PLATE OF ALL INTERIOR PARTITIONS SHALL BE ATTACHED @ FLOOR W /.177 SHANK DIA. x 1 -7/16" PENETRATION @ 32" O.C. POWER DRIVEN FASTENER HILTI OR EQ. (ICBO 2388) TYP. 2.) INTERIOR PARTITION SIZING: PER "UNIMAST" ICBO #ER4943P OR EQUAL NON- BEARING WALL SIZES IN VARIOUS HEIGHTS UP TO 16'-0" 24 HDS 358 @ 16" O.C. UP TO 18' -6" 20 HDS 358 @ 16" O.C. UP TO 21-3" 20 HDS 358 @ 16" O.C. UP TO 23' -6" 20 HDS 358 @ 12" O.C. 3.) DRYWALL SCREWS TO BE "GRABBER" ICBO# ER5280 OR EQUAL. 4.) WALL BRACES SHALL NOT BE CONNECTED TO ANY BOTTOM CHORD OF ROOF TRUSS. EXISTING WALL COORD W/ JAMB HEAD A 1/2" N EXISTING WALL DOUBLE MTL STUDS MET STUD BOXED HEADER, (2) 6" STUDS, w/ (2) RUNNERS (COORD w/ PARTITION TYPE) 1/2" N PARTITION THK +1" JAMB B HM DOOR FRAME w/ 3JAMBANCHORS PER SIDE 1 15/16" DOOR SIDE EXISTING CMU WALL 1/2" COORD W/ JAMB HEAD A kr HM DOOR FRAME EXISTING CMU WALL MASONRY ANCHOR 1/2" CV CMU WALL THK +1" JAMB B HM DOOR FRAME GROUT SOLID 1 15/16" DOOR SIDE PARTITION DETAILS 5 A1.0 STUD WALL HEAD & JAMB DET 1/4 " =1' -0" 6 A1.0 CMU WALL HEAD & JAMB DET 7 VERIFY: LAY OUT ALL PARTITIONS PRIOR TO FRAMING & NOTIFY ARCHITECT IMMEDIATELY IF AS -BUILT DIMENSIONS ARE NOT AS SHOWN. NOTES: PROVIDE CIRCUITS FOR STOREFRONT SIGNS AND /OR AWNING AND WINDOW SIGNS. COORDINATE WITH SIGN SHOP DRAWINGS. THE STREET ADDRESS SHALL BE DISPLAYED ON THE FRONT ENTRY DOOR. SHEET SP -1 NOTES FROM JIMMY JOHN'S CORPORATE TO BE REFERENCED BEFORE PROCEEDING WITH ANY WORK. ALL EXTERIOR GLAZING IS EXISTING TO REMAIN. KEY NOTE 1: ADD HEADER ABOVE EVERY STOREFRONT IF BOXES AND CONDUIT CAN NOT BE RECESSED IN THE EXISTING WALL. ALL JUNCTION BOXES AND CONDUITS MUST BE WITHIN WALL SO A FLUSH AND SMOOTH DRYWALL FINISH CAN BE ACHEIVED. IF HEADER IS REQUIRED, FURR WALL ABOVE EVERY STOREFRONT WINDOW WITH a GYPSUM BOARD ON 38" METAL STUDS SO BOXES AND CONDUITS CAN BE RECESSED. BOTTOM OF HEADER TO BE 10' -6 ". IF BOXES AND CONDUIT CAN BE RECESSED IN EXISTING WALL, HEADER/SOFFIT ABOVE CAN BE DELETED. ELECTRICAL PANEL - REFER TO ELECT. SHEETS FOR MORE INFO. WOMEN FACE OF NEW WALL TO BE FLUSH WITH EXISTING ±20' -3" V.I.F. 1A 1' -0" 4' -0" 3' -0" J 3' -8" 3' -0" 3' -5" 8' -11" 9 Eo G.C. TO PROVIDE NEW FURRING ALONG EXISTING CMU WALL IF REQUIRED TO ACCEPT INTERIOR FINISHES. MAINTAIN REQUIRED CLEARANCES FOR DOORS & PLUMBING FIXTURES. MEN 105 COOLER & FREEZER 103 STORAGE DINING C 100 6' -0" 6' -102" 3' -0" 1' • • ■ e DINING A 100 HOLD ±19' -11" G.C. TO VERIFY ADA APPROVED THRESHOLD AT ENTRY - TYP. NOTE: NO FIELD SURVEY WAS PERFORMED BY THE ARCHITECT. THESE DRAWINGS ARE BASED ON LIMITED "AS- BUILT" DRAWINGS PROVIDED BY THE OWNER. CONTRACTOR SHALL VERIFY ACTUAL CONDITIONS IN FIELD & NOTIFY ARCHITECT OF ANY DISCREPANCIES. 1/4 " =1' -0" A1.0 "1-7 102 z I- DRINK STATION - REFER TO DETAIL 1/A9.0 KITCHEN / PREP 101 OUTLINE OF SOFFIT ABOVE. SEE RCP AND FRAMING DETAIL ON SHEET A2.1 FIELD VERIFY LOCATION OF FIXTURES WITH LOCATION OF SOFFIT ABOVE. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 922011 City of Tukwila Dl�i � LDING DIVISION 00 RECEIVED AUG 12 2011 PERMIT CENTER NORTH DIMENSION FLOOR PLAN . r'; U = EX13 W at co LAN S: z ° a r. U, CYJ n f5 Revisions A ISSUE FOR JJ REVIEW / 06/30/11 A ISSUE FOR PERMIT /LL REIVEW / \ 07/15/11 A REVISION PER JIMMY JOHN'S 07/15/11 A REVISION PER JIMMY JOHN'S / 2 \ 07/25/11 A REVISION PER JIMMY JOHN'S /3 \ 07/26/11 A REVISION PER LANDLORD /4 \07/28/11 A FIELD CONDITION REVISION /5 \ 08/02/11 REVISION PER CITY 08/10/11 6367 REGISTERED ARCHITECT JOHN A. CHIPMAN STATE OF WA L TO `fi Io -t ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA, WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By DR Checked By DR Scale AS NOTED Date 06/30/2011 1 /4 " =1' -0" A A1.0 Jm11 -2100 Sheet No. A1.O cik ACCOUSTIC CEILING 10' -6" A.F.F. -7"r SUSPENDED CEILING. MAINTAIN CLEARANCES PER LOCAL CODE HOT WATER TANK FRP ON ALL SIDES FIRE RETARDENT 3/4" PLYWOOD 6 16 GA. METAL JOISTS 8" O.C. JOISTS TO ALIGN W STUDS BELOW 362S162 -43 MTL. STUDS @ 8" O.C. FRP ON ALL SIDES 5/8" WATER RESISTANT GYP. BD. MOP BASIN. REFER TO PLUMBING DWGS. 11 1 1 J BOLT REAR ANGLES TO WALL HEAVY DUTY MOP RACK MOP SINK DETAIL CEILING LEGEND & MOUNTING HEIGHTS 1 1/2"=1'-0" A2.0 A2.0 CEILING NOTES: 1. ALL TRACK LIGHTING TO BE MOUNTED TO UNISTRUT, 10' -6" A.F.F. 2. GOOSENECK LIGHTING FIXTURE BOX MOUNTING HEIGHT TO BE AT 11' -0" A.F.F. 3. ALL SPEAKERS TO BE MOUNTED ABOVE 10' -6" A.F.F. G.C. TO CONFIRM SPEAKER LOCATION WITH FRANCHISE OWNER /CORPORATE 4. ALL LIGHTS IN FOOD PREPARATION AREAS, STOCK AREA COOLER AND FREEZERS ARE TO BE SHIELDED 5. G.C. TO VERIFY CONSTRUCTION TYPE PRIOR TO START OF NEW WORK. CONTACT ARCHITECT /ENGINEER FOR APPROPRIATE CONSTRUCTION IF EXISTING STRUCTURE DIFFERS FROM THAT SHOWN. 6. ALL CEILING TILES USED IN THE SPACE (KITCHEN) ARE TO BE VINYL CLAD GYPSUM BOARD TILES. CEILING HEIGHT IN KITCHEN SHOULD BE 10' -6" 7. ALL EXPOSED STRUCTURE AND OVERHEAD ITEMS ABOVE 10' -6" AFF TO BE PAINTED PT -5 BENJAMIN MOORE GREYSTONE #1475 (FLAT) 8. ADD BULKHEAD FROM DIRECTLY ABOVE WINDOW FRAMES TO USE FOR RECESSING NEON OUTLETS. REMOVE BULKHEAD IF OUTLETS CAN BE RECESSED IN EXISTING CONSTRUCTION. COOLER AND FREEZER NOTES: 1. NO CEILING TILE ABOVE WALK -IN FREEZER & COOLER.. 2. FREEZER HEIGHT IS 8' -6" A.F.F. VERIFY CEILING HEIGHT TO BE A MINIMUM OF 11-0" A.F.F. (CLEAR SPACE) TO ACCOMMODATE A TOP MOUNTED COMPRESSOR UNIT. 3. REMOTE UNITS REQUIRE A MINIMUM 10' -0" A.F.F. (CLEAR SPACE) VERIFY THAT CEILING IS CLEAR OF DUCTS, BEAMS, STRUCTURE, ETC. 4. RETURN GRID TO TOP OF BOXES & INSTALL GRID WITH TILES FOR ENCLOSURE PANELS, PROVIDE CLIPS TO HOLD IN PLACE. CAULK BOTTOM EDGE TO FREEZER © COOLER. INSTALL SUGGESTED MANUFACTURER CLIPS. PROVIDE EGG -CRATE GRILLS OR EQUAL FOR ADEQUATE VENTILATION PER MANUFACTURER SUGGESTED SPECIFICATION. SPRINKLER NOTES (IF REQUIRED) 1. G.C. TO MODIFY EXISTING SPRINKLER SYSTEM AS REQUIRED TO ACCOMMODATE THE FLOOR PLAN. G.C. TO FOLLOW ALL STATE AND LOCAL CODES 2. SHOP DRAWINGS OF THE SPRINKLER SYSTEM MODIFICATIONS SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE APPROPRIATE DEPARTMENTS OF THE COUNTY FIRE INSPECTION DIVISION, STATE FIRE MARSHALL, INSURANCE UNDERWRITERS, MECHANICAL ENGINEER AND ANY OTHER OFFICES HAVING JURISDICTION OVER THE SPRINKLER SYSTEM. THE CONTRACTOR SHALL RECEIVE WRITTEN APPROVALS PRIOR TO PERFORMING ANY MODIFICATIONS. 3. THE CONTRACTOR SHALL SUBMIT THE APPROVED SPRINKLER DRAWINGS TO THE LANDLORD PRIOR TO MAKING ANY MODIFICATIONS. CEILING / COOLER / SPRINKLER NOTES ±16' -11" EXIST. DECK A2.0 ti M TYP. ALL PENDANT GLOBES ARE TO BE CENTERED ON TABLES TYP. NOTE: ALL TRACK LIGHTING TO BE MOUNTED TO UNISTRUT, 10' -6" A.F.F. TYPICAL PENDANT MOUNTING HEIGHTS 1/4"=1'-0" 3 A2.0 ±16-11" Ur B.O. ROOF DECK PAINT PT -5 Ank 8' -0" KIP CLNG. TILE C -1 WOMEN 104 DINING C 100 2' -10" mT� Ass' 1' -3" NOTE: SOFFIT WALL FINISH TO ALIGN VERTICALLY WITH CABINET LAMINATE ON DINING ROOM HALF WALLS. DECORATIVE WALL - MOUNTED SCONCE. CENTER MIDDLE LIGHT ON MENU BOARD & SPACE ADJACENT LIGHTS 3' -0" O.C., TYP. FOR 2 SETS OF 3 (3 LIGHTS AT EACH MENU BOARD). KEYNOTE 1: ADD HEADER ABOVE EVERY STOREFRONT IF BOXES AND CONDUIT CAN NOT BE RECESSED IN THE EXISTING WALL. ALL JUNCTION BOXES AND CONDUITS MUST BE WITHIN WALL SO A FLUSH AND SMOOTH DRYWALL FINISH CAN BE ACHEIVED. IF HEADER IS REQUIRED, FURR WALL ABOVE EVERY STOREFRONT WINDOW WITH GYPSUM BOARD ON 31" METAL STUDS SO BOXES AND CONDUITS CAN BE RECESSED. BOTTOM OF BULKHEAD TO START DIRECTLY ABOVE WINDOW FRAME. IF BOXES AND CONDUIT CAN BE RECESSED IN EXISTING WALL, HEADER /SOFFIT ABOVE CAN BE DELETED. VERIFY: SHEET SP -1 'NOTES FROM JIMMY JOHN'S CORPORATE' TO BE REFERENCED BEFORE PROCEEDING WITH ANY WORK! NOTES: G.C. TO FIELD COORDINATE LIGHTING LAYOUT WITH DUCTWORK. LIGHTING TO BE CENTERED ON TABLES TYP. ALL EXPOSED STRUCTURE AND OVERHEAD ITEMS, PIPING, HVAC, ETC. ABOVE 10' -6" TO BE PAINTED PT -5. SEE MECHANICAL DRAWINGS FOR EXPOSED DUCTWORK LAYOUT. DINING A 100 • 8' -0" WALL MOUNTED BATHROOM SCONCE. MOUNT CENTER OF BOX AT 7' -0" A.F.F. TYP. FOR 6. 8' -0" CLNG. TILE C -1 VD MEN 105 COOLER & FREEZER 103 9 co L 0 ao 4 oD X X X X 4 • 2' -7" X 4 0) 4'-0" 0 0 Alwr Z+a 2' -8" 2' -9" � _ 1 STORAGE 102 10' -6" CLNG. TILE C -1 V2 z CJ z 0I- LU 1- 10' -6" CLNG. TILE C -1 WI KITCHEN 1 PREP 101 7' -6" GYP. BD. SOFFIT WV PAINT PT -4 ±16-11" B.O. ROOF DECK NV PAINT PT -5 DINING B 100 WINDOW HEADER/ SOFFIT. SEE KEYNOTE 1. REVIEWED FOR CODE COMPLIANCE APPROVED 1 AUG 9 2 2011 of Tukwila 1 G DIVISION NORTH 0 o- 1� a_ W Z Z = VL>D a) O HI • d- CC G go' D .c aco c = o =o 3 0• a '. Z • a•. N Z r, o Y a N N O o. Revisions A ISSUE FOR JJ REVIEW • 06/30/11 A ISSUE FOR PERMIT /LL REIVEW • 07/15/11 0 0 0 A REGISTERED ARC IT A. CHIPMAN OFWASHINGTON 7- I S-I I RECEIVED CITY OF TUKWILA JUL 19 2011 ARCHITECT PERMIT CENTER I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA. WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By RC Checked By DR Scale AS NOTED Date 06/30/2011 REFLECTED CEILING PLAN Jm11 -2100 ASheet No. 1/4 " =1' -0" A2 .0 I A2.0 GENERAL NOTES: 2 X 4 FLUORESCENT 42" FIVE BLADE FAN - BLACK MOTORS W/ .CHERRY BLADES H 1) SEE ELECTRIAL DWGS. FOR MFR., MODEL AND REMARKS 2) ALL EXPOSED STRUCTURE AND OVERHEAD ITEMS ABOVE 10' -6" TO BE PAINTED PT -5 BENJAMIN MOORE GRAYSTONE #1475 (FLAT) LIGHTING HEIGHT / LOCATION NOTES: �A1 6" INCANDESCENT DOWN LIGHT VC I-1 O MONO LIGHTING ® EXIT SIGN S 1) ALL TRACK LIGHTING TO BE MOUNTED TO UNISTRUT, 10' -6" A.F.F. 2) GOOSENECK LIGHTING FIXTURE BOX MOUNTING HEIGHT TO BEAT 11' -0" A.F.F. 3) WALL MOUNTED BATHROOM SCONCE (MOUNT CENTER OF BOX AT 7' -0 "), TYP. 4) ALL SPEAKERS TO BE MOUNTED ABOVE 10' -6" A.F.F. G.C. TO CONFIRM SPEAKER LOCATION WITH FRANCHISE OWNER /CORPORATE 5) ALL PENDANT GLOBES ARE TO BE CENTERED ON TABLES WITH FRANCHISE OWNER /CORPORATE TYP. D E i—e E 1 MOUNTED DECORATIVE WALL SCONCE MOUNTED BATTERY LIGHT T INTERIOR WALL SCONCE SUPPLY RETURN / EXHAUST FAN 0 B r--1 TRACK LIGHTING D E MOP SINK DETAIL CEILING LEGEND & MOUNTING HEIGHTS 1 1/2"=1'-0" A2.0 A2.0 CEILING NOTES: 1. ALL TRACK LIGHTING TO BE MOUNTED TO UNISTRUT, 10' -6" A.F.F. 2. GOOSENECK LIGHTING FIXTURE BOX MOUNTING HEIGHT TO BE AT 11' -0" A.F.F. 3. ALL SPEAKERS TO BE MOUNTED ABOVE 10' -6" A.F.F. G.C. TO CONFIRM SPEAKER LOCATION WITH FRANCHISE OWNER /CORPORATE 4. ALL LIGHTS IN FOOD PREPARATION AREAS, STOCK AREA COOLER AND FREEZERS ARE TO BE SHIELDED 5. G.C. TO VERIFY CONSTRUCTION TYPE PRIOR TO START OF NEW WORK. CONTACT ARCHITECT /ENGINEER FOR APPROPRIATE CONSTRUCTION IF EXISTING STRUCTURE DIFFERS FROM THAT SHOWN. 6. ALL CEILING TILES USED IN THE SPACE (KITCHEN) ARE TO BE VINYL CLAD GYPSUM BOARD TILES. CEILING HEIGHT IN KITCHEN SHOULD BE 10' -6" 7. ALL EXPOSED STRUCTURE AND OVERHEAD ITEMS ABOVE 10' -6" AFF TO BE PAINTED PT -5 BENJAMIN MOORE GREYSTONE #1475 (FLAT) 8. ADD BULKHEAD FROM DIRECTLY ABOVE WINDOW FRAMES TO USE FOR RECESSING NEON OUTLETS. REMOVE BULKHEAD IF OUTLETS CAN BE RECESSED IN EXISTING CONSTRUCTION. COOLER AND FREEZER NOTES: 1. NO CEILING TILE ABOVE WALK -IN FREEZER & COOLER.. 2. FREEZER HEIGHT IS 8' -6" A.F.F. VERIFY CEILING HEIGHT TO BE A MINIMUM OF 11-0" A.F.F. (CLEAR SPACE) TO ACCOMMODATE A TOP MOUNTED COMPRESSOR UNIT. 3. REMOTE UNITS REQUIRE A MINIMUM 10' -0" A.F.F. (CLEAR SPACE) VERIFY THAT CEILING IS CLEAR OF DUCTS, BEAMS, STRUCTURE, ETC. 4. RETURN GRID TO TOP OF BOXES & INSTALL GRID WITH TILES FOR ENCLOSURE PANELS, PROVIDE CLIPS TO HOLD IN PLACE. CAULK BOTTOM EDGE TO FREEZER © COOLER. INSTALL SUGGESTED MANUFACTURER CLIPS. PROVIDE EGG -CRATE GRILLS OR EQUAL FOR ADEQUATE VENTILATION PER MANUFACTURER SUGGESTED SPECIFICATION. SPRINKLER NOTES (IF REQUIRED) 1. G.C. TO MODIFY EXISTING SPRINKLER SYSTEM AS REQUIRED TO ACCOMMODATE THE FLOOR PLAN. G.C. TO FOLLOW ALL STATE AND LOCAL CODES 2. SHOP DRAWINGS OF THE SPRINKLER SYSTEM MODIFICATIONS SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE APPROPRIATE DEPARTMENTS OF THE COUNTY FIRE INSPECTION DIVISION, STATE FIRE MARSHALL, INSURANCE UNDERWRITERS, MECHANICAL ENGINEER AND ANY OTHER OFFICES HAVING JURISDICTION OVER THE SPRINKLER SYSTEM. THE CONTRACTOR SHALL RECEIVE WRITTEN APPROVALS PRIOR TO PERFORMING ANY MODIFICATIONS. 3. THE CONTRACTOR SHALL SUBMIT THE APPROVED SPRINKLER DRAWINGS TO THE LANDLORD PRIOR TO MAKING ANY MODIFICATIONS. CEILING / COOLER / SPRINKLER NOTES ±16' -11" EXIST. DECK A2.0 ti M TYP. ALL PENDANT GLOBES ARE TO BE CENTERED ON TABLES TYP. NOTE: ALL TRACK LIGHTING TO BE MOUNTED TO UNISTRUT, 10' -6" A.F.F. TYPICAL PENDANT MOUNTING HEIGHTS 1/4"=1'-0" 3 A2.0 ±16-11" Ur B.O. ROOF DECK PAINT PT -5 Ank 8' -0" KIP CLNG. TILE C -1 WOMEN 104 DINING C 100 2' -10" mT� Ass' 1' -3" NOTE: SOFFIT WALL FINISH TO ALIGN VERTICALLY WITH CABINET LAMINATE ON DINING ROOM HALF WALLS. DECORATIVE WALL - MOUNTED SCONCE. CENTER MIDDLE LIGHT ON MENU BOARD & SPACE ADJACENT LIGHTS 3' -0" O.C., TYP. FOR 2 SETS OF 3 (3 LIGHTS AT EACH MENU BOARD). KEYNOTE 1: ADD HEADER ABOVE EVERY STOREFRONT IF BOXES AND CONDUIT CAN NOT BE RECESSED IN THE EXISTING WALL. ALL JUNCTION BOXES AND CONDUITS MUST BE WITHIN WALL SO A FLUSH AND SMOOTH DRYWALL FINISH CAN BE ACHEIVED. IF HEADER IS REQUIRED, FURR WALL ABOVE EVERY STOREFRONT WINDOW WITH GYPSUM BOARD ON 31" METAL STUDS SO BOXES AND CONDUITS CAN BE RECESSED. BOTTOM OF BULKHEAD TO START DIRECTLY ABOVE WINDOW FRAME. IF BOXES AND CONDUIT CAN BE RECESSED IN EXISTING WALL, HEADER /SOFFIT ABOVE CAN BE DELETED. VERIFY: SHEET SP -1 'NOTES FROM JIMMY JOHN'S CORPORATE' TO BE REFERENCED BEFORE PROCEEDING WITH ANY WORK! NOTES: G.C. TO FIELD COORDINATE LIGHTING LAYOUT WITH DUCTWORK. LIGHTING TO BE CENTERED ON TABLES TYP. ALL EXPOSED STRUCTURE AND OVERHEAD ITEMS, PIPING, HVAC, ETC. ABOVE 10' -6" TO BE PAINTED PT -5. SEE MECHANICAL DRAWINGS FOR EXPOSED DUCTWORK LAYOUT. DINING A 100 • 8' -0" WALL MOUNTED BATHROOM SCONCE. MOUNT CENTER OF BOX AT 7' -0" A.F.F. TYP. FOR 6. 8' -0" CLNG. TILE C -1 VD MEN 105 COOLER & FREEZER 103 9 co L 0 ao 4 oD X X X X 4 • 2' -7" X 4 0) 4'-0" 0 0 Alwr Z+a 2' -8" 2' -9" � _ 1 STORAGE 102 10' -6" CLNG. TILE C -1 V2 z CJ z 0I- LU 1- 10' -6" CLNG. TILE C -1 WI KITCHEN 1 PREP 101 7' -6" GYP. BD. SOFFIT WV PAINT PT -4 ±16-11" B.O. ROOF DECK NV PAINT PT -5 DINING B 100 WINDOW HEADER/ SOFFIT. SEE KEYNOTE 1. REVIEWED FOR CODE COMPLIANCE APPROVED 1 AUG 9 2 2011 of Tukwila 1 G DIVISION NORTH 0 o- 1� a_ W Z Z = VL>D a) O HI • d- CC G go' D .c aco c = o =o 3 0• a '. Z • a•. N Z r, o Y a N N O o. Revisions A ISSUE FOR JJ REVIEW • 06/30/11 A ISSUE FOR PERMIT /LL REIVEW • 07/15/11 0 0 0 A REGISTERED ARC IT A. CHIPMAN OFWASHINGTON 7- I S-I I RECEIVED CITY OF TUKWILA JUL 19 2011 ARCHITECT PERMIT CENTER I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA. WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By RC Checked By DR Scale AS NOTED Date 06/30/2011 REFLECTED CEILING PLAN Jm11 -2100 ASheet No. 1/4 " =1' -0" A2 .0 I A2.0 WIRE TIES WITH A MIN. OF THREE TIGHT TURNS AROUND ITSELF WITHIN 3". 12 GA. HANGER WIRE SPACED AT 4' -0" O.C. MAIN RUNNER CROSS RUNNER METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE & LAY -IN PANEL CEILINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 635, ASTM C636 & THE NORTHWEST WALL & CEILING BUREAU (NWCB). 2. ALL MAIN RUNNERS ARE TO BE HEAVY DUTY (HD). 3. VERTICAL HANGERS TO BE A MAXIMUM OF 8" AWAY FROM WALL. WALL MOLDINGS ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2" WIDE. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS. SPREADER BAR OR OTHER SUITABLE SYSTEM REQUIRED TO KEEP PERIMETER COMPONENTS FROM SPREADING APART. 8" MAX. ATTACHED WALL MOLDING REQUIREMENTS 2" MIN.J UNATTACHED WALL MOLDING REQUIREMENTS EXISTING ROOF w /PLYWOOD DECK EXISTING BATT INSULATION TO REMAIN CONTINUOUS METAL TRACK 18 GA EXISTING ROOF JOISTS w/ 2x WOOD FLANGES & STEEL CORDS L CONTINUOUS 6" 18 GA. METAL STUD 5/8" GYP. BOARD ,1 T T B ST .ems_ r. PROVIDE KICKERS AS REQUIRED @ 48" O.C. TO STRUCTURE ABOVE 3 5/8" 18 GA. METAL STUDS @ 16" O.C. DINING AREA 5/8" GYP. BD. (JOINTS ORIENTED VERTICALLY AND STAGGERED FROM OPPOSITE FACE) FINISH AS SCHEDULED TAPE AND COMPOUND OVER JOINTS AND SCREW HEADS - A. SOFFIT SECTION / ZD 1 1 1 1 1 1 I Y I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �f B/ ROOF JOIST EL.:13' -8" (V.I.F.) (2) 1/2" FLAT WASHERS . (2) 1/2" NUTS P3008 CHANNEL NUT P1000 UNISTRUT CONT. BETWEEN JOIST AS REQUIRED. ACT CEILING @ 10' -6 ": A.F.F. 1/2" 0 ALL THREADED ROD @ 48" O.C. MAX PROVIDE 3/4" I.D. PVC PIPE SLEEVE (WHITE) OVER THREADED ROD (TYP.) PREP AREA 1 111111111111111111H11`. 2' -7" B/ ACT. TILE EL.: 101-6" 5/8" PLYWOOD 2 1/2" METAL STUDS @ 16" O.C. 2 "X 1 1/2" CONT. STAINLESS STEEL ANGLE CORNER GUARD (2" ON TOP OF SHELF) PROVIDED BY KEC. 18 GA. CONT. CLIP ANGLE (TYP.). 2x4 WOOD BLOCKING. P PERLY SECURE TO MTL. FRAMING B/ GYP. SOFFIT EL.: 7' -6" PROVIDE (2) FLAT WASHERS & DBL NUTS. LIGHT FIXTURE. SEE ELECTRICAL PLANS c c c rte^ EXISTING ROOF w /PLYWOOD DECK EXISTING BATT INSULATION TO REMAIN CONT. 21/2" METAL STUD BTWN JOISTS @ 16" O.C. CONTINUOUS METAL TRACK 18 GA 3 5/8" 18 GA. METAL STUDS @ 16" O.C. CONTINUOUS 4" METAL STUD CONTINUOUS 6" 18 GA. METAL STUD 5/8" GYP. BOARD FASTENED TO B/ JOIST B. SOFFIT SECTION EXISTING ROOF JOISTS w/ 2x WOOD FLANGES & STEEL CORDS SEE DETAIL 1A/A2.1 I I I I 21/2" METAL STUD BLOCKING NOTE: INSTALL UNISTRUT, ANCHOR SYSTEMS ETC. PER MANUFACTURERS RECOMMENDATIONS. NOTE: G.C. TO VERIFY CONSTRUCTION TYPE PRIOR TO START OF NEW WORK. CONTACT ARCHITECT /ENGINEER FOR APPROPRIATE CONSTRUCTION IF EXISTING STRUCTURE DIFFERS FROM THAT SHOWN. I I I I I I I I i 0 J W U SUSPENDED CEILING DETAIL 2 N.T.S. A2.1 SECTION @FRONT SOFFIT 1 1"=11-0" A2.1 COOLER AND FREEZER NOTES: NO CEILING TILE ABOVE WALK -IN FREEZER & COOLER FREEZER HEIGHT IS 8' -6" A.F.F. VERIFY CEILING HEIGHT TO BE A MINIMUM OF 11' -6" A.F.F. (CLEAR SPACE) TO ACCOMMODATE A TOP MOUNTED COMPRESSOR UNIT. REMOTE UNITS REQUIRE A MINIMUM 10' -0" A.F.F. (CLEAR SPACE) VERIFY THAT CEILING IS CLEAR OF DUCTS, BEAMS, STRUCTURE, ETC. RETURN GRID TO TOP OF BOXES & INSTALL GRID WITH TILES FOR ENCLOSURE PANELS, PROVIDE CLIPS TO HOLD IN PLACE. CAULK BOTTOM EDGE TO FREEZER @ COOLER. INSTALL SUGGESTED MANUFACTURER CLIPS. PROVIDE EGG -CRATE GRILLS OR EQUAL FOR ADEQUATE VENTILATION PER MANUFACTURER SUGGESTED SPECIFICATION. CONTRACTOR TO VERIFY HEIGHT OF COOLER UNIT PRIOR TO FABRICATION OF BULKHEAD. i II11111111111111111111111111 111/111111 id! NEW SUSPENDED ACOUSTICAL CEILING NEW SUSPENDED ACOUSTICAL CEILING VERTICAL CLG. GRID DOWN TO T /FRZ. BOX.. PROVIDE HOLD DOWN CLIPS AS REQUIRED B.O. BULKHEAD (D F/C 8' -6" A.F.F. V.I.F. COOLER UNIT 9 CLG. 10' -6" A.F.F. O COMPRESSION POST @ 12-0" O.C. MAX. (MUST BEGIN NO FATHER THAN 6-0" FROM WALLS). COMPRESSION POST SCHEDULE NOMINAL SIZE MAX. LENGTH 1/2" CONDUIT UP T051-10" 3/4" CONDUIT UP TO 7' -8" 1" CONDUIT UP TO 9' -9" CROSS RUNNER @ 2' -0" O.C. 12 GA. SPLAYED BRACE WIRES AT 4' -0" O.C. BRACING WIRES TO BE ATTACHED A MAXIMUM OF 45° TO THE PLANE OF THE CEILING & PARALLEL TO THE COMPONENTS AT THE BRACING POINT. BRACE WIRES TO BE TAUT & TIED BOTH ENDS WITH THREE TIGHT WRAPS. MAIN RUNNER @ 4' -0" O.C. ti-0/3"7 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 9 2 2011 City of Tukwila BUILDING DIVISION RECEIVED AUG 12 2011 PERMIT CENTER Revisions A ISSUE FOR JJ REVIEW / 06/30/11 A ISSUE FOR PERMIT /LL REIVEW / 07/15/11 A REVISION PER JIMMY JOHN'S 07/15/11 A REVISION. PER JIMMY JOHN'S / 2 \ 07/25/11 A REVISION PER JIMMY JOHN'S / 3 \ 07/26/11 A REVISION PER LANDLORD / 4 \ 07/28/11 FIELD CONDITION REVISION / 5 \ 08/02/11 /6\ REVISION PER CITY 08/10/11 6367 REGISTERED ARCHITECT JOHN A. CHIPMAN STATE OF WASH GT ARCHITECT '1 I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA. WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By DR Checked By DR Scale AS NOTED Date 06/30/2011 CEILING TRANSITION @ COOLER 4 3" = 1' -0" .1 SUSPENDED CEILING DETAIL N.T.S. 3 A2.1 Job 11 -2100 Sheet No. 'A2.1 FINISH SCHEDULE ROOM NAME 1 NUMBER FLOOR MARK MATERIAL MANUFACTURER MODEL NO. STYLE COLOR DESCRIPTION TILE (@ WALLS) CT -1 Ceramic Tile Equippe - Wall Tile 4x4 White 4" x 4" Wall Tile CT -2 Ceramic Tile Equippe - Wall Tile 4x4 Black 4" x 4" Wall Tile CT -3 Ceramic Tile Equippe - Wall Tile 4x4 Red 4" x 4" Wall Tile CT -4 Ceramic Tile Equippe - Wall Tile 4x4 Brown 4" x 4" Wall Tile CT -5 Grout Bonsal - Unsanded White Tile is to be Butted Tight, then Grouted CT -6 Ceramic Tile Equippe - Bullnose Tile 4x4 Black 4" x 4" Bullnose Tile CT -7 Ceramic Tile Equippe - Bullnose Tile 4x4 White 4" x 4" Bullnose Tile CT -8 Ceramic Tile Equippe - Bullnose Tile 4x4 Black 4" x 4" Bullnose Corner Tile z a PT -1 Not Used - - - - - PT -2 Paint GLIDDEN 120 00YR15/510 Eggshell Cherry Red - PT -3 Paint Benjamin Moore Ready Mix Paint Eggshell White Dove Wall Paint PT -4 Paint GLIDDEN 650 30YY 64/331 Eggshell Soft Gold - PT -5 Paint Benjamin Moore 1475 Flat Greystone - LAMINATE/ PLASTICS PL -2 Metal Laminate Advanced Technology 924 WAF Numetal - Front face of counter PL -3 Plastic Laminate Formica 949 Matte White Rear face of counter FRP Smooth Fiberglass Reinforced Plastic Marlite S100 S121S Smooth Finish White - FLOOR FINISH Porcelain Tile Plaza - Indian Slate Africa 18" x 18" Porcelain Stone Floor Tile, 3/8" Thick Location: General Flooring (See Finish Floor Plan) (FF -1 ( FF -2 > Not Used - - - - - FF -3 > Not Used - - - - - Ceramic Tile Cerim Style -Wood Collection Ellington 6 1/4" X 16" Floor Tile - Flooring Surfaces, Contact: Kevin Applebee (217) 398 -1990 ( FF -4 Floor Base Grout Bonsal - Sanded Charcoal Grout At Tile In Dining & Prep Area- Grout Joints @ Floor and Cove Base are to be 1/4 ". ( FF -5 > FF -6 > Quarry Tile Metro 507 Quarry Puritan Gray 8" x 8" Floor Tile ( FF -7 ) Exposed Concrete - - - - - w co co WB -1 Ceramic Cove Base Metro 507 - Puritan Gray 6" x 8" Cove Base 3 U C -1 j Ceiling Tile - - - - 2' x 4' Gypsum Board, 1/2" Thick with Vinyl Surface ( C-2 ) Exposed Structure Benjamin Moore 1475 Flat Greystone All new and existing mechanical to be painted PT -5 SPECIAL FINISHES ® Counter Top Corian Finish: Matte Black Quartz 1/2" Thick ® Thin Brick Glen -Gery Brick - Paper Cut Series Stratford 1/2" x 21/4" x 7 5/8" ® Grout Bonsal - Sanded Fawn Grout At Thin Brick SF -2, 1/4" Brick Grout Joints (SF -4) Stain Minwax #215 Red Oak Door Stain / Table Trim NOTES: 1. THERE ARE TO BE NO SUBSTITUTIONS, COLOR MATCHES, OR ALTERNATIVES USED FOR PAINT. ALL PAINT MUST BE THE EXACT MANUFACTURER, COLOR, AND FINISH /SHEEN SPECIFIED ON THE DRAWINGS. 2. FLOOR TILE MAY BE LAID DIRECTLY ON CONCRETE SLAB FLOOR. DUROCK MUST BE USED AS UNDERLAYMENT FOR ANY WOOD FLOORING SUBSTRATE. FLOORING SUBSTRATE TO BE AS LEVEL AS POSSIBLE PRIOR TO TILE INSTALLATION . 3. ANY FLOOR DRAINS SHOWN ON THIS SHEET FOR REFERENCE ONLY. G.C. TO VERIFY NUMBER AND LOCATIONS OF FLOOR DRAINS, CLEANOUTS, ETC. WITH PLUMBING DRAWINGS. 4. ALL CABINETS TO BE INSTALLED ON SUBSURFACE PRIOR TO TILE INSTALLATION 5. WALL BASE TO BE INSTALLED ON ALL CABINETS EXCEPT SODA CABINET. ROOM FINISH SCHEDULE ROOM NAME 1 NUMBER FLOOR BASE WALLS CEILING Dining A & B 100 Porcelain Tile FF -1, Ceramic Tile FF -4 Ceramic Tile FF -4 Paint PT -3 & PT -5, Ceramic Tile CT- 1,2,3,4 Open to Structure Above C -2 Dining C 100 Porcelain Tile FF -1, Ceramic Tile FF -4 Ceramic Tile FF -4 Paint PT -3 & PT -5, Ceramic Tile CT- 1,2,3,4; Thin Brick & Grout SF -2 & SF -3 Open to StrC 2 ucture Above Kitchen /Prep 101 Quarry Tile FF -6 Ceramic Cove Base WB -1 Plastic Laminate PL -3, Paint PT -3 & PT -4, Ceramic Tile CT- 1,2,3,4 Lay -In Vinyl Tile C -1 Dish Wash Area Quarry Tile FF -6 Ceramic Cove Base WB -1 Paint PT -3, Ceramic Tile CT- 1,2,3,4; Smooth Face FRP FRP -1 Lay -In Vinyl Tile C -1 Office 102 Quarry Tile FF -6 Ceramic Cove Base WB -1 Smooth Face FRP FRP -1 Lay -In Vinyl Tile C -1 Storage 103 Quarry Tile FF -6 Ceramic Cove Base WB -1 Smooth Face FRP FRP -1 Lay -In Vinyl Tile C -1 Cooler & Freezer 104 Smooth Aluminum Galvanized Aluminum Galvanized Aluminum Galvanized Aluminum Restrooms 105 & 106 Quarry Tile FF -6 Ceramic Cove Base WB -1 Smooth Face FRP, FRP1 Lay -In Vinyl Tile C -1 NOTES: 1. REFER TO ELEVATIONS FOR SPECIFIC FINISH LOCATIONS. 2. ALL PAINT IN KITCHEN / FOOD PREP, FOOD STORAGE & DISHWASHING AREAS SHALL BE SEMI -GLOSS FINISH. APPROVED VENDOR LIST VENDOR RESPONSIBILITY KEC DESIGN FURNITURE, EQUIPMENT & LIGHTING CONTACT: DAN PROCTOR 301 MERCURY DRIVE SUITE 1 CHAMPAIGN, IL 61822 PHONE: 217.356.1640 FAX: 217.356.1661 EMAIL: danproctor @kecdesign.net MIDWEST CABINET CO., INC. COUNTERS CONTACT: DAVID SMILEY 1674 INDUSTRIAL AVENUE OTTAWA, KS 66067 PHONE: (785) 242 -8181 FAX: (785) 242 -8183 FLOORING SURFACES, INC. FLOORING & WALL TILE CONTACT: KEVIN APPLEBEE 401 EAST MERCURY CHAMPAIGN, IL 61822 PHONE: (800) 682 -1990 (217) 398 -1990 FAX: (217) 398 -9007 EMAIL: FLOORSURF @aol.com THERE ARE TO BE NO SUBSTITUTIONS, COLOR MATCHES, OR ALTERNATIVES USED FOR PAINT. ALL PAINT MUST BE THE EXACT MANUFACTURER, COLOR, AND FINISH /SHEEN SPECIFIED ON THE DRAWINGS GENERAL FLOOR NOTES: 1) REFER TO PLUMBING DRAWINGS FOR LOCATIONS OF FLOOR DRAINS, CLEANOUTS, ETC. ANY FLOOR DRAINS SHOWN ON THIS SHEET FOR REFERENCE ONLY. G.C. TO VERIFY NUMBER AND LOCATIONS OF FLOOR DRAINS, CLEANOUTS, ETC. WITH PLUMBING DRAWINGS 2) ALL CABINETS TO BE INSTALLED ON SUBSTRATE PRIOR TO TILE INSTALLATION. 3) WALL BASE TO BE INSTALLED ON ALL CABINETS EXCEPT AT DINING ROOM SODA CABINET. 4) ALL IN FLOOR PLUMBING FIXTURES TO BE MOUNTED FLUSH WITH FINISHED FLOOR. 5) NO TILE UNDER HALF WALLS TYP. 6) FLOOR TILE MAY BE LAID DIRECTLY ON CONCRETE SLAB FLOOR. DUROCK MUST BE USED AS UNDERLAYMENT FOR ANY WOOD FLOORING SUBSTRATE. FLOORING SUBSTRATE TO BE AS LEVEL AS POSSIBLE PRIOR TO TILE INSTALLATION OUTLINE OF TRASH RECEPTACLE FF1 (FF4 MEN 105 COOLER & FREEZER WOMEN 104 103 NO FLOOR /BASE TILE UNDER WALK -IN FREEZER /COOLER. PROVIDE 2 COATS OF SEALANT TO ALL EXPOSED CONCRETE STORAGE • DINING C 100 CFF1) U Z Q Z Q 0 < W H OUTLINE OF SODA CABINET. SEE SHEETA9.0 FOR FINISHES. G.C. TO VERIFY: FLOOR DRAIN TO BE LOCATED AS CLOSE AS POSSIBLE TO SIDE OF COUNTER WALLS. VERIFY LOCATION WITH SHEET P2. OUTLINE OF WALL COUNTER NO TILE UNDER HALF WALLS TYP. ALIGN TILE GROUT LINES AS TO PROVIDE A CONTINUOUS PATTERN 102 NO FLOOR /BASE TILE UNDER MOP SINK. PROVIDE 2 COATS OF SEALANT TO ALL EXPOSED CONCRETE CU Z w Z Q Z Q rn < W H • KITCHEN 1 PREP 101 OUTLINE OF CASHIER STAND. G.C. TO NOTE FLOOR TILE UNDER DASANI COOLER GROUT IN ALL TILE AREAS (BOTH PREP AND DINING) SHALL BE FF -5 (TYP.), REFER TO FINISH SCHEDULE FOR ALL TILE AND GROUT SPECIFICATIONS DINING A 100 FF1 FF1 DINING B 100 OUTLINE OF TR RECEPTACLE EDGE OF TILE TO START FLUSH WITH DOOR REVIEWED FOR CODE COMPLIANCE APPROVED AUG 922011 • City of Tukwila BUILDING DIVISION NORTH ity O Imo j -Cu d! �4 U� SS 0 Revisions A ISSUE FOR JJ REVIEW \ 06/30/11 A ISSUE FOR PERMIT /LL REIVEW \ 07/15/11 A A A n n -� REGISTERED i. ,ARCHI CT e 04 A. CHIPMAN 1 ., I WASHINGTON i-1S -11 CITY OF TUKWILA JUL 19 2011 PERMIT CENTER ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA, WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By RC Checked By DR Scale AS NOTED Date 06/30/2011 FINISH SCHEDULE 1 FLOOR FINISH PLAN A A3.0 1/4"=I-0" A3.0 Job 11 -2100 Sheet No. A3.0 PT -5 TYP. 1 PT -3 1 TYP. DRYWALL, WALL, AND FINISHES TO EXTEND TO DECK TOP OF BULLNOSE @ 6-6" A.F.F. 1 CT -6 5 COURSE RANDOM TILE MIX OF ALL THREE COLORS CT -2, CT -3 & CT -4 TYP. DINNING AREA ELEVATION BULLNOSE @ CORNERS OUTSIDE CORNER OF TILE /BASE TO HAVE 45 DEGREE MITER SO NO OUTSIDE EDGES ARE EXPOSED(TYP.) PT -5 TYP. PT -3 TYP. CT -6 TYP. BULLNOSE CT -7 @ CORNERS CT -1 TYP. FF -4 TYP. IngARIfie IMEURIFAM 1■■■ •• -- =■ ■■ ii■■■■ 1 ■ ■■ •• t■■■■■ t••••• IU•••• 1••••• 1■ ■ ■ •• t■■■■■ I■ •••• TYP. CORNER DETAIL PT 3 NOTE THE END OF THE FULL HEIGHT WALL SHOULD BE FINISH "C ". TYP. TOP OF BULLNOSE @ 6-6" A.F.F. CT -6 5 COURSE RANDOM TILE MIX OF ALL THREE COLORS CT -2, CT -3 & CT -4 TYP. 0 NOTE: BRICK IS TO EXTEND TO THE BOTTOM OF DECK SF -2 BRICK, GROUT W/ SF -3 TOP OF BULLNOSE @ 6' -6" A.F.F. CT -6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 COURSE RANDOM TILE MIX OF ALL THREE COLORS CT -2, CT -3 & CT -4 TYP. I ' 1 ' 1 ' ' 1 1 1 1 I I 1 1 1 CT -1 TYP. NOTE: INSTALL DOUBLE LAYER OF DRYWALL BEHIND TILE SEE G FINISH DETAIL CT -1 TYP. WB -1 ■e■■■■■■■■■■■■■■o■■■ ■■■■■■■■■■■■11■ umn ■■■ ■■■■■■■e■■■■ ■.■■■ ■■ ■■■■■■■■■■■■■■I■■■ ■■■■■■■■■■■■■■■■•■■■ a■■■■■■■■■■■■■■■o■■■ ■■■■■■■■■1111■■■■■ m ■■■ ■■■■■■■■■■■■ ■.■e■ ■ ■ ■■■■■■e■e■e■■■.■e■ ■■11■■■■■■■■■■■■■o■■■ ■■■■■■e■■■e■■■e■■ ■■■ TYP. (9 PREP AREA ELEVATION TYP. DRYWALL, WALL, AND FINISHES TO EXTEND TO DECK 5 COURSE RANDOM TILE MIX OF ALL THREE COLORS CT -2, CT -3 & CT -4 TYP. TYP. TYP. WINDOW DETAIL ELEVATION ( BULLNOSE AT TOP) <FF -4> DINNING AREA ELEVATION RESTROOM EXTERIOR ELEV. SUPER SEAL 3' -0" SUPER SEAL PT -3 .. CT -6 TYP. 5 COURSE RANDOM TILE MIX OF ALL THREE COLORS CT -2, CT -3 & CT -4 TYP. CT -1 TYP. FF -4 TYP. SOFFIT ELEVATION PREP AREA SIDE PT -4 TYP. PL -2 1 TYP. FF -4 } TYP. PT -5 PT -3 CT -6 DRYWALL, WALL, AND FINISHES TO EXTEND TO DECK SOFFIT ELEVATION TYP. 5 COURSE RANDOM TILE MIX OF ALL THREE COLORS CT -2, CT -3 & CT -4 TYP. CT -7 TYP. CT -1 I TYP. ROW OF VERTICAL TILE MUST NOT BE SCUT LESS THAN 2" IN WIDTH CENTER VERTICAL ROW OF CUT TILE OR CENTER GROUT JOINT ON WIDTH OF WINDOW CT -7 CT -1 DINNING SIDE CT -6 CUT TO FIT RETURN TO WINDOW FRAME JAMB 5 COURSE RANDOM TILE MIX OF ALL THREE COLORS CT -2, CT -3 & CT -4 TYP. CUT TO FIT RETURN TO WINDOW FRAME 1 CT -1 1TYP. CT -6 CUT TO FIT RETURN TO WINDOW FRAME AT SILL TYP. WINDOW ELEVATION AND SECTION CUT NOTE ON GROUT COLOR: CT -5 GROUT FOR ALL WALL TILE (TYP. FOR CT -7, CT -6, CT -3, CT -2, CT -1) GROUT FOR ALL BASE TILE (TYP. FOR FF -4 & WB -1) •••••••••••••••••••• •••••••••••••••••••• •••••••••••••••11..11■ ■■111•1••••••••••••••1111 •••••••••••••••••••• ■■1111•••••••••••••••• - 2 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■■ ■ ■■ ••••••11■■•••••••••1111 iiiiiiiiiiiiiiiiiiii •••••••••••■ ■ ■ ■ ••••• •••••••••••••••••••• 1 RESTROOM INTERIOR WALL ELEVATION 3' -6" STENCIL CENTERED ON WALL PROVIDED BY OWNER, PAINT (PT -3) BY G.C. APPLICATION INSTRUCTIONS FOR SUPER SEAL FOUND IN JIMMY JOHNS BUILDOUT MANUAL. STENCIL PROVIDED BY OWNER, PAINT (PT -3) BY G.C. NOTE: BRICK IS TO EXTEND TO THE BOTTOM OF DECK ALIGN BRICK CT -6 SMOOTH FACE NOTE: 1) TILE TO BE BUTTED TIGHT THEN GROUTED 2) THERE ARE TO BE NO SUBSTITUTIONS, COLOR MATCHES, OR ALTERNATIVES USED FOR PAINT. ALL PAINT MUST BE THE EXACT MANUFACTURER, COLOR, AND FINISH /SHEEN SPECIFIED ON THE DRAWINGS 3) ALL VERTICAL BLACK BULLNOSE TILE SHALL NOT BE CUT. FF -5 TYP. REAR AREA ELEVATION DRYWALL, WALL, AND FINISHES TO EXTEND TO DECK TYP. BULLNOSE OUTSIDE CORNER OF TILE /BASE TO OVERLAP BRICK (TYP.) SF -2 BRICK, GROUT W/ SF -3 ' 1 1 1 1 1 1 I 1 1 1 J 1 1 1 1 1 1 1 1 1 I I I 1 1 I I 1 1 I 1 1 1 1 I. 1 1 1 1 1 1 1 1 1' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PAINT OUTSIDE CORNER OF BASE TILE (PAINT BASE EDGE THE COLOR OF THE BASE TILE) DINNING AREA ELEVATION 5/8" GYP. BOARD (PAINT AS REQ'D) APPLY CONT. BEAD OF SEALANT BULLNOSE TILE @ TOP ROW 5/8" WATER RESISTANT GYP. BD., ASTM C36 OR C630 IN DINING RM. & CEMENT BACKER BD. UP 12" IN WORK AREAS AND RESTROOMS. 114" CERAMIC TILE PORCELAIN WALL BASE (FF -4) TILE FLOOR PER FIN. SCHED. TEMPLATE "D" SECTION Lri w W w w 1- CD w w J H 0 LL FACE BRICK APPLY CONT. BEAD OF SEALANT 2ND LAYER 1/2" GYP. BOARD BULLNOSE TILE @ TOP ROW 5/8" WATER RESISTANT GYP. BD., ASTM C36 OR C630 1/4" CERAMIC TILE PORCELAIN WALL BASE (FF -4) TILE FLOOR PER FIN. SCHED. TEMPLATE "G" SECTION NOTES: 1) SEE DOOR SCHEDULE ON SHEET A1.0 FOR DOOR FINISHES. 2) ALL CABINETS TO BE INSTALLED ON SUBSURFACE PRIOR TO TILE INSTALLATION 3) SEE SHEET A1.0 FOR DIMENSIONED LOCATIONS OF NEW PARTITION WALLS 4) DRYWALL, WALL, AND FINISHES TO EXTEND TO DECK 5) SOFFIT MENU BOARD MOUNTING: TO BE CENTERED WITHIN THE ANGLED PT -4 PORTION OF THE SOFFIT VERIFY ALL WALL FINISH TYPES WITH ELEVATION SHEETS A6.0 & A6.1 ELEVATION TAGS FOUND ON SHEET A4.0 WALL TAGS: WALLS REMAIN THE SAME FINISH UNTIL THERE ISA •NOTED. THIS DENOTES A CHANGE IN FINISHES. TYP. r — — I • WOMEN 3' -6" DIA. JIMMY JOHN'S SUPER SEAL, STENCIL PROVIDED BY OWNER (PAINT PT -3 BY G.C.) SUPER SEAL CENTERED ON WALL. 8' -0" A.F.F. TO CENTER OF SEAL. SEE DETAIL 2Z/A3.1 MEN COOLER & FREEZER NO FINISHES IN AREA BEHIND COOLER /FREEZER UNITS. STORAGE DINING C DINING SIDE PREP SIDE OUTLINE OF SODA CABINET SEE DETAIL SHEET A9.0 FOR FINISHES FINISH "C" ON ENDS OF WING WALLS SEPARATING PREP FROM BACKROOM KITCHEN / PREP 101 @ WALL COUNTER DINING SIDE @ COUNTER PREP SIDE @ SOFFIT DINING SIDE SOFFIT MENU BOARD MOUNTING: TO BE CENTERED WITHIN THE ANGLED PT -4 PORTION OF THE SOFFIT DINING A FINISH TRANSITION TO ALIGN WITH SOFFIT ABOVE. REFER TO ELEVATION 41A6.0 DINING B NORTH REVIEWED FOR CODE COMPLIANCE APPROVED AUG 922011 City of Tukwila BUILDING DIVISION LC too W il wu 0 WA IONN 1111111 IA DS MI %I gg 140 Revisions A ISSUE FOR JJ REVIEW / 06/30/11 A ISSUE FOR PERMIT /LL REIVEW / \ 07/15/11 REGISTERED 1 ARCHITEC N A. CHIPMAN QFWASHINGTON -7 -IS -II CITY OF TUKWILA JUL 19 2011 PERMIT CENTER ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA, WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By RC Scale AS NOTED Checked By DR Date 06/30/2011 WALL FINISH DETAILS 2 WALL FINISH PLAN A3.1 1/4"=11-0" A A3.1 Job 11 -2100 Sheet No. A3.1 TYP. ,_I" 0 , 2' -10" SOFFIT ELEVATION TYP. 5 COURSE RANDOM TILE MIX OF ALL THREE COLORS CT -2, CT -3 & CT -4 TYP. CT -7 TYP. CT -1 I TYP. ROW OF VERTICAL TILE MUST NOT BE SCUT LESS THAN 2" IN WIDTH CENTER VERTICAL ROW OF CUT TILE OR CENTER GROUT JOINT ON WIDTH OF WINDOW CT -7 CT -1 DINNING SIDE CT -6 CUT TO FIT RETURN TO WINDOW FRAME JAMB 5 COURSE RANDOM TILE MIX OF ALL THREE COLORS CT -2, CT -3 & CT -4 TYP. CUT TO FIT RETURN TO WINDOW FRAME 1 CT -1 1TYP. CT -6 CUT TO FIT RETURN TO WINDOW FRAME AT SILL TYP. WINDOW ELEVATION AND SECTION CUT NOTE ON GROUT COLOR: CT -5 GROUT FOR ALL WALL TILE (TYP. FOR CT -7, CT -6, CT -3, CT -2, CT -1) GROUT FOR ALL BASE TILE (TYP. FOR FF -4 & WB -1) •••••••••••••••••••• •••••••••••••••••••• •••••••••••••••11..11■ ■■111•1••••••••••••••1111 •••••••••••••••••••• ■■1111•••••••••••••••• - 2 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■■ ■ ■■ ••••••11■■•••••••••1111 iiiiiiiiiiiiiiiiiiii •••••••••••■ ■ ■ ■ ••••• •••••••••••••••••••• 1 RESTROOM INTERIOR WALL ELEVATION 3' -6" STENCIL CENTERED ON WALL PROVIDED BY OWNER, PAINT (PT -3) BY G.C. APPLICATION INSTRUCTIONS FOR SUPER SEAL FOUND IN JIMMY JOHNS BUILDOUT MANUAL. STENCIL PROVIDED BY OWNER, PAINT (PT -3) BY G.C. NOTE: BRICK IS TO EXTEND TO THE BOTTOM OF DECK ALIGN BRICK CT -6 SMOOTH FACE NOTE: 1) TILE TO BE BUTTED TIGHT THEN GROUTED 2) THERE ARE TO BE NO SUBSTITUTIONS, COLOR MATCHES, OR ALTERNATIVES USED FOR PAINT. ALL PAINT MUST BE THE EXACT MANUFACTURER, COLOR, AND FINISH /SHEEN SPECIFIED ON THE DRAWINGS 3) ALL VERTICAL BLACK BULLNOSE TILE SHALL NOT BE CUT. FF -5 TYP. REAR AREA ELEVATION DRYWALL, WALL, AND FINISHES TO EXTEND TO DECK TYP. BULLNOSE OUTSIDE CORNER OF TILE /BASE TO OVERLAP BRICK (TYP.) SF -2 BRICK, GROUT W/ SF -3 ' 1 1 1 1 1 1 I 1 1 1 J 1 1 1 1 1 1 1 1 1 I I I 1 1 I I 1 1 I 1 1 1 1 I. 1 1 1 1 1 1 1 1 1' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PAINT OUTSIDE CORNER OF BASE TILE (PAINT BASE EDGE THE COLOR OF THE BASE TILE) DINNING AREA ELEVATION 5/8" GYP. BOARD (PAINT AS REQ'D) APPLY CONT. BEAD OF SEALANT BULLNOSE TILE @ TOP ROW 5/8" WATER RESISTANT GYP. BD., ASTM C36 OR C630 IN DINING RM. & CEMENT BACKER BD. UP 12" IN WORK AREAS AND RESTROOMS. 114" CERAMIC TILE PORCELAIN WALL BASE (FF -4) TILE FLOOR PER FIN. SCHED. TEMPLATE "D" SECTION Lri w W w w 1- CD w w J H 0 LL FACE BRICK APPLY CONT. BEAD OF SEALANT 2ND LAYER 1/2" GYP. BOARD BULLNOSE TILE @ TOP ROW 5/8" WATER RESISTANT GYP. BD., ASTM C36 OR C630 1/4" CERAMIC TILE PORCELAIN WALL BASE (FF -4) TILE FLOOR PER FIN. SCHED. TEMPLATE "G" SECTION NOTES: 1) SEE DOOR SCHEDULE ON SHEET A1.0 FOR DOOR FINISHES. 2) ALL CABINETS TO BE INSTALLED ON SUBSURFACE PRIOR TO TILE INSTALLATION 3) SEE SHEET A1.0 FOR DIMENSIONED LOCATIONS OF NEW PARTITION WALLS 4) DRYWALL, WALL, AND FINISHES TO EXTEND TO DECK 5) SOFFIT MENU BOARD MOUNTING: TO BE CENTERED WITHIN THE ANGLED PT -4 PORTION OF THE SOFFIT VERIFY ALL WALL FINISH TYPES WITH ELEVATION SHEETS A6.0 & A6.1 ELEVATION TAGS FOUND ON SHEET A4.0 WALL TAGS: WALLS REMAIN THE SAME FINISH UNTIL THERE ISA •NOTED. THIS DENOTES A CHANGE IN FINISHES. TYP. r — — I • WOMEN 3' -6" DIA. JIMMY JOHN'S SUPER SEAL, STENCIL PROVIDED BY OWNER (PAINT PT -3 BY G.C.) SUPER SEAL CENTERED ON WALL. 8' -0" A.F.F. TO CENTER OF SEAL. SEE DETAIL 2Z/A3.1 MEN COOLER & FREEZER NO FINISHES IN AREA BEHIND COOLER /FREEZER UNITS. STORAGE DINING C DINING SIDE PREP SIDE OUTLINE OF SODA CABINET SEE DETAIL SHEET A9.0 FOR FINISHES FINISH "C" ON ENDS OF WING WALLS SEPARATING PREP FROM BACKROOM KITCHEN / PREP 101 @ WALL COUNTER DINING SIDE @ COUNTER PREP SIDE @ SOFFIT DINING SIDE SOFFIT MENU BOARD MOUNTING: TO BE CENTERED WITHIN THE ANGLED PT -4 PORTION OF THE SOFFIT DINING A FINISH TRANSITION TO ALIGN WITH SOFFIT ABOVE. REFER TO ELEVATION 41A6.0 DINING B NORTH REVIEWED FOR CODE COMPLIANCE APPROVED AUG 922011 City of Tukwila BUILDING DIVISION LC too W il wu 0 WA IONN 1111111 IA DS MI %I gg 140 Revisions A ISSUE FOR JJ REVIEW / 06/30/11 A ISSUE FOR PERMIT /LL REIVEW / \ 07/15/11 REGISTERED 1 ARCHITEC N A. CHIPMAN QFWASHINGTON -7 -IS -II CITY OF TUKWILA JUL 19 2011 PERMIT CENTER ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA, WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By RC Scale AS NOTED Checked By DR Date 06/30/2011 WALL FINISH DETAILS 2 WALL FINISH PLAN A3.1 1/4"=11-0" A A3.1 Job 11 -2100 Sheet No. A3.1 FACE BRICK APPLY CONT. BEAD OF SEALANT j 0 a Ar ss Since J I 1983 WORLD'S GREILTSS n .s 0-11R1vIET sANDwicx-- Il I FACE BRICK I I ,I� ' BULLNOSE TILE @ TOP ROW II I w W w = = �, 5/8" WATER RESISTANT GYP. �If' BD., ASTM C36 OR C630 1/4" CERAMIC TILE 1— vi 0 w LT., ;� 5/8" WATER RESISTANT GYP. BD., 11r ASTM C36 OR C630 li!r • • . -11 r 1 1 1 • 1 8 1 MEN J 1- 0 " PORCELAIN WALL BASE (FF -4) TILE FLOOR PER FIN. SCHED. W Li, J 1- O I I TILE FLOOR PER FIN. SCHED. 1 JIMMY JOHN'S 16864 SOUTHCENTER PKWY. TUKWILA, WA 98188 WALL BASE/COUNTER FINISH PLAN & DETAILS BASE & WALL WHEN DOORS TILE @ BRICK /TILE ARE ON THE WALL FULL BRICK WALL • 105 GENERAL NOTES: 1 1 1 _ _ _ J L J COOLER & FREEZER 1) ALL CABINETS TO BE INSTALLED ON SUBSTRATE PRIOR TO TILE INSTALLATION. 2) WALL BASE TO BE INSTALLED ON ALL CABINETS EXCEPT SODA CABINET. 3) ALL OUTSIDE CORNERS OF WALL BASE ON CUSTOMER SIDE TO BE MITERED. © L r _ 1 1 1 ril 314 " =1' -0" 3/4" =1' -0" BASE SECTION 2 BASE SECTION 1 3/4"=11-O" A3.2 "= " 3/4 -1 -0 A3.2 – 8 I 1 103 – WOMEN NO COOLER/FREEZER FINISHES STORAGE IN AREA BEHIND UNITS. 5/8" GYP. BOARD (PAINT AS REQ'D) FACE BRICK 104 •L ____J (PAINT. OF DINING C VERIFY ALL WALL FINISH TYPES WITH ELEVATION SHEETS A6.0 & A6.1 ELEVATION TAGS FOUND ON SHEET A4.0 • — • r - _ J � STENCIL PROVIDED BY OWNER PT -3 BY G.C.) SUPER SEAL CENTERED ON WALL. 8' 0" A.F.F. TO CENTER SEAL. SEE DETAIL 2ZIA3.1 © 6 I APPLY CONT. BEAD OF SEALANT BULLNOSE TILE @TOP ROW 5/8" WATER RESISTANT GYP. BD., ASTM C36 OR C630 IN DINING RM. & CEMENT BACKER BD. UP 12" IN WORK AREAS AND RESTROOMS. $ 1/4 CERAMIC TILE �. I1 APPLY CONT. BEAD OF SEALANT �� I 2ND LAYER 1/2" GYP. BOARD © 102 • r 6 1 FINISH "E" ON END _ J OF WING WALL - I- co �` = a) > _� 0 :s BULLNOSE TILE @ TOP ROW a, 5/8" WATER RESISTANT GYP. BD., I ASTM C36 OR C630 FINISH BACKROOM "C" WALLS SEPARATING U /PREP ON ENDS OF WING PREP FROM . w 6 1 " • "" —J w w w _I 1= Li_ o ? CERAMIC COVE BASE (WB -1, PURITAN GRAY) INSTALLED ON TOP OF WALL TILE (INTEGRAL COVE BASE BULLNOSE) TILE FLOOR PER FIN. SCHED. �. w w w rn w 1— o w 1 I ' 1/4" CERAMIC TILE PORCELAIN WALL BASE (FF -4) I TILE FLOOR PER FIN. SCHED. 100 • © U w Z az ij 6 L 1 ` — 4 \ \ \ \ \\ BASE & WALL TILE IN KITCHEN BASE —1 . & WALL TILE @ BRICK CiripriEirt:;'?.6 C hiP 111 a n Design -j A it rchecture Inc, : , ay 1 SoON, 1orthwe0 NNAPiway,Sa/re 4 Park Ride; Winais oro068-14C: T 8CL2,8,00. F PA7,298.4P • pr w. ¢Z I- KITCHEN —II I 1 r 1 4 J 4 314 " =1' -0" 3/4 " =1' -0" BASE SECTION 4 BASE SECTION 3 © 1 3/4 " =1' -0" A3 2 314 " =1' -O" A3 2 5/8" GYP. BOARD 5/8" GYP. BOARD (PAINT AS I • _ SIM. . _ J SIM. OUTLINE OF SODA r 1 4 4 CABINET SEE DETAIL SHEET A9.0 FOR FINISHES O REQ'D) ; APPLY CONT. BEAD OF SEALANT s BULLNOSE TILE @ TOP ROW el lI 518 WATER RESISTANT GYP. BD., ASTM C36 OR r C630 IN DINING RM. & CEMENT BACKER BD. UP ` FRP a 5/8" WATER RESISTANT GYP. BD., ASTM C36 OR C630 IN DINING RM. & CEMENT BACKER BD. UP .' 12" IN WORK AREAS AND RESTROOMS. . w ui w 101 Revisions /� ISSUE FOR JJ REVIEW / \ 06/30111 • FINISH TRANSITION TO ALIGN WITH EDGE OF SOFFIT ABOVE DINING B J 12" IN WORK AREAS AND RESTROOMS. J w w p. "' o 't 1/4" CERAMIC TILE CERAMIC COVE BASE (WB -1, PURITAN GRAY) (INTEGRAL COVE BASE BULLNOSE) TILE FLOOR PER FIN. SCHED. w `n o ', PORCELAIN WALL BASE (FF -4) TILE FLOOR PER FIN. SCHED. /� ISSUE FOR PERMIT/LL REIVEW A A n A BASE & WALL TILE IN DINING ROOM (NO BRICK) � ) BASE IN BACKROOM G L — b — . IlEglill 3/4 " =1' -0" 3/4" =1' -0" 6 4 ® • ®O0 BASE SECTION 6 BASE SECTION 5 I OF- 7' CITY HERMIT ARCHITECT 1HEREBYCERTIFYTHATTHESEPLANSHAVEBEENPRE- PARED UNDER MY SUPERVISION OF MY KNOWLEDGE, REGULATIONS AND REGISTER A. CHIPMAN WASHINGTON 1$`' RECEIVES OF JUL THE SAME ORDINANCES ( I TUKWILA 19 2011 CENTER AND THAT TO THE BEST COMPLY WITH ALL RULES, OF TUKWILA, WA 314 " =1' -O" A3.2 314 " =1' -O" A3.2 1 © 1 1 WALL TAGS: INSTALL SNEEZE GUARD WHERE REQUIRED. SEE PLAN I N o cn v Q WALLS REMAIN THE SAME FINISH UNTIL DINING A FOR LOCATIONS �„ ELEV. 3' THERE IS A ',NOTED. 100 THIS DENOTES A CHANGE IN FINISHES. • 1 I 1 (SF -1) TYP. 1 A -6" ,� *iv! 518" WATER RESISTANT GYP. BD., - PL "AC PLY r — — 1 © © • ji 100 314 1 1/2 "HOLES FOR ELECTRICAL PREP SIDE 314" AC PLY � ASTM C36 OR C630 PT 3 1-- PL 2 1 • O L — geormemew I VI NN D FOR COMPLIANCE APPROVED Aug 2 2011 City of Tukwila BUtLDING DIVISION 0 314" AC PLY CUSTOMER SIDE �) � �, M fCERAMIC COVE BASE (WB -1, PURITAN GRAY) INSTALLED F ON TOP OF FRP (INTEGRAL COVE BASE BULLNOSE) s 1 TILE FLOOR PER FINISH SCHEDULE $L. REMOVEABLE PANEL CLEAT ATTACHED TO REMOVABLE PANEL –1 1" AC PLY CERAMIC TILE WALL M :ASE LINE OF FLOOR - ° RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT 3/4" AC PLY QUARRY TILE WALL BASE (.9\ BASE IN RESTROOM 8 Drawn By RC Checked By DR 0 RTH , 1r) i ,?44 BASE \ 314 AC PLY TILE @ COUNTER 0 Scale AS NOTED Date 06/30/2011 3/4" =1' -0" 3/4 " =1' -0" Job No. 11 -2100 ' BASE IN UTILITY ROOM 8 BASE TILE @ COUNTER 7 WALL BASE & COUNTER FINISH PLAN A Sheet No. A3.2 314 " =1' -0" A3 2 3/4 " =1' -O" A3 2 NOTE: PROVIDE MIN. TYPE 2A 10BC FIRE EXTINGUISHERS WITH MAX TRAVEL DISTANCES OF 75' (150' O.C.) MOUNTED BETWEEN 5" AND 5' AND NOT PROTRUDE MORE THAN 4" INTO A CIRCULATION PATH WHEN LEADING EDGE BETWEEN 27" AND 80" A.F.F. HARDWARE TO F.E.C. SHALL BE AT ACCESSIBLE HEIGHTS 1 LOCATIONS. REFER TO DETAIL 2 /A -4 FOR MOUNTING INFORMATION. NOTE: PORTABLE FIRE EXTINGUISHERS HAVING A GROSS WEIGHT NOT EXCEEDING 40 LBS. SHALL BE INSTALLED SO THAT ITS TOP IS NOT MORE THAN 5' ABOVE THE FLOOR. PORTABLE FIRE EXTINGUISHERS HAVING A GROSS WEIGHT EXCEEDING 40 LBS. SHALL BE INSTALLED SO THAT ITS TOP IS NOT MORE THAN 3.5' ABOVE THE FLOOR. THE CLEARANCE BETWEEN THE FLOOR AND THE BOTTOM OF INSTALLED HAND -HELD EXTINGUISHERS SHALL NOT BE LESS THAN 5 ". G.C. TO COORDINATE LOCATION WITH LOCAL FIRE MARSHALL. 0 co MENU BOARD PROVIDE SOLID 2X BLOCKING BOTTOM OF CEILING @ 10' -6" A.F.F. BLOCKING AT DRIVERS BOX TO SPAN FROM FLOOR TO CEILING ±10' -6" IN STUD CAVITY. SEE SHEET A1.0 FOR LOCATION BOTTOM OF CEILING @ 10' -6" A.F.F. PROVIDE SOLID 2X BLOCKING FOR ALL WALL MOUNTED SHELVING. USE 8" THICK PAINTED WOOD SHIM BEHIND THE TOP MOUNTING BRACKET , CUT TO EXACT SIZE OF MOUNTING BRACKET TO FILL IN SLOP OFFSET, CREATED BY TILE TO WALL TRANSISTION, SEE PAGE 79 IN THE JIMMY JOHN'S BUILD OUT MANUAL FIRE EXTINGUISHER DETAIL WALL MENU BOARD BLOCKING AT DRIVERS BOX 3 DISPLAY SHELVING 1/2 " =1' -0" A4.0 3/8' =1' -0" A4.0 1/4"=I-0" A4.0 1/4"=1'-0" A4.0 No. DESCRIPTION QTY ROUGH IN & MOUNTING NOTES GENERAL NOTES 1 DRIVE -UP WINDOW 0 - MODEL #: READY ACCESS B0 -10 1A DRIVE -UP COUNTER (30" x 70 ") 0 - - 2 AVAYA 2554 FEATURE PHONE 4 REFER TO ELECTRICAL DRAWINGS G.C. TO PROVIDE BLOCKING 2A DRIVERS BOX 1 - SEE DETAIL 3/A4.0 FOR MOUNTING HEIGHTS 3 CASH REGISTER 2 120V (INSTALL DATA/POWER OUTLETS INSIDE OUTLET) 4 CHIP RACK (LOC. BY OWNER) - - - 5 42" HIGH FRONT COUNTER 0 REFER TO DRAWINGS REFER TO DRAWINGS 5A 34" HIGH H.A. COUNTER w/ CASHIER STANDS 2 REFER TO DRAWINGS 5B 34" HIGH H.A. COUNTER 1 REFER TO DRAWINGS 6 OFFICE DESK w/ CHAIR 1 - 6A DESK WALL SHELVES 1 PROVIDE BLOCKING TO SECURE SHELVING UNITS G.C. TO PROVIDE BLOCKING 7 WATER HEATER 1 REFER TO PLUMBING DRAWINGS 8 ICE /BEVERAGE UNIT COUNTERTOP STYLE 1 120V - CORD AND PLUG (C &P) (INSTALL OUTLET IN CABINET) 8A ICE /BEVERAGE UNIT LANCER 2300 DROP -IN /FREESTANDING COKE MACHINE 0 120V - CORD AND PLUG (C &P) (INSTALL OUTLET IN CABINET) 9 DASANI WATER COOLER 1 BELOW FRONT COUNTER 10 SNEEZE GUARD 0 24x31x24 CONFIGURATION - 10A SNEEZE GUARD 1 31x24x31 CONFIGURATION - 10B SNEEZE GUARD 0 31 CONFIGURATION - 11 CUP DISPENSERS 2 - - 12 SIDE LOADING BREAD RACK 2 - - 13 91" REFRIG. PREP TABLE 2 120V -10 AMPS -1/2 HP- (C &P) RECEPT. @ 12" A.F.F.) - 13A 12 "x 91" S.S. OVERSHELF 2 - - 14 30" X 60" SLICER TABLE 1 - - 14A 24 "x30" S.S. TABLE 1 - - 14B 30 "x30" S.S. TABLE 1 - - 14C 30 "x48" S.S. TABLE 0 - - 14D 18 "x30" S.S. TABLE 0 - - 15 OVEN /PROOFER 1 240V 3 PH 18.4 AMPS REFER TO ELEC. DRAWINGS VERIFY w /COUNTER MANF. T.S.S.I. G.C. TO PROVIDE BLOCKING 15A EXHAUST CANOPY HOOD 1 - G.C. TO PROVIDE BLOCKING 15B FAN & CURB 1 120V - 1 PH - 5.8 AMPS - WIRE TO J -BOX - 16 BAG -N -BOX CARBONATE STOR. 1 - - 16A BULK CO2 SYSTEM 0 - ALL CO2 LINES MUST BE CONCEALED ABOVE CEILING & WITHIN WALLS. 16B SURFACE MOUNT FILL BOX 0 LOCATION SHOWN ON SHEET A4 LOCATION TO BE VERIFIED W/ LANDLORD PRIOR TO INSTALLATION 16C HIGH PRESSURE CO2 1 IN CABINET - 17 ICE MAKER 250# (HOSHIZAKI/WATER -COOL) 1 120V-10 AMPS WIRE TO J-BOX ( RECEPT. @ 72" A.F.F.) 1/2" C.W. - 3/8" COND. DRAIN -1" BIN DRAIN 17A ICE STORAGE BIN 1 - - 17B ICE MAKER 500# (HOSHIZAKI/WATER -COOL) 0 120V - 13 AMPS - WIRE TO J -BOX 1/2" C.W. - 3/8" COND. DRAIN - 1" BIN DRAIN 18 SODA CABINET 1 - - 19 HAND SINK wl FAUCET 1 - 1/2" C.W. - 3/8" COND. DRAIN - 1" BIN DRAIN. G.C. TO PROVIDE BLOCKING. PROVIDE STAINLESS STEEL SPLASH GUARD(S) 20 ZURN Z1996 -24 MOP SINK 1 - REFER TO PLUMBING DRAWINGS 20A ZURN Z1996 -SF MOP SINK FAUCET 1 - REFER TO PLUMBING DRAWINGS. G.C. TO PROVIDE BLOCKING 21 3 COMPARTMENT SINK 1 - 1/2" C.W. -1/2" H.W. - (3) 1 1/2" DRAIN. PROVIDE STAINLESS STEEL SPLASH GUARD BETWEEN PREP SINK & 3 -COMP SINK. 21A VEGETABLE PREP SINK 1 UNIVERSAL 1/2" C.W. - 1/2" H.W. - (1) 1 1/2" DRAIN. PROVIDE STAINLESS STEEL SPLASH GUARD BETWEEN PREP SINK & 3 -COMP SINK. 21B 3 COMPARTMENT SINK FAUCET (Z842H1.0002) 1 - REFER TO PLUMBING DRAWINGS. G.C. TO PROVIDE BLOCKING 21C VEGETABLE SINK FAUCET (ZURN Z842H1 -15F) 1 - REFER TO PLUMBING DRAWINGS. G.C. TO PROVIDE BLOCKING 22 1 DOOR REFRIGERATOR 0 115V/60/1_5 amp -1/4 HP HOSHIZAKI RH1 -AAC 27.5" x 33.6" x82.5" 23 WALK -IN REFRIGERATOR I FREEZER COMBO (SEE PLAN) 1 208V -1 PH -13.4 AMPS -5/8 HP -WIRE TO J -BOX (FREEZER) 208V -1 PH -13.4 AMPS -5/8 HP -WIRE TO J -BOX ( REFRIG.) KOLPAK WALK -IN REFRIGERATOR: 6-0" x 6-0" KOLPAK WALK -IN FREEZER : 6-0" x 6 " -0" WALK -IN BOX DIMENSIONS: 6' -0" x 12' -0" x 8' -6" TALL w /INTERNAL RAMP & 36" TALL DIAMOND TREAD KICKPLATES ON BOTH SIDES OF DOORS. 23A METRO SEAL 3 SHELVING 3 - - 23B ELEC DOOR WALK -IN FREEZER 2 120V -9.29 AMPS -WIRE TO J -BOX - 23C DUNNAGE RACKS 3 - - 24 36" DP WIRE SHELVING UNITS 2 - - 24A 42" DP WIRE SHELVING UNITS 0 - - 24B 48" DP WIRE SHELVING UNITS 1 - - 24C 24" DP WIRE SHELVING UNITS 0 - - 24D 30" DP WIRE SHELVING UNITS 2 - - 24E 60" DP WIRE SHELVING UNITS 0 - 25 WINDOW/WALL COUNTER 0 - CORIAN TOP PROVIDED BY MIDWEST CABINET 25A FLOOR SUPPORT FOR WINDOW COUNTER 0 - POSTS PROVIDED BY KEC DESIGN 26 DISPLAY WALL SHELVES (14 "x48 ") 0 PROVIDE BLOCKING TO SECURE SHELVING UNITS SEE DETAIL 4/A4.0 FOR MOUNTING HEIGHTS. G.C. TO PROVIDE BLOCKING 26A DISPLAY WALL SHELVES (14 "x42 ") 5 PROVIDE BLOCKING TO SECURE SHELVING UNITS SEE DETAIL 4 /A4.0 FOR MOUNTING HEIGHTS. G.C. TO PROVIDE BLOCKING 26B DISPLAY WALL SHELVES (14 "x36 ") 0 PROVIDE BLOCKING TO SECURE SHELVING UNITS SEE DETAIL 4 /A4.0 FOR MOUNTING HEIGHTS. G.C. TO PROVIDE BLOCKING 27 ELECTRIC SLICER 1 120V - 6 AMPS -1/2 HP - CORD & PLUG - 28 PAPER TOWEL DISPENSER 1 - G.C. TO PROVIDE BLOCKING 29 SOAP DISPENSER 1 - G.C. TO PROVIDE BLOCKING 30 HIGH TABLE 30"0 2 - - 30A LOW TABLE 30"0 2 - ADA ACCESSIBLE TABLE 30B 24 "x24" HIGH TABLE 0 - 30C 24 "x24" LOW TABLE 0 - 30D 24 "x42" HIGH TABLE 0 - 30E 24 "x42" LOW TABLE 0 - 30F 24 "x144" COMMUNITY TABLE 0 REFER TO DETAIL 4/A9.0 31 BOOTH SEATING UNIT FOR 4 6 - 31A BOOTH SEATING UNIT FOR 2 0 - 31B BOOTH SEATING UNIT FOR 3 0 - 31C BOOTH SEATING UNIT FOR 6 0 32 BARSTOOLS 4 33 CHAIRS 6 - 34 CUNO #15 WATER FILTER 1 - G.C. TO INSTALL ICE FILTERS ON THE WALL ABOVE ICE MACHINE AS DIRECTED IN KEYNOTE 1, SHEET P2. G.C. TO PROVIDE BLOCKING 35 SOFFIT MOUNTED MENU BOARD 1 - G.C. TO PROVIDE BLOCKING 36 WALL MOUNTED MENU BOARD 1 PROVIDE BLOCKING SEE DETAIL 2 /A4.0 FOR MOUNTING HEIGHTS. G.C. TO PROVIDE BLOCKING 40 TRASH RECEPTACLE 2 - - 42 BATHROOM ACCESSORIES 0 REFER TO PLUMBING DRAWINGS & SHEET A5.0 G.C. TO PROVIDE BLOCKING 44 OUTDOOR MENU BOARD 0 120 VAC, 60 HZ, 2 AMPS G.C. TO PROVIDE BLOCKING 45 COMMUNITY TABLE LEG POST 0 PROVIDED BY KEC di BOTTOM OF CEILING @ 10' -6" A.F.F. PROVIDE SOLID 2X BLOCKING FOR ALL WALL MOUNTED SHELVING DESK SHELVING (A) 1/4"=1'-0" 5 A4.0 BOTTOM OF CEILING @ 10' -6" A.F.F. G.C. TO VERIFY DESK OPTION WITH OWNER PRIOR TO ORDERING EQUIPMENT. METRO DESK ALTERNATIVE. UNIT DOES NOT REQUIRE BACKING AT SHELVES METRO DESK SHELVING SYSTEM METRO DESK ALTERNATIVE (B) 6 1/4"=I-0" A4.0 GENERAL NOTES: 1) HAND SINKS, 3- COMPARTMENT & PREP SINKS, MOP BASIN AND PERMANENT COUNTERS AND CABINETS MUST BE SEALED TO FLOORS/ WALLS WITH A SILICON CAULK SEAL. 2) IF HAND SINKS HAVE SPRING - LOADED FAUCETS, THEY WILL RUN FOR A MINIMUM OF 15 SECONDS 3) FREEZER HEIGHT IS 8' -6" A.F.F. VERIFY CEILING HEIGHT TO BE A MINIMUM OF 11' -6" A.F.F. TO ACCOMMODATE TOP MOUNTED COMPRESSOR UNITS. REMOTE UNITS REQUIRE A MINIMUM 10' -0" A.F.F. CEILING HEIGHT. 4) SEE DETAIL ON SHEET COM -1 FOR PHONE /EQUIP INSTALLATION 5) THE MODULAR MILLWORK COMPONENTS ARE CONSTRUCTED OFF SITE BY AN APPROVED VENDOR AND ARE INSTALLED BY THE G.C. LOCATE MODULAR COMPONENTS AS INDICATED. 6) VERIFY SHEET SP -1 'NOTES FROM JIMMY JOHN'S CORPORATE' TO BE REFERENCED BEFORE PROCEEDING WITH ANY WORK! 7) MAXIMUM OCCUPANT LOAD SIGNAGE TO BE POSTED IN MAIN AREA. SIGNAGE TO BE PROVIDED BY FIRE DEPARTMENT. WALK -IN -BOX NOTES: 1) PROVIDE VAPOR PROOF FLUORESCENT LIGHTING IN COOLER & FREEZER 2) MAINTAIN AIR SPACE PER MFR.'S RECOMMENDATION 3) PROVIDE STAINLESS STEEL CLOSURE PIECES TO SEAL AIRSPACE BETWEEN WALL AND COOLERS. SEAL WITH CLEAR SEALANT. TYP. GENERAL NOTES 7 1/4"=V-0" A4.0 • BOOTH SEATING FOR (4): 6 BOOTHS = 24 SEATS • LOW TABLE SEATING UNIT: 2 TABLE = 6 SEATS • HIGH TABLE SEATING UNIT: 2 TABLE = 4 SEATS TOTAL = 34 SEATS 30 X 48" L J DENOTES ACCESSIBLE SEATING PROVIDE BELWITH P27115 -SC OR APPROVED EQUAL EMPLOYEE COAT HOOKS. MOUNT HALF AT 5' -4" A.F.F. & HALF AT 4' -0" A.F.F. PROVIDE BLOCKING IN WALL AS REQUIRED. r COOLER & FREEZER 103 STORAGE G.C. TO PLACE ICE MAKER /STORAGE BIN 5" FROM EACH WALL HAND SINK WITH SOAP & PAPER TOWEL DISPENSER 8" STAINLESS STEEL SPLASHGUARDS PROVIDE STAINLESS STEEL SPLASH GUARD BETWEEN PREP SINK & 3 -COMP SINK. CU zz 0 I- <z w 1- DINING A KITCHEN 1 PREP 101 SEE DETAIL 2/A4.0 FOR MOUNTING HEIGHT G.C. TO VERIFY LOCATION OF MENU BOARD DOES NOT INTERFERE WITH NEW THERMOSTAT LOCATION. VERIFY CONDITIONS IN FIELD PRIOR TO MOUNTING MENU BOARD DINING B NOTE: PUBLIC HEALTH - KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. NORTH REVIEWED FOR CODE COMPLIANCE APPROVED AUG %22011 City of Tukwila BUILDING DIVISION 0 s wco Zz7 = U rn O D >- O U) co D 'W 0) LLI ~ J LIJ 00 Z W • Z J O) '^^ I- I- Z Z LICJ W G G EL : D W LLJ Revisions A ISSUE FOR JJ REVIEW / \ 06/30/11 A ISSUE FOR PERMIT /LL REIVEW / \ 07/15/11 A A n n n CITY OF TUKWILA JUL 19 2011 PERMIT CENTER ARCH ITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA, WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By RC Checked By DR EQUIPMENT SCHEDULE 9 SEATING CAPACITY 8 EQUIPMENT PLAN A4.0 1/4"=1'-0" A4.0 1/4"=1'-0" A A2.0 Scale 1 /4 " =1' -0" Job No. Date 06/30/2011 11 -2100 Sheet No. A4.0 i B.O. STRUCTURE ±16-11" A.F.F TOILET SIGNAGE - G.C. TO PROVIDE PER CODE, SEE DETAIL 6/A5.0 (VERIFY PER CODE) A AA B.O. STRUCTURE ±16' -11" A.F.F TOILET SIGNAGE - G.C. TO PROVIDE PER CODE, SEE DETAIL 6/A5.0 B (VERIFY PER CODE) NOTE: BRICK IS TO EXTEND TO THE BOTTOM OF DECK SF -2 BRICK, GROUT W/ SF-3 TOP OF BULLNOSE @ 6-6" A.F.F. CT -6 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 COURSE RANDOM TILE MIX OF ALL THREE COLORS CT -2, CT -3 & CT -4 TYP. 1 1 1 rI 1 I 1 CT -1 TYP. NOTE: INSTALL DOUBLE LAYER OF DRYWALL BEHIND TILE SEE G FINISH DETAIL 7 <FF -4> RESTROOM EXTERIOR ELEV. 3/8 " =1' -0" (BULLNOSE AT TOP) TILE TO BE BUTTED TIGHT THEN GROUTED 5 COURSE RANDOM TILE MIX OF ALL THREE COLORS CT -2, CT -3 & CT -4 TYP. — NOTE ON GROUT COLOR: CT -5 GROUT FOR ALL WALL TILE (TYP. FOR CT -7, CT -6, CT -3, CT -2, CT -1) GROUT FOR ALL BASE TILE (TYP. FOR FF -4 & WB -1) RESTROOM INTERIOR WALL ELEVATION NOTE: PATCH & REPAIR EXISTING WALLS AS REQUIRED PRIOR TO INSTALLATION OF NEW FIXTURES & FINISHES. z Nft 0 j 1.0's WA Aw ,� 0 EXTERIOR RESTROOM ELEVATION JIMMY JOHN'S "CLASSY- CASUAL" WALL DECOR TEMPLATES RESTROOMS PLAN A 3/8 " =1' -0" A5.0 3/8 " =1' -0" A5.0 3/8 " =1' -0" A5.0 ADA SIGN 1/4" THICK SIGNS DADA ROOM IDENTIFICATION SIGN LATCH SIDE OF DOOR 0 Co GRADE 2 BRAILLE NOTES: 1. CHARACTERS & SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND 2. IDENTIFICATION SYMBOLS ARE TO BE MOUNTED ON WALL @ 60" A.F.F. 3. SYMBOLS ARE TO BE DISTINCTLY DIFFERENT FROM THE DOOR IN COLOR & CONTRAST 4. PROVIDE ROOM IDENTIFICATION SIGN ON LATCH SIDE OF DOOR LETTERS & NUMBERS ON SIGNS SHALL BE RAISED 1/32" MIN. & SHALL BE A MIN. OF 5/8" TALL. LETTERS SHALL BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE 5. LOCATE RAISED & BRAILLE CHARACTERS, SIGNS ON THE WALL NEAREST TO THE LATCH SIDE OF THE DOOR TOILET ACCESSORY SCHEDULE ACCESSORY MANUFACTURER MODEL NO. COLOR/ SIZE /REMARKS STYLE RECESSED TOILET PAPER DISPENSER BOBRICK #B -697 CUT OUT SIZE 11 3 /4 "W x 5 1/4"H x 3 3/8" D 1 SOAP DISPENSER BOBRICK #B -2112 2 RESTROOM FAUCET ZURN Z812B1 3 MIRROR @ TOILET LAVATORIES BOBRICK #B-165 1830 18" x 30" 4 ACCESSIBLE GRAB BARS BOBRICK 6806 SERIES 1 1/2 "0 x 42" LONG & 1 1/2 "0 x 30" LONG & LOCATED 35" TO TOP OF GRAB BAR ABOVE FINISHED FLOOR w/ NON -SLIP SURFACE. INSTALL ONE 1 1/2 "0 X 18" LONG GRAB BAR VERTICALLY. BOTTOM OF BAR TO BE A MIN OF 39" A.F.F. INSTALL PER PLAN ELEVATIONS. PROVIDE WALL SUPPORT BLOCKING TO ALLOW BARS TO SUPPORT 250 POUNDS OF FORCE APPLIED IN ANY DIRECTION. GRAB BAR MUST BE 1 1/2" CLEAR, FROM FINISHED FLOOR. 5 LAVATORY WALL HUNG ZURN Z5354 PROVDE FAUCET, ZURN MODEL #Z812B1 6 INSULATION TRUEBRO (800) 340-5969 HANDI LAV -GUARD INSULATE THE P -TRAP AND ANGLE VALVES w /FULLY MOLDED INSULATION KIT PER A.D.A.A.G. REQUIREMENTS. 7 WATER CLOSET (TANK TYPE) BOWL, ELONGATED WITH AQUAGUARD TANK LINER ZURN Z5560 SUPPLY FITTING - FLEXIBLE RISER & LOOSE KEY STOP, FLOAT & TRIP LEVER 8 SEAT ZURN #Z5955SS (OPEN FRONT CHECK HINGE) RECESSED PAPER TOWEL DISPENSER & WASTE RECEPTICLE BOBRICK #B -4369 CUT OUT SIZE 11 3/8"W x 26 5/8"H x 4" MIN. D 9 NOTE. ALL TOILET ACCESSORIES SHALL MEET ALL REQUIREMENTS OF THE A.D.A.A.G. ACCESSIBILITY GUIDELINES. NOTE: THERE ARE TO BE NO SUBSTITUTIONS ON ANY FIXTURES A B LU 1- U LLI -J J LL LU O 1— w U u_ ce CO CO z_ M // 3' -0" 6" amp 1 CD M C CD M 3' -4" 1' -0" 0) 3' -6" NOTES: LAVATORY MIRRORS TO BE MOUNTED SO THAT REFLECTING SURFACE IS 40" MAX. ABOVE THE FLOOR. PROVIDE FIRE TREATED WOOD BLOCKING AT ALL GRAB BAR LOCATIONS. HOT WATER AND DRAIN PIPES EXPOSED UNDER SINK MUST BE INSULATED TO PROTECT AGAINST CONTACT > -0J G d' (o c CO D .) n 3 r) u 4 Opkwaa • �5 0 �„ 0 a a c co (0 um OMNI U z N. W) as WOMEN'S RESTROOM ELEVATIONS. 3/8 " =1' -0" 3 A5.0 ADA SIGNAGE DETAIL TOILET ACCESSORY SCHEDULE 5 A5.0 A5.0 A B LU LU LU c 0 1— M 3' -0" 6" 8 1 C M 3' -4" 1' -0" 3' -6" O) REVIEWED FOR CODE COMPLIANCE APPROVED AUG 9 2 2011 City of Tukwila GILDING DIVISION z3-7 Revisions A ISSUE FOR JJ REVIEW / \ 06/30/11 A ISSUE FOR PERMIT /LL REIVEW / \ 07/15/11 A A. CHIPMAN WASHINGTON RECEIVED CITY OF TUKWILA JUL 19 2011 PERMIT CENTER ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA, WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By RC Scale AS NOTED Checked By DR Date 06/30/2011 MEN'S RESTROOM ELEVATIONS 3/8 " =1' -0" 4 A5.0 Job 11 -2100 Sheet No. A5.0 ci B.O. STRUCTURE dii B.O. STRUCTURE j 0 : sNIlVIY � Since 111 ji 1983 G V1METSSANDWN C'CS IP ±16-11" A.F.F. di PAINT LINE @ Iry 10'-6" A.F.F. '91 ±16-11" A.F.F. PAINT LINE @ PT-5 PT-5 PT-5 a,i IP 10'-6" A.F.F. 4> * 6---- <> dh JIMMY JOHN'S 16864 SOUTHCENTER PKWY. TU KWI LA, WA 98188 INTERIOR ELEVATIONS I/ I/ \\ \ ..-1\ \ // / /// / / 4> TRASH !il 7 i NN z I I j----, ,=r1=. ,==A=. J 1 , ....==. 1 Ill li I 33 0 0 TYP. 31 31 31 0 ® 6 31 30 0 0 -(32) 30A TYP. TYP. 0 0 TYP. INTERIOR ELEVATION 1 INTERIOR ELEVATION 2 1 /4"=1'-0" A6 0 1 /4"=1'-0" A6 0 c B.O. STRUCTURE MENU BOARD TO BE FINISH TRANSITION. CENTERED IN GOLD ANGLED B.O. iEE DETAIL 2/A4.0 ALIGN i B.O. STRUCTURE LIGN WITH SOFFIT PORTION OF SOFFIT IP ±16-11" A.F.F. 6\E' MENU BOARD TO BE P ±16-11" A.F.F. PAINT LINE @ G ." ,:, Architecture Inc_ iS5 N. hw k ahwa , 5: ite 40 006.3 - r,,, ���; Par �Ad�: li��nais ��. �46ti 1 PT-5 PAINT LINE @ PT-5 PT-5 PT-5 C41--Alk Ciiit■ C.41■11 PT-5 In 0 CENTERED IN GOLD ANGLED PORTION OF SOFFIT A IP 10-6" A.F.F. A B.O. SOFFIT • 1.. IV' 10'-6" A.F.F. B.O. SOFFIT 11 m m m mi ; .. m = m ■ r I) 6 •• * * SUPER SEAL 10 00 <> 0 0 * MENU BOARD 4> Illy T-6" A.F.F. - .0 ni■ fil=-71 0 , IF 76 A.F.F. 0 \ \ \ \\) \ ) / / // / 0 OPEN TO 4) .0 0 0 i —BEYOND 0 1•■ ,73.3 0 i Eliwi—_--6:1 , ii!NPJAIF ° 0 mr-it . el' --,... ,.. is -7 izzaill I .7.-: i W <> IP III <> 0 <> 0 <> • 11111 1111111 <> rr ■-py 11 Ill 1 IL 11111 il 0 ..**H / 00 FF-4 FF-4 0 0 Revisions A ISSUE FOR JJ REVIEW / \ 06/30/11 18 REFER TO FINISH TRANSITION. DETAIL 1/A9.0 ALIGN WITH SOFFIT . A ISSUE FOR PERMIT/LL REIVEW 07/15/11 A A A A A INTERIOR ELEVATION 3 INTERIOR ELEVATION 4 1 /4"=1'-0" . A6 0 1 /4"= 1 1-0" A6.0 A B.O. STRUCTURE A B.O. STRUCTURE A B.O. STRUCTURE di B.O. STRUCTURE V ±16-11" A.F.F. OPEN TO BEYOND l ±16.-11" A.F.F. IP ±16-11" A.F.F. SUPER SEAL 1 . it* ' 6" STENCIL V' ±16-11" A.F.F. 0 tizik HE.GIST_cRED .4 Cli i ,;;; A. CHIPMAN E OF-WASHINGTON* 1-1'S'i I RECEIVED CITY OF TUKWILA JUL 1 2011 PERMIT CENTER ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE PARED UNDER MY SUPERVISION AND THAT OF MY KNOWLEDGE, THE SAME COMPLY WITH REGULATIONS AND ORDINANCES OF TUKWILA, BEEN PRE- TO THE BEST ALL RULES, WA I tt), 6 0 0 0 0 CENTERED ON WALL PROVIDED BY OWNER, PAINT (PT-3) BY G.C. APPLICATION INSTRUCTIONS FOR SUPER SEAL FOUND IN JIMMY JOHNS BUILDOUT MANUAL. STENCIL PROVIDED BY OWNER, PAINT (PT-3) BY G.C. <> \ \ \ \ \ ) / / / / / / • \ \ \ \ \ ) / / / / / \ \\\ \ \ \ \ ) / / / / / TRASH , REVIEVVED FOR ' CODE COMPLIANCE APPROVED T ........ \ RELATING TO STRUCTURES AND BUILDINGS. ARCH ITECT J 40 ELEC. PANEL REFER AUG n 2 2011 .,,, BUILDING DIVISION b 1 1 ... ),..72,,---7 city of Tukwila Drawn By DR Checked By DR - TO ELEC. SHEETS FOR MORE INFO Scale 1/4"=1'-0" Date 06/30/2011 Job No. 1 1-2100 INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION INTERIOR ELEVATION 8 Sheet No. A6.0 1 /4"= 1 '-0" . A6 0 1 /4"= V-0" A6 0 1 /4"=1'-0" ._ A6 0 1 /4"=1'-0" . A6 0 di B.O. STRUCTURE 6,6 B.O. STRUCTURE 41111? EA ok 5 0 Qin W W MINI III.II 0 04 PS IN% .!I C-1 A W ! a 14 F�■ e 0 ,$ ,* 0 0 7 ±16'-11" A.F.F. PAINT LINE @ _ O ±16'-11" A.F.F. PAINT LINE © \ SEE DETAIL 5/A4.0 FOR SHELF MOUNTING INSTRUCTIONS @ MANAGER'S DESK. FINISH TRANSITION. VERIFY W /OWNER MANAGER'S DESK PT -5 J 1 PT -5 PT -5 ALIGN WITH WALL ALTERNATIVE FOUND AT 6/A4.0 LAY -IN CEILING 10' 6" A.F.F. 10'-6" B.O. SOFFIT @ w 10'-6" A.F.F. Ily 10' -6" A.F.F. @ 4 �� O O \ \ \ O 24D O O • 41, ID O 0 0 0 �� I O \ JIMMY JOHN'S 16864 SOUTHCENTER PKWY. TU KWI LA, WA 98188 INTERIOR ELEVATIONS vl° 7 =6" A. FFF.IT • ` 0 � ,/ f 7'-6" A.F.F. ,' OPEN �— BEYOND TO —� \ \ , \ :_\ ) /1 ® ` r i r L r � ��. - 1 1 I A I "—"' 1 �� 1 m 0 LI LI / I o B 0 II WI 14 —— �W� T L %, .. �_� "r �_�y . , 0 "4WB 4WB-1 WB -1 31 (31 \ -1 PROVIDE PVC CHASE 6 • Co • 0 PROVIDE BELWITH P27115 -SC OR TO SODA CABINET APPROVED EQUAL EMPLOYEE COAT HOOKS. PROVIDE BLOCKING IN WALL AS REQUIRED. INTERIOR ELEVATION 1 INTERIOR ELEVATION 2 1 /4 " =1' -0" A6.1 1 /4 " =1' -0" A6.1 SOFFIT AS STAINLESS STEEL PLAN & SPLASH GUARD. MIN. 16" HIGH B.O. STRUCTURE SEE DETAIL 4/A4.0 FOR SHELF MOUNTING INSTRUCTIONS LAY -IN CEILING COORDINATE HEIGHT @ BTM. OF W/ COOLER. (PROVIDE ACCESS PANEL REQUIRED FOR SERVICING). SEE LAY IN CEILING DETAIL 4 ON SHEET A2.1. FINISH TRANSITION. ALIGN WITH SOFFIT %� 0 a— t16' -11" A.F.F. s PAINT LINE @ b ! :.x: g s,`" b� w� 4„ 6, ' "" ` : fi'' = a E�3 £ia v . r PT -5 AI _ 10'-6" A.F.F. s B.O. SOFFIT A 10'-6" A.F.F. 0 14 C 10' -6" A.F.F. ..::.....: ... •III 11��1111 O 0 O I I I I \ I 1 I I ���� i% •0 MENU BOARD ..: 1 ±7 -6 A.F.F. �� r 1.. r _� 1 1 1 Q Zo II ® ° I -- I— /, / / < \ \ \ /, / / \ \ \ 0 ICE MAKER J/ ioa zip 0: o - f �' lia i■ ti; Eri -) I . . 0 — o c� IIL 40 ICE BIN = ~ y� ''II IIII I' n H STAINLESS STEEL 00 SPLASH GUARD. MIN. 16 HIGH " 23 •0 �' 0 •0 ®45 12 00 12 0 30A SEE DRIVER'S BOX DETAIL 21A9.0 FOR MOUNTING /FINISH INFO. BLOCKING AT DRIVER'S BOX TO SPAN FROM FLOOR TO CEILING ( ±10' -6 "). Revisions ISSUE FOR JJ REVIEW \ 06/30111 A ISSUE FOR PERMIT /LL REIVEW \ 07/15/11 A \ A A n A INTERIOR ELEVATION 3 INTERIOR ELEVATION 4 1 /4 " =1' -0" A6.1 1 /4 " =1' -0" A6.1 A.F.F. LAY -IN CEILING COORDINATE HEIGHT @ BTM. OF SOFFIT W/ COOLER. (PROVIDE ACCESS PANEL AS REQUIRED FOR SERVICING). SEE PLAN & DETAIL 4 ON SHEET A2.1. LAY -IN CEILING MOUNT @ 8 -0 1 RERISTEREp ARCHITECT �II a I#. CHIPMAN 9F WASHINGTON 6 "HS-11 RECEIVED CIT Y OF TUKWILA JUL 1 % i 1 PE RMIT CENTER ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA, WA RELATING TO STRUCTURES AND BUILDINGS. 0 © Sill E O O 1 ® 10' -6" A.F.F. : , 10' -6" A.F.F. O 0 X11 I E Q 0 .:.. MI ,1 r 1 I 1 _ I 1 1 , I I I I I I I I .17 REVIE WED F OR CODE COMPLIANCE APPROVED AUG 9 2 2011 • City of Tukwila BUILDING DIVISION " �_ 11 1 1 —! 1 =1 `1'11 - __ I1)♦I)♦1I PROVIDE PVC CHASE TO SODA CABINET ARCHITECT Drawn By RC Checked By DR Scale 1/4 " =1' -0" Date 06/30/2011 to4S I 1 Al.. 12.3 Job No. 11 -2100 INTERIOR ELEVATION 6 NOT USED 7 INTERIOR • 5 Sheet No. A6.1 1/4 " =1' -0" A6.1 N.T.S. A6.1 A6.1 SIGNAGE BY OTHERS UNDER SEPARATE PERMIT. REFER TO SIGN SHOP DRAWINGS FOR MORE INFO. VERIFY EXACT LOCATION OF SIGNAGE ON BUILDING WITH LANDLORD SIGNAGE UNDER SEPARATE PERMIT y 0 DS w S4 71 'au WA 0� ara 3° ,� 0 0 Z 0 O EXISTING EXTERIOR ELEVATION 1 1/4"=1-0" A7.0 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 9 2 2011 City of Tukwila BUILDING DIVISION 1 0. L 0 itzu u Ei Z U Revisions A ISSUE FOR JJ REVIEW \ 06/30/11 A ISSUE FOR PERMIT /LL REIVEW \ 07/15/11 A A A n n RECEIVED CITY OF TUKWILA JUL 1y2O11 PERMIT CENTER ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA, WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By GS Checked By DR Scale AS NOTED Date 06/30/2011 Job11 -2100 Sheet No. A7.0 > L_ 5 / / P // \ o ,// 1 . . . . EX STING STOREFRONT PROVIDE JIMMY TO REMAIN (TYP.) JOHN'S STENCIL EXTENT OF JIMMY JOHN'S SPACE SIGNAGE BY OTHERS UNDER SEPARATE PERMIT. REFER TO SIGN SHOP DRAWINGS FOR MORE INFO. VERIFY EXACT LOCATION OF SIGNAGE ON BUILDING WITH LANDLORD SIGNAGE UNDER SEPARATE PERMIT y 0 DS w S4 71 'au WA 0� ara 3° ,� 0 0 Z 0 O EXISTING EXTERIOR ELEVATION 1 1/4"=1-0" A7.0 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 9 2 2011 City of Tukwila BUILDING DIVISION 1 0. L 0 itzu u Ei Z U Revisions A ISSUE FOR JJ REVIEW \ 06/30/11 A ISSUE FOR PERMIT /LL REIVEW \ 07/15/11 A A A n n RECEIVED CITY OF TUKWILA JUL 1y2O11 PERMIT CENTER ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA, WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By GS Checked By DR Scale AS NOTED Date 06/30/2011 Job11 -2100 Sheet No. A7.0 8' -12" 2' -104' —\ 1 "- 4 g3 91" 93" COOKIES 2' -5" 93• B 2' -816 7' -88" • 2' -816 11 A TOP OF COUNTER - PLAN 1' 2' -5" TRU AIRE - STAMPED FACE TETURN AIR FILTER GRILLE - - MODEL 190 -18' X 24 t-878" PL -3 PL -2 C) LECTRICAL BOXES BY MWC C , M PL -3 O ,-, f�l z,, .o \ /1 Nil" 0 0 PL -3 • N 1' \ , , /\C _ PL-3 - M I N � \ -112" DRAWER PL -3 1111 • • DRAWER PL -3 • 11_" • n----, o \ \ - 28,' ' 1, Iiitt=n5N — 6,41 — o , — — ) d" / ' , , , ADJ. SHELF WHITE MELAMINE ADJ. SHELF VENT BASE FINISH BY OTHERS ZI' CO ANGLED �, 8- 16 1,-101, 21-3" 11-10-1-" 816 J, ANGLED J WHITE PVC OPEN 3• 4 3" 4 C PREP SIDE ELEVATION 8' -12' OVERALL TOP DIMENSIONS OPEN WHITE PVC BLACK MELAMINE OPEN TO FLOOR X81 813" 16 tiro ELECTRICAL BOXES BY MWC 1' -102" OPEN DEAD SPACE 2' -3" ELECTRICAL BOXES BY MWC 816 7' -88" TOP DIMENSIONS 111 B PLAN SECTION / 4B A8.0 2' -5" 1" O.H: PL -2 BLACK CABINET LINER 1" O.H. • 111 BLACK MELAMINE ADJ SHELVES • 111 BLACK PVC BLACK PVC 2' -3" 2' -1$" MOVABLE D PUBLIC SIDE ELEVATION 3,;u" 4 16 16 10' -7" PUBLIC SIDE 4' -0" PREP SIDE A PLAN OF WALL 10' -9" SEAM IN METAL LAM TOWARD THIS END- B PLAN OF TOP CAP C f 0 PL-3 0 0 PL -3 • • 111 1 • • • • nl0 CV M I N � / 4'I' 1' <h • • 1111 • • • • • 11_" • n----, o BLACK MELAMINE \ BLACK CABINET LINER 1" O.H. • 111 BLACK MELAMINE ADJ SHELVES • 111 BLACK PVC BLACK PVC 2' -3" 2' -1$" MOVABLE D PUBLIC SIDE ELEVATION 3,;u" 4 16 16 10' -7" PUBLIC SIDE 4' -0" PREP SIDE A PLAN OF WALL 10' -9" SEAM IN METAL LAM TOWARD THIS END- B PLAN OF TOP CAP C ELEVATION 1" 3" 4 PUBLIC SIDE k44 D ELEVATION u I CVO est \AM, Gfi$1NET CO., INC. NOTES: ALL NUMETAL 924 WAF IS TO BE INSTALLED WITH WAFFLE PATTERN RUNNING HORIZONTALLY WHERE PL -3 IS USED, CABINETS TO RECEIVE 3MM WHITE PVC EDGING. 1 112" HOLES FOR ELECTRICAL REMOVEABLE PANEL CLEAT ATTACHED TO REMOVABLE PANEL WHITE PVC TAPE E SECTION BLACK PVC TAPE STRAIGHT WALL - 10' -7" 3/4 " =1' -0" sti 2.5 m to to ul gler w 2, o WA is WI PM Z Ds 11.11111 H w Ell a 0 0 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 922011 City of Tukwila BUILDING DIVISION L.L W z O ,3 < F- Z O 0 Et 06 v, z Q / O I—a z O WJ Uw 4 ...... °5 4> T Vk Revisions A ISSUE FOR JJ REVIEW / \ 06/30/11 A ISSUE FOR PERMIT /LL REIVEW / \ 07/15/11 A A A A A NOT USED 2 314 " =1' -0" A8.0 A COUNTER SECTION WHITE 3mm C° EDGING EMPLOYEE SIDE WHITE — MELAMINE INTERIOR. (o WHITE PVC BASE FINISH BY OTHERS INTERIOR DRAWER DIMENSIONS: 21 -1/4: WIDE X 9 -3/4 DEEP X 2 -5/8 TALL METABOX - DIMINSIONS ARE 12 " DEEP X 20" WIDE X 3 8" TALL DRAWER MODEL # IS 320M2700C15 -WH DRAWER MOUNTED WITH ZSF1800 -R &L FRONT MOUNTING BRACKETS BLACK 3mm EDGING CUSTOMER SIDE C f 0 PL-3 0 0 PL -3 0 PL -3 0 7 3' -" 28 4' -0• 3' -28" / / / 5$' 4" / ELETRICAL BOXES CENTER IN PANEL AND CUTOUTS BY MWC / 4'I' 1' • • V ;,. • 11_" • n----, o A \ - 28,' ' 1, Iiitt=n5N — — o ,1.1--.2V \ — — ) — \ \ - WHITE PVC TAPE 10' -7" C ELEVATION 1" 3" 4 PUBLIC SIDE k44 D ELEVATION u I CVO est \AM, Gfi$1NET CO., INC. NOTES: ALL NUMETAL 924 WAF IS TO BE INSTALLED WITH WAFFLE PATTERN RUNNING HORIZONTALLY WHERE PL -3 IS USED, CABINETS TO RECEIVE 3MM WHITE PVC EDGING. 1 112" HOLES FOR ELECTRICAL REMOVEABLE PANEL CLEAT ATTACHED TO REMOVABLE PANEL WHITE PVC TAPE E SECTION BLACK PVC TAPE STRAIGHT WALL - 10' -7" 3/4 " =1' -0" sti 2.5 m to to ul gler w 2, o WA is WI PM Z Ds 11.11111 H w Ell a 0 0 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 922011 City of Tukwila BUILDING DIVISION L.L W z O ,3 < F- Z O 0 Et 06 v, z Q / O I—a z O WJ Uw 4 ...... °5 4> T Vk Revisions A ISSUE FOR JJ REVIEW / \ 06/30/11 A ISSUE FOR PERMIT /LL REIVEW / \ 07/15/11 A A A A A NOT USED 2 314 " =1' -0" A8.0 A COUNTER SECTION WHITE 3mm C° EDGING EMPLOYEE SIDE WHITE — MELAMINE INTERIOR. (o WHITE PVC BASE FINISH BY OTHERS INTERIOR DRAWER DIMENSIONS: 21 -1/4: WIDE X 9 -3/4 DEEP X 2 -5/8 TALL METABOX - DIMINSIONS ARE 12 " DEEP X 20" WIDE X 3 8" TALL DRAWER MODEL # IS 320M2700C15 -WH DRAWER MOUNTED WITH ZSF1800 -R &L FRONT MOUNTING BRACKETS BLACK 3mm EDGING CUSTOMER SIDE 7" 8 2' -4" B COUNTER SECTION -BLACK MELAMINE INTERIOR BLACK PVC BASE FINISH BY OTHERS C OR BETTER GRADE PLYWOOD BASE TYPICAL ‘I--= cn SIN 1 " k BACKER SHEET A TOP EDGE DETAIL SF -1 WHITE 3MM EDGING TYP. D TOP EDGE DETAIL Q-P N •-IN BACKER BACKER k 1 SHEET SHEET B TOP EDGE DETAIL C TOP EDGE DETAIL BLACK MELAMINE ALUMINUM 8' EDGE %" BLACK MELAMINE 2S 411111111,111i 11/I Q I i -4).%7 RECEIVED CITY OF TUKWILA JUL 19 2011 PERMIT CENTER ARCHITECT 1 HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA, WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By RC Checked By DR CASH COUNTER - PLANS & ELEVATIONS CASH COUNTER - SECTIONS 4 COUNTERTOP EDGES 3 Scale AS NOTED Job No. Date 06/30/2011 11 -2100 3/4 " =1' -0" A8.0 3/4 " =V -0" A8.0 3 " =1' -0" A8.0 Sheet No. A8.0 7.=71M—d111111...1=1 1y..E -1 •=1.•r N O -_,--i-: I • • V • 11_" • • Y287-3 A it Iiitt=n5N .21--,- ) ED = =l'' 7" 8 2' -4" B COUNTER SECTION -BLACK MELAMINE INTERIOR BLACK PVC BASE FINISH BY OTHERS C OR BETTER GRADE PLYWOOD BASE TYPICAL ‘I--= cn SIN 1 " k BACKER SHEET A TOP EDGE DETAIL SF -1 WHITE 3MM EDGING TYP. D TOP EDGE DETAIL Q-P N •-IN BACKER BACKER k 1 SHEET SHEET B TOP EDGE DETAIL C TOP EDGE DETAIL BLACK MELAMINE ALUMINUM 8' EDGE %" BLACK MELAMINE 2S 411111111,111i 11/I Q I i -4).%7 RECEIVED CITY OF TUKWILA JUL 19 2011 PERMIT CENTER ARCHITECT 1 HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA, WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By RC Checked By DR CASH COUNTER - PLANS & ELEVATIONS CASH COUNTER - SECTIONS 4 COUNTERTOP EDGES 3 Scale AS NOTED Job No. Date 06/30/2011 11 -2100 3/4 " =1' -0" A8.0 3/4 " =V -0" A8.0 3 " =1' -0" A8.0 Sheet No. A8.0 SF -1 D EDGE DETAIL 13" PAINT SLOT `-i WHITE 3/4" WHITE FOAMBOARD _■ S ■, ■ Mak SEE DETAIL D WHITE MELAMINE INTERIOR 12" PL -3 B SECTION NOTE: ALL NUMETAL 924 WAF IS TO BE INSTALLED WITH WAFFLE PATTERN RUNNING HORIZONTALLY PL -3 (B) C EDGE DETAIL 48" SIN 1" 24 4 EN LL • SEE DETAIL C 23" / 46" PL -3 OPENINGS BETWEEN DIVIDERS 516" OR EQUAL SPACING G.C. TO VERIFY: BLOCKING BEHIND DRIVERS BOX TO SPAN FROM FLOOR TO CEILING A FRONT ELEVATION 1/2" X 5" SLOT PL -3 1" x 4" PLYWD CROSS SUPPORTS FE PL -2 BLACK PVC F EDGE DETAIL 33" 1 584" ATTACH SCRIBE— BEFORE LAM BACK 1" SCRIBE SENT LOOSE 552" 1 "" LOOSE SCRIBE 74 NOTE: ALL PLYWOOD CONSTRUCTION co N PL -3 INTERIOR FINISH I• • i. . SEE DETAIL F 31" E SECTION PL -3 B PLAN SECTION 584" 4' O.H. 1 SF -1 4" O.H. co ,Z- / \ FINISHED 98. 91. 93„ 98. � (.1' 8" LOOSE SCRIBE 57" BASE FINISH BY OTHERS 421„ 2 le BASE FINISH BY OTHERS 57" — 1" LOOSE SCRIBE �' I I I I YY ` ^ !Y 1 "" LOOSE SCRIBE 74 NOTE: ALL PLYWOOD CONSTRUCTION co N PL -3 INTERIOR FINISH I• • i. . SEE DETAIL F 31" E SECTION PL -3 B PLAN SECTION 584" 4' O.H. D FRONT ELEVATION - PUBLIC SIDE 581 4 PUBLIC SIDE 1 SF -1 4" O.H. co ,Z- / \ FINISHED PL -2 —7 /7— PL -3 V 8" LOOSE SCRIBE 57" BASE FINISH BY OTHERS I le BASE FINISH BY OTHERS D FRONT ELEVATION - PUBLIC SIDE 581 4 PUBLIC SIDE A PLAN PL -3 PREP SIDE SF -1 1 SF -1 / A PLAN PL -3 PREP SIDE SF -1 C BACK ELEVATION - PREP SIDE PL -3 FE y z 0 Qen Gr j a_ u) ILL' go) I- z = U H 2 O J 9 co 0 w / Z 0 i- w J w z 0_ C/) wQ Z CO I-11 < O otS DRIVERS BOX 2 DRINK STATION COUNTER - ONLY BACK SIDE EXPOSED TO PUBLIC 1 1 " =1' -0" A9.0 1 " =1' -0" A9.0 GENERIC WHITE FORMICA TOP - LOWES, HOME DEPOT AMSEC BWB -2020 SAFE SHIM COUNTER WITH PLYWOOD TO LEVEL TOP WITH SAFE 0 0 STANDARD TWO- DRAWER FILE CABINET REVIEWED FOR CODE COMPLIANCE APPROVED AUG 9 2 2011 City of Tukwila BUILDING DIVISION Scale Date AS NOTED 06/30/2011 `,. Job No. 11 -2100 0 Revisions Revisions A ISSUE FOR JJ REVIEW 06/30/11 A ISSUE FOR PERMIT /LL REIVEW 07/15/11 RECEIVED CITY OF TI_IKIMLA JUL 19 2011 PERMIT CENTER ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE - PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA, WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By RC Checked By DR MANAGERS DESK 3 3/4 " =1' -0" A9.0 Sheet No. A9.0 FE / \ FINISHED PL -3 —id le\___ PL -3 V I I le BASE FINISH BY OTHERS 57" — 1" LOOSE SCRIBE �' C BACK ELEVATION - PREP SIDE PL -3 FE y z 0 Qen Gr j a_ u) ILL' go) I- z = U H 2 O J 9 co 0 w / Z 0 i- w J w z 0_ C/) wQ Z CO I-11 < O otS DRIVERS BOX 2 DRINK STATION COUNTER - ONLY BACK SIDE EXPOSED TO PUBLIC 1 1 " =1' -0" A9.0 1 " =1' -0" A9.0 GENERIC WHITE FORMICA TOP - LOWES, HOME DEPOT AMSEC BWB -2020 SAFE SHIM COUNTER WITH PLYWOOD TO LEVEL TOP WITH SAFE 0 0 STANDARD TWO- DRAWER FILE CABINET REVIEWED FOR CODE COMPLIANCE APPROVED AUG 9 2 2011 City of Tukwila BUILDING DIVISION Scale Date AS NOTED 06/30/2011 `,. Job No. 11 -2100 0 Revisions Revisions A ISSUE FOR JJ REVIEW 06/30/11 A ISSUE FOR PERMIT /LL REIVEW 07/15/11 RECEIVED CITY OF TI_IKIMLA JUL 19 2011 PERMIT CENTER ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE - PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA, WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By RC Checked By DR MANAGERS DESK 3 3/4 " =1' -0" A9.0 Sheet No. A9.0 DIVISION 1 - GENERAL I'EQUIItEMEN I S 1. THE WORK INCLUDES NEW TENANT IMPROVEMENTS IN AN EXISTING SPACE, PER SQUARE FOOT CALCULATIONS AS NOTED ON THE TITLE SHEET. CONTRACT WILL INCLUDE CONSTRUCTING WALLS AND CEILINGS FINISHES, DETAILS & SPECIFICATIONS. SECURE AND PAY FOR GOVERNMENT FEES, LICENSES AND PERMITS. 2. CONTRACTORS SHALL VISIT THE PREMISES WHILE BIDDING AND SHALL FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND THE REQUIREMENTS OF THE PROJECT PRIOR TO DEVELOPING THEIR BID. MATERIAL QUANTITIES SHALL BE BASED ON ACTUAL FIELD CONDITIONS AND MEASUREMENTS. DO NOT RELY ON SCALING PLANS FOR ACCURATE DIMENSIONING. 3. PRIOR TO BEGINNING THE WORK, VERIFY ALL EXISTING DIMENSIONS AND SQUARE CRAICTO FOpOOTpAgGRENS. NOTIFY THE OWNER AND ARCHITECT OF COMPLIANCE OR DISCREPANCIES, 4. CONT RSOSHAQLSTAKE CARETOTPROTECT AD EPOr AREAIS FROHt DU$T AND DAMAGE DURING THE CONSTRUCTION PROCESS, AND SHALL CLEAN UP AFTER THEMSELVES AT THE END OF EACH WORKING DAY. 5. ALL RUBBISH AND TRASH SHALL BE REMOVED FROM THE PREMISES AND PROPERLY DISPOSED OF EACH DAY. NO RUBBISH SHALL BE LEFT IN THE PREMISES AFTER WORK IS COMPLETED EACH DAY. 6. ALL DRAWINGS HEREIN CREATE AN ENTIRE PACKAGE. ALL TRADES SHALL BE RESPONSIBLE FOR REVIEWING THEIR RESPECTIVE REQUIREMENTS AND COORDINATING THEIR HIDDEN OR EXPOSED WORK WITH OTHER RELATED. TRADES. 7. COORDINATE ALL WORK OF THE VARIOUS TRADES AND SUBCONTRACTORS TO ASSURE EFFICIENT AND ORDERLY INSTALLATION. PROVIDE ACCOMMODATION FOR ITEMS INSTALLED AT A LATER DATE. VERIFY THAT CHARACTERISTICS OF ELEMENTS OF INTERRELATED OPERATING EQUIPMENT ARE COMPATIBLE; COORDINATE WORK OF VARIOUS SECTIONS WHICH HAVE INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING, CONNECTING TO, AND PLACING IN SERVICE, SUCH EQUIPMENT. COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL AND ELECTRICAL WORK AND FIRE SPRINKLER SYSTEM WHICH ARE INDICATED, DETAILED, OR IMPLIED DIAGRAMMATICALLY ON DRAWINGS. 8. UNLESS SPECIFICALLY NOTED, PROVIDE AND PAY FOR LABOR, MATERIALS AND EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY, AND OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF WORK, INCLUDING PERMITS. UTILITIES SHALL BE PROVIDED BY OWNER. 9. GENERAL CONTRACTOR SHALL PURCHASE AND MAINTAIN INSURANCE COVERAGE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LANDLORD AND THE TENANT. VERIFY AND COORDINATE WITH THE TENANTS PROJECT MANAGER, ANY ADDITIONAL REQUIREMENTS. 10. FURNISH ALL REQUIRED TEMPORARY FACILITIES AND ALL TEMPORARY UTILITIES IMMEDIATELY AFTER RECEIPT OF NOTICE TO PROCEED FOR USE IN CONVENIENCE OF 11. HALL CONTRACTORS MUST STAY BEHIND THE BARRIERS AND MAINTAIN ACCESS TO SUCH AREAS CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS. FAILURE TO MAINTAIN CLEAN STOREFRONT WILL RESULT IN BUILDING MANAGEMENT HAVING SUCH MATERIALS AND DEBRIS REMOVED AND ALL CHARGES FOR MAINTENANCE WILL BE BILLED TO GENERAL CONTRACTOR. 12. COORDINATE ALL CONSTRUCTION AND SCHEDULING WITH THE BUILDING MANAGER REVIEWING ALL SCHEDULED ACTIVITIES AT OUTSET OF CONSTRUCTION. 13. ALLOWABLE TOLERANCES - UNLESS OTHERWISE NOTED OR INDICATED. THE FOLLOWING TOLERANCES SHALL APPLY TO ALL WORK: A. ALL VERTICAL SURFACES SHALL BE PLUMB OR CONSTRUCTED TO THE EXACT SLOPES OR ANGLES INDICATED. B. THE MAXIMUM DEVIATION FROM THE TRUE PLANE FOR VERTICAL AND HORIZONTAL SURFACES SHALL NOT BE GREATER THAN 1/8" IN 10' -0" AS MEASURED BY A STRAIGHT EDGE PLACED ANYWHERE ON THE SURFACE C. ALL HORIZONTAL SURFACES SHALL BE LEVEL OR CONSTRUCTED TO THE EXACT ANGLE INDICATED OR INTENDED. D. WALL AND SOFFIT INTERSECTIONS SHALL BE 90° OR THE EXACT ANGLE INDICATED OR INTENDED. E. ALL CORNERS AND EDGES SHALL BE STRAIGHT AND TRUE WITHOUT DENTS, WAVES OR BULGES OR OTHER BLEMISHES. F. ALL JOINTS SHALL BE TIGHT, STRAIGHT, EVEN AND SMOOTH. ALL OPERABLE ITEMS SHALL OPERATE SMOOTHLY WITHOUT STICKING OR BINDING AND WITHOUT EXCESSIVE "PLAY" OR LOOSENESS. 14. THE FOLLOWING MATERIALS SHALL BE LEFT AT JOBSITE. THEY SHALL BE TAKEN FROM THE SAME MATERIAL, LOT OR RUN USED TO CONSTRUCT AND FINISH THE PROJECT: A. ONE FULL QUART OF EACH PAINT COLOR IN A CLEAN, TIGHTLY CLOSED CAN, AND CLEARLY MARKED. B. SIX CERAMIC FLOOR TILES FREE FROM NICKS, SCRATCHES OR CRACKS. C. ONE -HALF BAG OF TILE GROUT. MATERIALS SHALL BE LEFT IN ONE LOCATION UPON OWNER'S REPRESENTATIVE'S DIRECTION AND APPROVAL. 15. THE OWNER OR THE OWNER'S SUBCONTRACTORS MAY OCCUPY PORTIONS OF THE PROJECT DURING THE FINAL STAGE OF CONSTRUCTION. COORDINATE AND COOPERATE WITH THE OWNER TO MINIMIZE CONFLICT AND FACILITATE THE OWNER'S OPERATION. 16. ALL DIMENSIONS AND FINISHES SHALL BE VERIFIED AND COORDINATED WITH EXISTING CONDITIONS PRIOR TO CONSTRUCTION, FABRICATION, OR PURCHASING. IN CASE OF CONFLICT BETWEEN THE PROJECT REQUIREMENTS AND /OR EXISTING CONDITIONS, THE ONE HAVING THE MOST STRINGENT REQUIREMENTS SHALL GOVERN, AS APPROVED BY THE OWNER. 17. PERFORM ALL WORK IN ACCORDANCE WITH ACCEPTABLE TRADE PRACTICE TO INSURE THE HIGHEST QUALITY FINISHED PRODUCT, EXPRESSED OR IMPLIED. PERFORM ALL WORK BY SKILLED MECHANICS IN ACCORDANCE WITH ESTABLISHED STANDARDS OF WORKMANSHIP IN EACH OF THE VARIOUS TRADES. 18. COORDINATE BLOCKING REQUIREMENTS WITH ADJACENT OR RELATED TRADES, ACCESSORIES, EQUIPMENT AND FIXTURES INSTALL REQUIRED BLOCKING AT NO ADDITIONAL COST TO THE CONTRACT. 19. REPAIR PROPERTY DAMAGE BY THE INSTALLERS TO A LIKE NEW CONDITION OR REPLACE DAMAGED SURFACE AND MATERIALS OF THE PREVIOUSLY INSTALLED WORK BY OTHER TRADES, INSTALLERS AND SUBCONTRACTORS. 20. WHERE REQUESTED BY THE OWNER TO CERTIFY CONFORMANCE TO TRADE STANDARDS OR THE PROJECT REQUIREMENTS, THE CONTRACTOR SHALL ENLIST A TESTING LABORATORY AT THE OWNER'S COST. IF THE REQUESTED TEST SHOWN NON- CONFORMANCE TO GENERALLY ACCEPTED TRADE STANDARDS OR THE PROJECT REQUIREMENTS, THE CONTRACTOR SHALL CORRECT THE DEFICIENCY AT NO ADDITIONAL COSTS TO THE OWNER AND REIMBURSE ALL THE COSTS OF THE TESTING TO THE OWNER, UNLESS THE CONTRACTOR HAS USED PRODUCTS INCORRECTLY LABELED BY THE MANUFACTURER OR HAS MADE PREVIOUSLY APPROVED CHANGES. 21. PROVIDE SECURITY OF THE WORK, INCLUDING TOOLS AND UNINSTALLED MATERIALS. PROTECT THE WORK, STORED PRODUCTS, CONSTRUCTION EQUIPMENT AND OWNER'S PROPERTY FROM THEFT AND VANDALISM AND THE PREMISES FROM ENTRY BY UNAUTHORIZED PERSONNEL UNTIL ACCEPTANCE BY OWNER. 22. MAINTAIN AN ACTIVE FIRE EXTINGUISHER AT THE PROJECT. 23. DO NOT USE MATERIAL OR EQUIPMENT FOR ANY PURPOSE OTHER THAN THAT FOR WHICH IT IS SPECIFICALLY DESIGNED OR SPECIFIED. ALL MATERIALS AND EQUIPMENT THAT ARE SIMILAR SHALL BE THE SAME TYPE, MODEL AND STYLE FOR THE SAME USE THROUGHOUT THE PROJECT OR THEY SHALL BE REJECTED. 24. WHEN THE PROJECT REQUIREMENTS REQUIRE THAT THE INSTALLATION OF WORK SHALL COMPLY WITH MANUFACTURER'S INSTRUCTIONS, PERFORM THE WORK IN STRICT ACCORDANCE WITH THE MOST CURRENT WRITTEN MANUFACTURER'S INSTRUCTIONS. 25. ALL PRODUCTS AND EQUIPMENT SHALL BE DELIVERED IN UNDAMAGED CONDITION AND STORED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS TO AVOID DISRUPTION OF THE WORK OR DAMAGE TO THE ITEMS. REPLACE DAMAGED OR UNFIT MATERIALS, AT NO COST TO THE OWNER. 26. NOTIFY THE OWNER WHEN THE WORK IS SUBSTANTIALLY COMPLETE AND READY FOR INSPECTION. UPON INSPECTION, PROVIDE WRITTEN OPERATION AND MAINTENANCE INSTRUCTIONS AND GUARANTEES FOR ALL EQUIPMENT AND MATERIALS INSTALLED. PROVIDE WRITTEN GUARANTEES FOR A PERIOD OF ONE (1) EAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK. ) 27. PROVIDE FINAL CLEAN -UP AND DAMAGE REPAIR AT THE PROJECT CONCLUSION. LEAVE THE PREMISES NEAT, CLEAN AND CLEAR OF TOOLS, EQUIPMENT AND SURPLUS MATERIALS, UNLESS REQUESTED BY THE OWNER. CLEAN -UP SHALL INCLUDED AND NOT BE LIMITED RTO: MINGG TTHH TI SPACE B. REPAIR VACUUMING OF PROPERTY DAMAGED DURING FINAL COMPLETION OF THE PROJECT. DIVISION 2 - DEMOLITION / BUILDING ALTERATIONS 1. THE WORK MAY INCLUDE DEMOLITION OF EXISTING CONSTRUCTION, REMOVAL OF VARIOUS ITEMS OF EQUIPMENT AND CONSTRUCTION, AND THE CUTTING OR ALTERATION OF EXISTING CONSTRUCTION AS SHOWN. NOTED OR IMPLIED ON THE DRAWINGS. CONTRACTOR SHALL DETERMINE AND INVENTORY ALL NECESSARY DEMOLITION AND ALTERATION OF ITEMS TO PROVIDE FOR A COMPLETE INSTALLATION OF NEW WORK. ALL COSTS OF REMOVAL REPAIR OR REPLACEMENT SHALL BE INCLUDED IN THE BID. ADDITIONAL COSTS FOR DEMOLITION OF ITEMS HIDDEN OR INACCESSIBLE DURING THE BIDDING PHASE, SHALL BE SUBMITTED FOR APPROVAL PRIOR TO BEGINNING THE WORK. 2. AT ALTERED CONSTRUCTION REPAIR CUT EDGES, REPLACE CONSTRUCTION. AND FIT NEW TO EXISTING CONSTRUCTION TO MATCH EXISTING WORK, MAKE JOINTS OF NEW AND EXISTING PATCHES VERY SMOOTH, EVEN AND PRACTICALLY INVISIBLE. COORDINATE ALL REPLACEMENT AND REPAIR REQUIREMENTS WITH LANDLORDS CONSTRUCTION CRITERIA AND TENANTS COORDINATOR. 3. SAW CUT CONCRETE ON GRADE WITH DIAMOND SAW; JACKHAMMERING WILL NOT BE PERMITTED EXCEPT WITH THE EXPRESSED WRITTEN APPROVAL OF THE LANDLORD. CUT IN ACCURATELY LOCATED STRAIGHT LINES AND BREAK OUT SECTIONS. FLOOR MAY BE CORE DRILLED WHERE APPROPRIATE FOR INSTALLATION OF PIPES AND SIMILAR ITEMS. COORDINATE ALL CORE LOCATIONS AND SLAB MODIFICATIONS WITH LANDLORDS STRUCTURAL ENGINEER. WHERE EXISTING PIPING AND OTHER SIMILAR ITEMS ARE UNDER EXISTING SLABS, EXERCISE CARE TO PROTECT FROM DAMAGE EXERCISE CARE WHEN CUTTING ADJACENT TO EXISTING WALLS TO AVOID DAMAGE TO WALLS IF DAMAGED, REPAIR AS REQUIRED TO ORIGINAL CONDITION. DO NOT CUT SUSPENDED SLAB EXCEPT AS NOTED ON DRAWINGS. 4. DOORS AND FRAMES: IF DOORS AND FRAMES ARE TO BE REUSED ON THE WORK, CAREFULLY REMOVE DOOR FROM FRAMES AND REMOVE FRAMES FROM OPENING, TAKING CARE TO AVOID DAMAGE REMOVE HARDWARE, CLEAN REFURBISH, AND STORE FOR REINSTALLATION WHERE INDICATED FOR DOORS AND FRAMES TO BE SALVAGED, CAREFULLY REMOVE FROM OPENING AND DELIVER FOR STORAGE WHERE INDICATED. 5. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE. PROVIDE AND PLACE BRACING AND SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE, AS DETERMINED BY G.C. ENLISTED STRUCTURAL ENGINEER. ASSUME LIABILITY FOR SUCH MOVEMENT, SETTLEMENT DAMAGE OR INJURY. 6. ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES WITHIN AREAS AFFECTED BY DEMOLITION. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES. WHERE APPLICABLE, LOCATE SPRINKLER SHUT -OFF VALVE AND SMOKE ALARM PRIOR TO COMMENCING WORK; COORDINATE REQUIRED MODIFICATION WITH LANDLORD. 7. CAREFULLY REMOVE MATERIALS AND EQUIPMENT WHICH ARE INTENDED TO BE REUSED. STORE IN A SECURE LOCATION. REMOVE DEBRIS, REFUSE AND MATERIALS BEING DEMOLISHED IMMEDIATELY FROM THE SITE. 8. ERECT AND MAINTAIN WEATHERPROOF AND DUSTPROOF CLOSURES AND PARTITIONS TO PREVENT WEATHER DAMAGE OR SPREAD OF DUST, FUMES AND SMOKE TO OTHER PARTS OF THE BUILDING, IN ACCORDANCE WITH GUIDELINES AND STIPULATIONS OF LOCAL AUTHORITIES & LANDLORD. 9. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. 10. REPAIR ALL DEMOLITION IN EXCESS OF THAT REQUIRED AT NO COST TO THE OWNER. 11. REMOVE FROM SITE CONTAMINAT ED VERMIN INFESTED OR DAN GEROUS MATERIALS ENCOUNTERED; DISPOSE OF BY SAFE MEANS TO PROTECT HEALTH OF WORKERS AND PUBLIC. DIVISION 3 - CONCRETE REPAIR AND REPLACEMENT 1. WORK INCLUDES PATCHED, DEMOLISHED SLAB AND CERAMIC TILE, IF ANY; FILLING AND LEVELING JOINTS AND CRACKS; AND FILLING ABANDONED ELECTRICAL BOXES AND ANY HOLES GREATER THAN 1/2 ". 2. USE RAECO -LITH r -35 AS UNDERLAYMENT FOR PATCHING OR APPROVED EQUAL MIX SHALL BE TWO PARTS - MORTAR MIX AND LATEX BINDER MIX AND INSTALL PER MANUFACTURER'S LATEST WRITTEN AND RECOMMENDED DIRECTIONS. DIVISION 4 - UNIT MASONRY EXISTING BRICK (NOT USED) 1. RELATED DOCUMENTS DRAWINGS AND SPECIFICATIONS APPLY TO THIS WORK. 2. JOB CONDITIONS PROTECT WOOD FLOOR FROM MOISTURE. 3. REPAIR, POINTING AND CLEANING ALL MASONRY UNITS SHALL BE REPAIRED, REPOINTED AND CLEANED BEFORE ACCEPTANCE. USE COMMERCIAL CLEANING MATERIAL "SURE KLEAN 600" DETERGENT GENERAL- PURPOSE CLEANER FOR BRICK, APPLY PER MANUFACTURERS PRINTED SPECIFICATIONS. DRY BRUSH AT END OF EACH DAYS WORK. 3. REPAIR, POINTING AND CLEANING ALL MASONRY UNITS SHALL BE REPAIRED, REPOINTED AND CLEANED BEFORE ACCEPTANCE. USE COMMERCIAL CLEANING MATERIAL "SURE KLEAN 600" DETERGENT GENERAL - PURPOSE CLEANER FOR BRICK, APPLY PER MANUFACTURERS PRINTED SPECIFICATIONS. DRY BRUSH AT END OF EACH DAYS WORK. REAL BRICK - THIN BRICK 1. RELATED DOCUMENTS DRAWINGS AND SPECIFICATIONS APPLY TO THIS WORK. MFG. - GLEN -GERY BRICK CALEDONIA PLANT 5692 RINKER ROAD P.O. BOX 398 CALEDONIA, OH 43314 (419) 845 -3321 SIZE - MODULAR (1/2" X 2 1/4" X 7 5/8 ") STRETCHER AND CORNER UNITS WITH A PAPERCUT FINISH THAT MEETS ASTM C1088, GRADE EXTERIOR, TYPE TBS STANDARDS, SPECIAL ORDER SIZES ARE AVAILABLE UPON REQUEST. COLOR - MILWAUKEE (1ST CHOICE) STRATFORD (2ND CHOICE) OLDE DETROIT (3RD CHOICE) APPLICATION (TCA W242) - ADHESIVE THIN SET AS RECOMMENDED BY SUPPLIER. THE WALL SYSTEM MUST BE RIGID. DEFLECTION MUST NOT BE GREATER THAN L /360 AND, PREFERABLY, LESS THAN L /600. IF THE WALLS ARE WET, THE SOURCE OF THE WATER MUST BE DISCOVERED AND ELIMINATED. WALLBOARD SHOULD BE SECURELY ANCHORED. REMOVE ALL WALLPAPER, LOOSE PASTE OR PAINT AND LAMINATES. SAND PAINTED OR GLOSSY SURFACES. WASH WALLS TO REMOVE DIRT AND DUST. REPAIR ANY DAMAGED AREAS. FOLLOW THE DIRECTIONS PROVIDED BY THE MANUFACTURERS OF BOTH THE ADHESIVE AND THE MORTAR FOR MIXING AND CURING TIMES. APPLY ADHESIVE WITH A 5/32" V- NOTCHED TROWEL. SMOOTH ANY PRONOUNCED RIDGES WITH A PUTTY KNIFE. DO NOT APPLY MORE ADHESIVE ON THE WALL THAN CAN BE USED IN 20 TO 30 MINUTES OR WHILE ADHESIVE IS STILL WET AND TACKY. SPACE BRICKS 3/8" APART. BEAT THE BRICKS FIRMLY INTO POSITION WITH A BEATING BLOCK OR RUBBER MALLET. ALL EDGES MUST BE SEALED WITH ADHESIVE SO THAT THERE ARE NO VOIDS BETWEEN THE BRICKS AND THE WALL. ALLOW ADHESIVE TO CURE PRIOR TO POINTING THE BRICKS. JOINTS MUST BE FREE OF DIRT, DEBRIS OR SPACERS. SPONGE WIPE DUST AND DIRT FROM BRICK FACES. PRESS THE MORTAR INTO JOINTS WITH A GROUT BAG SO THAT THEY ARE FULL AND FREE OF PITS AND VOIDS. TOOL JOINTS WHEN RECOMMENDED BY MORTAR MANUFACTURER. USE A MASONRY JOINT TOOL, SCREWDRIVER OR OTHER SUITABLE IMPLEMENT. KEEP THE JOINTING TOOL CLEAN AND DAMP. RECOMMENDED CLEANING CLEANING IS MUCH EASIER IF CARE IS TAKEN DURING APPLICATION TO AVOID SMEARING MORTAR ON THE FACES OF THE THIN BRICKS. SPECIAL GROUT RELEASE CHEMICALS MAY BE APPLIED TO THE THIN BRICKS BEFORE THE JOINTS ARE FILLED TO MAKE CLEANING EASIER. USING A GROUT BAG TO FILL THE JOINTS WITH MORTAR INSTEAD OF PUSHING THE MORTAR IN WITH POINTING TROWEL MAKES CLEANING MUCH EASIER. WATER MAY BE USED TO REMOVE MUCH OF THE MORTAR BEFORE IT HAS SET. REMOVE CEMENTITIOUS MORTARS ACCORDING TO GLEN - GERY'S "RECOMMENDED CLEANING PROCEDURES AND SOLUTIONS" FOR THIN BRICKS. PROCEDURES VARY DUE TO COLOR AND TEXTURE. REMOVE OTHER MORTARS ACCORDING TO MANUFACTURER'S INSTRUCTIONS. DO NOT SATURATE THE SURFACE OR SMEAR THE MORTAR. NEVER USE MURIATIC ACID, WIRE BRUSHES OR OTHER ABRASIVE METHODS TO CLEAN THIN BRICKS. DIVISION 6 - WOOD AND PLASTICS 1. ROUGH CARPENTRY A. PROVIDE ROUGH LUMBER AND PLYWOOD IN STANDARD DIMENSIONS. MOISTURE CONTENT NOT MORE THAN 19 %, WITH THE INDICATION OF "S -DRY" ON THE GRADE STAMP. B. ALL LUMBER IS TO BE GRADE STAMPED AND IS TO CONTAIN GRADING AGENCY, MILL NUMBER OR NAME, GRADE OR LUMBER SPECIES OR SPECIES GROUPING COMBINATION DESIGNATION, RULES UNDER WHICH GRADED, WHERE APPLICABLE. C. LUMBER SHALL BE PROTECTED FROM THE ELEMENTS UNTIL SUCH TIME IT IS USED IN CONSTRUCTION. D. INSTALL ROUGH CARPENTRY WORK TO COMPLY WITH APPLICABLE CODE STANDARDS UNLESS OTHERWISE INDICATED. FOR SHEATHING UNDERLAYMENT AND OTHER PRODUCTS NOT COVERED IN ABOVE STANDARDS, COMPLY WITH RECOMMENDATIONS OR MANUFACTURER OF PRODUCT INVOLVED FOR USE INTENDED. SET CARPENTRY WORK TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB AND TRUE AND CUT TO FIT. E. SECURELY ATTACH CARPENTRY WORK TO SUBSTRATES AND SUPPORTING MEMBERS USING FASTENERS OF SIZE THAT WILL NOT PENETRATE MEMBERS WHERE OPPOSITE SIDE WILL BE EXPOSED TO VIEW OR RECEIVE FINISH MATERIALS. INSTALL FASTENERS WITHOUT SPLITTING WOOD, FASTEN PANEL PRODUCTS TO ALLOW FOR EXPANSION AT JOINTS UNLESS OTHERWISE INDICATED. F. PROVIDE WOOD FRAMING MEMBERS OF SIZE AND SPACING INDICATED. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN SUPPORTS. FIRESTOP CONCEALED SPACES WITH WOOD BLOCKING NOT LESS THAN 2" THICK, IF NOT BLOCKED BY OTHER FRAMING MEMBERS. PROVIDE BLOCKING WHERE REQUIRED FOR ANCHORAGE OF CASE WORK, ACCESSORIES, AND ELSEWHERE AS REQUIRED. 2. PROVIDE ALL NECESSARY ROUGH HARDWARE IN SIZES AND QUANTITIES REQUIRED BY LOCAL CODE OR APPROVED BY ARCHITECT. 3. USE FINISH OR CASING NAILS FOR EXPOSED WORK; USE TYPE "S" TRIM HEAD SCREWS FOR ATTACHMENT OR WOOD TRIM TO METAL STUDS, RUNNERS OR FURRING. 4. RELIEVE BACKS OF WOOD TRIM; KERF BACKS OF MEMBERS MORE THAN 5" WIDE AND 1" NOMINAL THICKNESS; EASE ALL EXTERNAL CORNERS. 5. INSTALL LAMINATES ONLY WHEN RECEIVING SURFACES ARE IN A SATISFACTORY CONDITION FOR INSTALLATION. 6. USE ADHESIVES RECOMMENDED BY THE MANUFACTURER FOR THE PARTICULAR APPLICATION: INSTALL IN ACCORDANCE WITH MANUFACTURERS MOST CURRENT PRINTED APPLICATION INSTRUCTIONS. 7. PROTECT FROM DAMAGE BY OTHER TRADES WORKING ADJACENT TO THE INSTALLATION. REPLACE DAMAGED SURFACES. 8. REMOVE EXCESS ADHESIVE AND CLEAN SURFACES USING MANUFACTURER'S RECOMMENDED SOLVENT AND CLEANING PROCEDURES. 9. FILL IN ALL SEAMS WITH MANUFACTURERS APPROPRIATE COLOR SEAM COMPOUND. 10. INSTALL WOODS AND PLASTICS IN CONFORMANCE WITH DETAILS, WITH THE FOLLOWING CONSIDERATIONS AND REQUIREMENTS: A. INSTALL ALL MATERIAL WITH TIGHT JOINTS. B. MITER CASINGS, MOLDING, BASE AND STOREFRONT LAMINATED OR PAINTED MDF PANELS C. ALL RUNNING TRIM ONE (1) PIECE UP TO 10' - 0 ". MATCH GRAIN AND COLOR PIECE -TO PIECE. D. USE FINISH NAILS EXCEPT WHERE SCREWS ARE SPECIFICALLY CALLED FOR OR WHERE SCREWS DO NOT SHOW. E. SET FASTENERS FOR PUTTYING. F. WHERE SCREW ATTACHMENT REQUIRED, SPACE SCREWS AT EQUAL INTERVALS; SINK AND PUTTY IN FINISH WOOD SURFACES. G. ALL MEMBERS AND LINES LEVEL AND PLUMB. H. SELECT AND CUT MATERIAL TO EXCLUDE DAMAGED, MARKED, OR DEFECTIVE AREAS. I. FINISH EXPOSED SURFACES SMOOTH, FREE FROM TOOL AND MACHINE MARKS. J. EASE ALL EXPOSED WOOD EDGES 1/8" MINIMUM RADIUS. K. INSTALL FIRE RATED DOORS IN ACCORDANCE WITH REQUIREMENTS OF NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) RECOMMENDATIONS. L. NON -COMB. FIRE TREATED WOOD BEARING FACTORY IMPREGNATED STAMP SHALL BE USED FOR ALL WOOD FRAMING MEMBERS OF EXPOSED WOOD FINISHES TO BE FIRE RETARDANT TREATED UNLESS NOTED OTHERWISE. DIVISION 7 - SEALANTS AND CAULKING/ ROOF PATCHING AND SOUND ATTENUATION BATT INSULATION 1. PROVIDE NON -SAG SEALANT COMPLYING WITH REQUIREMENTS OF FEDERAL SPECIFICATIONS TTS -1543 OR FS TT -S 230 TYPE "II ", CLASS "a ". PROVIDE ACOUSTICAL SEALANT WHICH SHALL BE NON- HARDENING, NON- DRYING SYNTHETIC RUBBER SEALING COMPOUND WITH MINIMUM 90% SOLIDS. USE AT ALL INTERIOR JOINTS AT INNER SECTIONS BETWEEN PLANES. AROUND DOOR AND WINDOW FRAMES PRIMER SHALL BE MADE OR RECOMMENDED BY SEALANT MANUFACTURER FOR THE SPECIFIC CONDITIONS AND SUBSTRATES. 2. PROVIDE BACKING MATERIAL BY DOW "ETHAFOAM" OR APPROVED EQUAL. APPLY SEALANT OVER BACKING TO UNIFORM THICKNESS IN CONTINUOUS BEADS FILLING ALL JOINTS AND VOIDS SOLID. SUPERFICIAL POINTING WITH THE SKIM BEAD WILL NOT BE ACCEPTED. 3. ALL SURFACES SHALL BE ADEQUATELY CLEANED AND PREPARED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS PRIOR TO INSTALLATION. 4. FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SCAFFOLDING I UI, E FORA OIST_DGSHEj1 ET N ETA WORK AND RELATED ITEMS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. (NOTE: REFER TO DRAWINGS FOR ITEMS APPLICABLE TO THE PROJECT) ALL MATERIALS INCLUDING FELTS, COMPOSITION FLASHING, BITUMEN, ROOF INSULATION, VAPOR RETARDER, (IF ANY), AGGREGATE SURFACING OR OTHER COATING, ETC. IS TO BE COMPATIBLE W /EXIST. ROOFING SYSTEM TO COMPLETE THE PATCHING OF THE EXIST. ROOF COORDINATE THIS WORK WITH OTHER TRADES INVOLVED TO AVOID DELAYS AND TO INSURE A SATISFACTORY AND WATERTIGHT INSTALLATION. INSTALL ALL REQUIRED MATERIALS IN A PROPER MANNER TO INSURE A WATERTIGHT AND WEATHERPROOF INSTALLATION. 5. SOUND ATTENUATION BATT INSULATION PROVIDE "OWENS CORNING" SOUND ATTENUATION BATT INSULATION AT ALL PERIMETER WALLS OR TOILET ROOMS FULL HEIGHT OF WALLS. INSULATION SHALL BE 3 112" THICK FRICTION FIT INSTALLATION FOR 24" STUD SPACING. CUT AS REQUIRED FOR UTILITIES IN WALLS. DIVISION 8 - WOOD AND HOLLOW METAL DOORS AND FRAMES 1. PROVIDE WELDED METAL DOOR FRAMES AT ALL G.C. PROVIDED DOORS, AS DETAILED FREE FROM SCALE AND PITTING AND OTHER SURFACE DEFECTS, UNLESS OTHERWISE NOTED. 2. PROVIDE HOLLOW METAL DOOR AS REQUIRED ON PLANS CONSTRUCTED WITH THE FOLLOWING MATERIAL A. MINIMUM 18. GA. FOR FACE SHEETS OF INTERIOR DOORS. B. 16 GA, FOR EDGE CHANNELS. C. MINIMUM 22 GA. FOR FACE STIFFENERS. D. MINIMUM 16. GA. FOR INTERIOR FRAMES. 3. PROVIDE DOORS OF SIZES AND TYPES INDICATED ON DRAWINGS, FULLY WELDED SEAMLESS CONSTRUCTION WITH NO VISIBLE SEAMS OR JOINTS ON FACES OR VERTICAL EDGES; THICKNESSES AS SCHEDULED ON DRAWINGS. 4. FACE STIFFENERS, EDGES AND HARDWARE REINFORCEMENT SHALL BE THE HIGHEST QUALITY WORKMANSHIP AND MATERIALS. PROVIDE IN ACCORDANCE WITH BEST TRADE PRACTICE AND MANUFACTURERS WRITTEN RECOMMENDATIONS FOR THE USE INTENDED. 5. PROVIDE CUSTOM MADE WELDED UNITS WITH INTEGRAL TRIM; SIZES AND SHAPES AS INDICATED ON DRAWINGS; FABRICATE UNITS SQUARE, TRUE AND FREE FROM DEFECTS. 6. HARDWARE REINFORCEMENT AND ANCHORS (ERECTION, FLOOR AND JAMB) SHALL BE AS REQUIRED FOR A SECURE INSTALLATION AND SHALL BE IN ACCORDANCE WITH TRADE REQUIREMENTS FOR THE SPECIFIED HARDWARE AND INTENDED USE. 7. AFTER FABRICATION, DRESS, FILL AND SAND EXPOSED SURFACES, BODY -PUTTY HOLES AND IMPERFECTIONS. APPLY UNIFORM COAT OF MANUFACTURERS STANDARD PRIME COAT TO ALL EXPOSED SURFACES. LEAVE READY TO RECEIVE FINISH PAINTING. 8. INSTALL FRAMES IN ACCURATE LOCATIONS AS INDICATED ON DRAWINGS. INSTALL RIGID, PLUMB, LEVEL AND TRUE. ALIGN WITH ADJACENT CONSTRUCTION. SECURE FLOOR ANCHORS TO FLOOR CONSTRUCTION WITH APPROVED TYPE MECHANICAL FASTENINGS: ANCHOR TO ADJOINING WALLS WITH SPECIFIED ANCHORS. BRACE FRAMES TO RETAIN POSITION AND CONTINUOUSLY CHECK ALIGNMENT DURING CONSTRUCTION OF ADJACENT WALLS. ADJUST FRAME LOCATIONS AS NECESSARY USING SHIMS BEFORE FASTENING. LEAVE READY TO RECEIVE SEALANT WHERE INDICATED ON DRAWINGS. 9. INSTALL WOOD DOORS, FRAMES, AND TRIM. SIZES AND THICKNESS AS SCHEDULED ON THE DRAWINGS. 10. PREPARE DOORS FOR FINISH HARDWARE. OBTAIN TEMPLATES FROM HARDWARE MANUFACTURER AND CONFIRM TYPE, LOCATION, AND SPECIAL REQUIREMENTS OF HARDWARE FOR EACH DOOR PRIOR TO CUTTING. 11. HANG DOORS AS SCHEDULED ON DRAWINGS, IN ACCURATE LOCATIONS WITH 1/8" CLEARANCE AT TOPS AND 3/8" CLEARANCE AT BOTTOM, UNLESS SPECIFICALLY NOTED FOR "UNDERCUTS" OR OTHER DEVIATIONS IN FIT. VERIFY CLEARANCES REQUIRED FOR CARPETING AND MAKE NO JOBSITE FIT IN CUTS UNLESS APPROVED. HANG PAIRS OF DOORS AS SPECIFIED WITH 3/32" CLEARANCE AT MEETING EDGES. DEMONSTRATE THAT DOORS OPEN FREELY WITHOUT BINDING, AND WHEN CLOSED, WILL LATCH PROPERLY. DIVISION - 9 FINISHES METAL SUPPORT SYSTEM (WALL STUDS) 1. PROVIDE CHANNEL - SHAPED ROLL FORMED SHEET STEEL MEMBERS CONFORMING WITH ASTM C645 -00, HOT DIPPED FINISH WHERE EXPOSED TO MOISTURE NOT LESS THAN 20 GAUGE PROVIDE 16 GAUGE AT DOOR JAMBS AND AT STOREFRONT. 2. PROVIDE COLD, ROLLED STEEL CHANNELS NOT LESS THAN 16 GAUGE. 3. PROVIDE ROLL HAT - SHAPED CHANNELS MINIMUM 25 GAUGE, 7/8" DEEP WITH 1/2" HEMMED EDGES. HOT DIPPED FINISH WHERE NOTED. 4. INTERIOR WALL CONNECTIONS TO EXIST. STRUCTURE ABOVE REFER TO DRAWINGS. 5. PROVIDE JACK STUDS BETWEEN BOTTOM TRACK AND WINDOW AND /OR RELIEF SILLS BETWEEN LINTELS AND HEADERS IN TOP TRACKS. 6. PROVIDE BLOCKING AND FRAMING FOR ALL WALL MOUNTED FINISH HARDWARE AND EQUIPMENT, INCLUDING DOOR STOPS. 7. SET FLOOR TRACKS IN ACCURATE LOCATIONS AND SECURELY ANCHOR IN ACCORDANCE WITH ASTM STANDARDS. ERECT STUDS ON 16" OR 24" (AS INDICATED) CENTERS AND SECURE TO TRACK. INSTALL HEAD TRACK IN ACCORDANCE WITH DETAILS. INSTALL BLOCKING, BRACING, AND ANCHOR STRIPS. LEAVE READY TO RECEIVE FINISH MATERIALS. 8. ERECT ALL COMPONENTS FOR CEILING AND SOFFIT FRAMING IN ACCURATE LOCATIONS AS INDICATED. TRUE TO LINE, LEVEL AND PLUM, AND IN ACCORDANCE WITH APPLICABLE ASTM STANDARDS AS REFERENCED ABOVE, USING A LASER LEVEL. ADJUST SUPPORTS, SPANS OR OTHERWISE FOR INSTALLATION WITHIN SPECIFIED TOLERANCES. 9. PROVIDE KICK BRACING IN ACCORDANCE WITH INDUSTRY STANDARDS FOR WALL STUDS, CEILING MEMBER, DRAFT OR SMOKE STOPS AND CURTAIN WALLS. FIBER REINFORCED PANELS (FRP) 1. ALL PANELS SHALL HAVE A CLASS 1 FLAME - SPREAD CLASSIFICATION INDEX OF LESS THAN 25. ALL PANELS SHALL BE MOISTURE RESISTANT AND SHALL NOT RUST OR CORRODE. PROVIDE ALL TRIM AND ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION AS INDICATED AND SPECIFIED HEREIN. COLOR OF PANELS, TRIM AND ACCESSORIES SHALL BE WHITE. 2. FOLLOW MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES FOR ALL PREFINISHED PANEL AS SCHEDULED. 3. PANELS SHALL BE INSTALLED IN A VERTICAL POSITION IN FULL LENGTH UNITS. 4. APPLY RECOMMENDED ADHESIVE TO BACK OF PANEL TO PROVIDE 100% COVERAGE WITH V- NOTCH SPREADER. MITER CUT MOLDINGS AND TRIM PIECES AT CORNERS AND INTERSECTIONS AS REQUIRED TO PROVIDE SMOOTH TRANSITION. 5. UPON COMPLETION OF WORK, SURFACES OF PANELS AND COMPONENTS SHALL BE CLEANED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND LEFT FREE FROM DEFECTS, COMPONENTS THAT ARE DAMAGED OR IMPROPERLY INSTALLED SHALL BE REMOVED AND REPLACED WITHOUT ADDITIONAL COST TO THE OWNER. PAINTING 1. PROVIDE PAINT FINISHES FOR BUILDING AND OTHER SURFACES AS SCHEDULED ON DRAWINGS OR AS SPECIFIED HEREINAFTER INCLUDING SEALING OF CONCRETE FLOOR NO PAINT FINISH IS REQUIRED ON ITEMS HAVING COMPLETE FACTORY FINISH, EXCEPT AS MAY BE SPECIFIED HEREINAFTER; PUTTY AND /OR SEALANT AT ALUMINUM WINDOWS; NON- FERROUS METAL UNLESS SPECIFICALLY MENTIONED IN THE FINISH SCHEDULE; STAINLESS STEEL; INTERIOR OR EXTERIOR OF EXISTING BUILDING, EXCEPT WHERE ALTERATIONS OCCUR OR WHERE SCHEDULED. PAINT GRILLES AND DIFFUSSERS. NO PAINTING IS REQUIRED FOR INSULATED PIPING, EXCEPT WHERE EXPOSED IN FINISH, NON- MECHANICAL ROOM SPACES. 2. PROTECT WORK OF OTHER TRADES FROM DAMAGE AND DEFACEMENT CAUSED BY THIS WORK. REPAIR ANY DAMAGE CAUSED BY THE WORK OF THIS SECTION. REMOVE ELECTRICAL OUTLET AND SWITCH PLATES, MECHANICAL DIFFUSSERS, GRILLES, ESCUTCHEONS, REGISTERS, SURFACE HARDWARE, FITTING, AND FASTENINGS PRIOR TO COMMENCING THE WORK. STORE CLEAN AND REPLACE UPON COMPLETION. 3. PAINT CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR IF ANY SURFACE TO BE PAINTED OR STAINED IS FOUND TO BE UNSUITABLE TO PRODUCE PROPER FINISH. AAgP�PILYF NO T FINRISH MATERIAL UNTIL THE UNSUITABLE SURFACES HAVE BEEN MADE 4. FINISH WORK SHALL BE UNIFORM, OF APPROVED COLOR, SMOOTH AND FREE FROM RUNS. MAKE ENDS OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN. WHERE HIGH GLOSS ENAMEL IS USED, LIGHTLY SAND UNDERCOAT TO OBTAIN A SMOOTH FINISH COAT. 5. PROVIDE ALL NEWLY PAINTED SURFACES WITH (1) COAT TINTED PRIMER AND (2) COATS FINAL COLOR COAT, UNLESS OTHERWISE RECOMMENDED BY MANUFACTURERS SPECIFICATIONS. 6. DELIVER ALL PAINT TO JOBSITE IN UNOPENED CONTAINERS BEARING THE MANUFACTURER'S PAINT EDB 7. PA TYPE UED SHALL BEE THO E SPECIFICALLY RECOMMENDED BY THE MANUFACTURER FOR THE MATERIAL TO WHICH THEY WILL BE APPLIED. PAINTING CONTRACTOR SHALL FOLLOW MANUFACTURERS INSTRUCTIONS FOR PROPER APPLICATION OF THE PAINT. 8. ALL SURFACES TO BE PAINTED SHALL BE THOROUGHLY CLEANED AND PREPARED FOR PAINTING PRIOR TO APPLICATION OF PAINT. PROVIDE VENTILATORS AS REQUIRED TO PREVENT BUILD -UP OF FUMES. 9. SANDPAPER ALL NEW WOOD TO SMOOTH AND EVEN SURFACE AND DUST OFF. AFTER PRIMING COAT HAS BEEN APPLIED, THOROUGHLY FILL ALL NAIL HOLES AN OTHER SURFACE IMPERFECTIONS WITH PUTTY TINTED WITH PRIMER OR STAIN TO MATCH WOOD COLOR. SAND ALL WOODWORK BETWEEN COATS TO A SMOOTH SURFACE. 10. BACK PRIME ALL EXTERIOR AND INTERIOR WOOD AND TRIM PRIOR TO INSTALLATION. THOROUGHLY CLEAN SURFACES AND APPLY NO FINISH UNLESS SURFACES ARE DRY AND READY FOR APPLICATION. SANDPAPER SURFACES OF TRIM SMOOTH AND WIPE CLEAN. AFTER STAIN COAT HAS BEEN APPLIED, FILL CRACKS AND HOLES WITH PLASTIC WOOD OR PUTTY. IF STAIN HAS BEEN USED, TINT CRACK FILLER TO MATCH; PRIME BACKS OF TRIM, PRIME BARE WOOD SCHEDULED TO RECEIVE PAINT FINISH; FINISH NAIL HOLES, CRACKS AND OTHER IMPERFECTIONS WITH PUTTY AND SAND SMOOTH. 11. AT COMPLETION, TOUCH -UP AND RESTORE FINISH WHERE DAMAGED AND LEAVE ALL SURFACES IN GOOD AND CLEAN CONDITION. PROVIDE FOR MULTIPLE SITE VISITS AS REQUIRED FOR TOUCH -UP AND REFINISHING. 12. OTHER PAINT MANUFACTURER'S MAY NOT BE SUBSTITUTED WITHOUT APPROVAL OF 13. A�FIN��ISH INTERIOR SURFACES, AS SCHEDULED ON DRAWINGS, EXCEPT AS MODIFIED AND SUPPLEMENTED HEREINAFTER AND UPON WRITTEN OWNER APPROVAL. IN GENERAL, USE EGSHELL FOR ALL INTERIOR FINISHES WITH THE EXCEPTION OF THE OF THE CEILING, WHICH SHOULD BE FLAT. PLEASE REFER TO SHEET A -3 FOR COMPLETE FINISH SCHEDULE PAINTING - SPECIALTY (SUPER SEAL) 1. OWNER TO SUPPLY STENCIL FOR SUPER SEAL LOGO. CONTRACTOR TO COORDINATE EXACT PLACEMENT OF LOGO WITH DRAWINGS AND JIMMY JOHN'S CONSTRUCTION MANAGER PRIOR TO APPLICATION. CONTRACTOR TO APPLY STENCIL TO BRICK SURFACE TAKING CARE TO PRESS FIRMLY INTO MORTAR JOINTS SO AS NOT TO ALLOW FOR ANY OVERSPRAY BEHIND STENCIL DURING PAINT APPLICATION. ONCE STENCIL HAS BEEN PLACED CONTRACTOR SHALL APPLY PAINT TO EXTENT INDICATED ON DRAWINGS, USING SPRAY EQUIPMENT. 2. UPON COMPLETION OF PAINT APPLICATION CAREFULLY REMOVE STENCIL FROM BRICK SURFACE. 3. IN AN EFFORT TO PROVIDE AN AGED APPEARANCE, CONTRACTOR SHALL WIRE BRUSH ENTIRE SUPER SEAL LOGO BEING CAREFUL NOT TO COMPLETELY REMOVE NEWLY PAINTED FINISH. CONTRACTOR MUST NOTIFY JIMMY JOHN'S CONSTRUCTION MANAGER ONE WEEK PRIOR TO THIS FINAL STEP TO INSURE PROPER APPEARANCE. GYPSUM WALL BOARD 1. PROVIDE GYPSUM WALL PANELS MANUFACTURED IN ACCORDANCE WITH REQUIREMENTS OF ASTM C36/C36M -01. 2. PROVIDE TYPE "X" FIRE RETARDANT GYPSUM WALL BOARD PANELS 5/8" THICK, TESTED AND QUALIFIED FOR 1 -HOUR RATING, TAPERED AND ROUNDED AT EDGES AS INDICATED ON DRAWINGS. 3. PROVIDE METAL EDGE AND CORNER BEADS AT ENDS, EDGES AND CORNERS. 4. WATER RESISTANT GYPSUM WALL BOARD SHALL BE 1/2" THICK, QUALIFIED FOR 1- HOUR RATING, TAPERED AND ROUNDED EDGES AND BE INSTALLED IN ALL WET AREAS AS INDICATED ON DRAWINGS. 5. FOR CONTROL JOINTS, PROVIDE U.S. GYPSUM #093 OR APPROVED EQUAL. INSTALL IN LOCATIONS AS RECOMMENDED BY INDUSTRY STANDARDS AND IN COMPLIANCE WITH U.S. GYPSUM STANDARDS. 6. PROVIDE FASTENERS IN ACCORDANCE WITH ASTM C1002 -01; UNLESS OTHERWISE NOTED OR INDICATED, PROVIDE TYPE BUGLE HEAD SCREWS FOR ATTACHMENT OF WALL BOARD TO METAL FRAMING, AND TYPE 'S' PAN HEAD SCREWS FOR ATTACHMENT OF FRAMING TO DOOR FRAMES. 7. PROVIDE ALL INCIDENTAL AND ACCESSORY MATERIALS, TOOLS, EQUIPMENT, AND METHODS REQUIRED FOR SATISFACTORY COMPLETION OF GYPSUM WALL BOARD CONSTRUCTION INCLUDING ACCESS DOORS AND PANELS. 8. APPLY CONTINUOUS BEAD OF SEALANT AT ALL JOINTS OF WALL BOARD ABUTTING ADJACENT CONSTRUCTION, INCLUDING AROUND FRAMED OPENINGS AND OTHER PROTRUSIONS THROUGH WALL BOARD. WHERE SEALANT IS EXPOSED, PROVIDE POLY - SULFIDE SEALANT; WHERE UNEXPOSED, PROVIDE ACOUSTIC SEALANT. 9. APPLY PRE -FILL COMPOUND TO JOINT IN ACCORDANCE WITH INDUSTRY STANDARDS. APPLY EMBEDDING COMPOUND REINFORCING TAPE CENTERED OVER JOINT; APPLY SKIM COAT. AFTER TAPING AND EMBEDDING COMPOUND IS DRY, APPLY SECOND COAT FILLING AND TAPER FLUSH WITH SURFACE; NO SECOND COAT REQUIRED AT INTERIOR ANGLES. FIRE TAPE PENETRATIONS AT DEMISING WALLS, CORRIDOR ENVELOPE AND OTHER RATED ASSEMBLIES. 10. PROVIDE FINAL FINISH THAT IS SMOOTH, WITHOUT DIVOTS, BUMPS, BOWS OR ANY OTHER SURFACE BLEMISH, READY TO RECEIVE PAINT. TILE 1. INSTALL TILE IN AREAS INDICATED . USE ADHESIVES AND APPLY ONLY AS RECOMMENDED BY MANUFACTURER AND IN ACCORDANCE WITH INDUSTRY STANDARDS. 2. INSTALLERS MUST BE SPECIALISTS WITH A MINIMUM OF TWO (2) YEARS EXPERIENCE. 3. ALL INSTALLATION SHALL CONFORM TO THE LATEST APPLICABLE TILE COUNCIL OF AMERICA AND ANSI STANDARDS. 4. DO NOT COMMENCE INSTALLATION UNTIL SUBSTRATE HAS BEEN MADE SUITABLE FOR TILE INSTALLATION. 5. REVIEW ALL AREAS TO RECEIVE TILE FLOORING (PRIOR TO SUBMITTING ESTIMATE) TO DETERMINE THE REQUIRED EXTENT OF SUBFLOOR PREPARATION. 6. SET AND LGROUT gTILE �WHEN AMBIENT TEMPERATURE IS AT LEAST 50 AND RISING. 7. CLEAN METALNAND ROM AND CONCRETE FLOORS, REMOVING ALL FOREIGN MATTER AND CONTAMINANTS SUCH AS GREASE, OIL, DUST, WATER, SURFACE DIRT, OLD SEALANTS OR GLAZING COMPOUNDS AND PROTECTIVE COATINGS. METAL SHALL BE CLEANED BY MECHANICAL OR SOLVENT PROCEDURES. 8. INSTALL TILE TO CONCRETE SUBSTRATE PER TCA STANDARD F113 -89 WITH TIGHTLY BUTTED JOINTS, TO PATTERN INDICATED IN THE DRAWINGS, OR AS SPECIFIED BY OWNER. VERIFY LAYOUT AND CUTS WITH PROJECT MANAGER PRIOR TO COMMENCEMENT OF WORK. CUT TILE AT WALL INTERSECTIONS FOR CONCEALMENT BY BASE WHERE APPLICABLE. VARY MORTAR THICKNESS, AS NECESSARY, TO ACCOMMODATE VARIATION IN THE TILE THICKNESS. 9. CLOSE AREAS IN WHICH TILE IS BEING PLACED TO TRAFFIC AND OTHER WORK. DEEP AREA CLOSED UNTIL TILE IS FIRMLY SET. PROTECT FLOORING FROM DAMAGE. REPLACE DAMAGED TILE AT NO ADDITIONAL COST TO OWNER. 10. INSTALL TILE TO WOOD SURFACES AND ALUMINUM GLAZING CHANNEL AND METAL BASE WITH DOW CORNING 795 SILICONE BUILDING SEALANT. BEADS AT 6" ON CENTER MAXIMUM. 11. GROUT FLUSH WITH TILE EDGES. WIPE TILES WITH CHEESE CLOTH INSTEAD OF SPONGE. 12. DAMP CURE PER MORTAR AND GROUT MANUFACTURERS RECOMMENDATIONS. BASE 1, INSTALL TILE BASE IN TOILETS AS SCHEDULED. VERIFY WITH HEALTH CODE REQUIREMENTS. 2. PROVIDE JOB MITERED INSIDE AND OUTSIDE CORNERS PER DRAWING DETAILS FOR ALL CONDITIONS. 3. USE ADHESIVES ONLY AS RECOMMENDED BY THE MANUFACTURER OF THE MATERIAL TO WHICH IT IS APPLIED. 4. CAREFULLY INSPECT ALL SURFACES TO RECEIVE BASE PRIOR TO INSTALLATION. REPAIR DAMAGED SURFACES PRIOR TO INSTALLATION. 5. UPON COMPLETION, IMMEDIATELY REMOVE ALL SURPLUS ADHESIVE FROM ADJACENT SURFACES, IN ACCORDANCE WITH THE TIMING RECOMMENDED BY THE MANUFACTURER, USING MATERIALS RECOMMENDED FOR THAT PURPOSE BY THE MANUFACTURER. GLASS AND GLAZING 1. PROVIDE TEMPERED GLASS, GRAD "B ", STYLE #1, TYPE "1 ", QUALITY 03, 1/2" THICK, UNLESS OTHERWISE NOTED. ALL GLASS TO BE CLEAR GLASS. 2. ALL GLASS EDGES SHALL BE GROUND SMOOTH AND POLISHED. 3. GENERAL GLASS SHALL BE q3 IN ACCORDANCE WITH FEDERAL SPECIFICATIONS DD -G- 451 AND FGMA GLAZING MANUAL. 4. STOREFRONT GLASS SHALL BE AS REQUIRED FOR THE SIZES AND CONDITIONS DETAILED FRAME SECTION SHALL BE EXPOSED WHERE INDICATED. FRAME FINISH SHALL BE FACTORY MILL FINISH. REFER TO ELEVATION PLAN FOR TYPE OF FINISH COLOR. 5. PROVIDE RESILIENT NEOPRENE BLOCKS 70 TO 90 SHORE A DUROMETER HARDNESS AND RESILIENT ACCESSORIES DESIGNED FOR POSITIONING GLASS IN RABBETS. 6. PROVIDE CLIPS ON NON- CORROSIVE METAL WITH ROUNDED EDGES DESIGNED FOR CONTACT BLOCKS, NOT GLASS. 7. PROVIDE STANDARD PREFORMED GLAZING TAPE, STANLOCKE 400, TRIMCO 440, OR APPROVED. 8. PROVIDE NON- SHRINKING ELASTROMERIC TAPER WHERE REQUIRED. 9. USE SILICONE SEALANT DOW #795 OR GE SILPRUF, CLEAR, OR APPROVED EQUAL. USE ONLY IF REQUIRED BY LOCAL BUILDING CODES, OTHERWISE ALL STOREFRONT GLASS SHALL HAVE A 1/4" VERTICAL CLEAR SPACE BETWEEN GLASS PANELS. 10. ALL EDGES, DRILLED HOLES AND NOTCHES SHALL BE FACTORY CUT AND /OR FACTORY FORMED, TOUCH -UP "RAW" EDGES TO MATCH FRAME. 11. INSTALL IN ACCORDANCE WITH FGMA RECOMMENDATIONS UNLESS NOTED OTHERWISE. 12. VERIFY THAT FRAMES TO RECEIVE GLAZING ARE SQUARE AND TRUE, THAT PERIMETER CLEARANCES ARE SUFFICIENT TO PREVENT "POINT LOADING ", AND THAT SURFACES ARE CLEAN, DRY AND READY TO RECEIVE GLAZING MATERIALS, REMOVE ALL PROTECTIVE COATING FROM FRAMING SURFACES. 13. CENTER GLASS IN RABBETS AND POSITION SO AS TO MAINTAIN CLEARANCES ON ALL SIDES, INDOORS AND OUT, IN ACCORDANCE WITH FGMA RECOMMENDATIONS. SHIM AS REQUIRED TO POSITION AGAINST FIXED STOPS AND FRAME BARS. 14. SET ALL EXTRUSIONS IN CORRECT LOCATIONS AS SHOWN IN THE DETAILS. THEY SHALL BE LEVEL, FLUSH SQUARE PLUMB AND IN ALIGNMENT WITH OTHER WORK. 15. UPON COMPLETION, REMOVE ALL EXCESS SEALANT AND MATERIALS FROM SURFACES; WASH AND CLEAN ALL GLASS FRAMING MEMBERS. 16. WHERE ALUMINUM ITEMS ARE TO BE ERECTED AND IN CONTACT WITH DISSIMILAR MATERIALS, PROVIDE CONTACT SURFACES WITH COATING OF AN IMPROVED ZINC CHROMATE PRIMER IN MANNER TO OBTAIN NOT LESS THAN 1.0 MIL DRY FILM THICKNESS. SUSPENDED CEILING SYSTEM 1. PROVIDE HOLD DOWN CLIPS WITH UL CLASSIFICATION LABEL. 2. WORK INCLUDED: PROVIDE SUSPENDED CEILING SYSTEM WHERE SHOWN ON THE DRAWINGS. AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION. 3. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THIS SECTION. 4. DO NOT BEGIN INSTALLATION IN ANY AREA UNTIL SUFFICIENT MATERIALS ARE ON THE JOBSITE TO COMPLETE THE WORK OF THIS SECTION IN THAT AREA. 5. PROVIDE THE MANUFACTURERS HEAVY DUTY SUSPENSION SYSTEM, COMPLYING WITH REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, AND AS APPROVED BY THE ARCHITECT, 6. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL INSTALLATION, AS SELECTED OF THE ARCHITECT. 7. EXAMINE THE AREA AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED CORRECT CONDITIONS ARE DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 8. EXCEPT AS MODIFIED BY REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, INSTALL THE WORK OF THIS SECTION IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION RECOMMENDATIONS AS APPROVED BY THE ARCHITECT. 9. PROVIDE LATERAL BRACING AS REQUIRED BY PERTINENT CODES AND REGULATIONS. SECURE LATERAL BRACING TO STRUCTURAL MEMBERS. SECURE AT RIGHT ANGLES TO THE DIRECTION OF THE PARTITION AND FOUR -WAYS IN LARGE CEILING AREAS. 10. MAKE ALL FINISHED SURFACES LEVEL, OR TRUE TO PLANE WHERE PLANE IS DESIGNED TO BE OTHER THAN LEVEL, WITHIN A TOLERANNCE OF 1 IN 1000, AND STRAIGHT WITHIN A TOLERANCE OF 1 IN 1000. 11. IN ADDTION TO OTHER STIPULATED REQUIREMENTS FOR CLEANING, COMPLETELY REMOVE FINGER PRINTS AND TRACES OF SOIL FROM THE SURFACES OF EXPOSED PORTIONS, USING ONLY THOSE CLEANING MATERIALS RECOMMENDED FOR THE PURPOSE BY THE MANUFACTURER OF THE MATERIAL BEING CLEANED. 12. MATERIALS SUSPENSION SYSTEM - AS REQUIRED TO SUPPORT GYPSUM BOARD PANELS, FIXTURES AND OTHER COMPONENTS AS INDICATED, INCLUDING ANCHORAGES, HANGERS, RUNNERS, CROSS RUNNERS, SPLINES, CLIPS, MOLDING, FASTENERS AND OTHER MEMBERS, DEVICES AND ACCESSORIES. COMPLY WITH ASTM C635. 2' X 4' GRID. HANGER WIRE - NOT LESS THAN 12 GAUGE 0 (. 106" GALVANIZED STEEL. TYPE DIRECT HUNG OR INDIRECT FROM DUCTS, PIPES OR CONDUIT. EXPOSED FINISH - WHITE BAKED ENAMEL EDGE MOLDING - METAL CHANNEL TYPE WITH SINGLE FLANGE EXPOSED. GRID SYSTEM "USG" TYPE DX 15/16" EDGE. CEILING PANELS - 2 x 4 VINYL CLAD GYPSUM YP M C FILING TILE CONCRETE: - ALL CONCRETE IS TO BE CUT AND REMOVED, AS APPOSE TO THE USE OF JACKHAMMERS. ANY USE OF A JACKHAMMER IS TO BE APPROVED BY THE ONSITE REPRESENTATIVE OF GC. - ALL REMOVED CONCRETE IS TO HAVE A VAPOR BARRIER PLACED ON TOP OF BACKFILLED AREAS PRIOR TO REPLACING OF THE CONCRETE. - ALL CUT AREAS OF CONCRETE ARE TO BE DRILLED AND PINNED USING 1/2" REBAR AND TO BE SPACED AT A MAXIMUM OF 16" APART. PINS ARE TO BE DRILLED INTO THE EXISTING CONCRETE AT LEAST 6" AND HAVE AT LEAST 6" EXPOSED. - CONCRETE IS TO BE POURED TO ENSURE THAT A FLUSH AND SMOOTH TRANSITION EXISTS WITH THE EXISTING CONCRETE. ANY RAISED OR LOWERED AREAS WILL HAVE TO BE CORRECTED BY THE CONTRACTOR RESPONSIBLE FOR THE PLACEMENT OF THE CONCRETE. PLUMBING: - ALL FLOOR DRAINS, FUNNEL DRAINS, CLEAN OUTS, FLOOR SINKS ETC ARE TO BE CAST IRON AS SPECIFIED WITHIN THE CONTRACT DOCUMENTS. PROVIDE & INSTALL ALL BLOCKING REQUIRED TO MOUNT SINKS, FAUCETS, ETC. ALL BLOCKING IS TO BE FIRE RATED IF REQUIRED BY LOCAL CODES. - ALL FIXTURES RECESSED IN THE CONCRETE FLOOR (I.E. GREASE TRAP, FLOOR DRAINS, FLOOR SINKS, ETC) ARE TO HAVE THEIR FINISHED TOP LEVEL WITH THE TOP OF THE FINISHED FLOORING (I.E. TILE) AND NOT THE CONCRETE SLAB UNLESS OTHERWISE NOTED. MAINLY, 1/2" ABOVE CONCRETE. IF THE FLOOR IS NOT CONCRETE, VERIFY WITH ONSITE REPRESENTATIVE OF GC. - ALL CLEANOUTS, WATER LINES, PIPES THRU WALLS, ETC. ARE TO BE A MINIMUM OF 10" TO BOTTOM AFF AND CONSISTENT THROUGHOUT ENTIRE SPACE. FRAMING, DRYWALL, ACOUSTICS & FRP: - ALL OUTSIDE CORNERS ARE TO HAVE CORNER BEAD SECURELY CLENCHED ON AND TAPED - DRYWALL TO BE SCREWED 12" OC IN THE FIELD, AND EVERY 6" ON THE EDGES - ALL DRYWALL IS TO BE FINISHED TO AT LEAST A LEVEL 4 FINISH, ENSURING THAT ALL DRYWALL IS STRAIGHT, TRUE AND BLEMISH FREE, READY TO ACCEPT FINISHES. THIS MEANS ALL DRYWALL, ALBEIT AT DECK HEIGHT OR BEHIND ANY TILE. - ACOUSTICAL CEILING IS TO HAVE HANGERS LOCATED AT 4' INTERVALS THROUGHOUT THE FIELD. ADDITIONAL HANGERS MAY BE REQUIRED TO ENSURE THAT A MAXIMUM DISTANCE OF 8" FROM THE WALL IS MAINTAINED. THIS INCLUDES ALL MAINS AND CROSS RUNNERS - ALL METAL STUDS, ANGLED SUPPORTS, ETC ARE TO BE A MINIMUM OF 20 GAUGE. IF CONSTRUCTION DOCUMENTS LIST A HEAVIER GAUGE FOR PARTICULAR FRAMING MEMBERS (I.E. PLATFORMS, ETC) THEN THE GAUGE LISTED WITHIN THE DOCUMENTS IS TO BE USED, AT A MINIMUM. - ALL WALLS ARE TO BE WIPED FREE OF ALL DUST FROM SANDING, ETC BY THE DRYWALL CONTRACTOR. - ALL UNI- STRUT, THREADED RODS, WOOD BLOCKING AND FIRE STOPPING REQUIRED TO SUPPORT OR STIFFEN ANY OF THE FRAMING IS TO BE SUPPLIED AND INSTALLED BY THE SUBCONTRACTOR - TOP OF THE SHELVING AT THE FRONT SOFFIT IS TO BE 5/8" OR 3/4" PLYWOOD - ALL WOOD FOR BLOCKING, SUPPORTS, ETC IS TO BE FIRE RATED IF REQUIRED BY LOCAL CODES - ALL THREADED ROD LEFT EXPOSED IS TO BE COVERED WITH PVC (SUPPLIED AND INSTALLED BY SUBCONTRACTOR) TO CREATE A WASHABLE SURFACE - FRP IS TO BE SMOOTH FINISH, NOT PEBBLED. ALL TRIMS AND MOLDINGS ARE TO BE MITERED, FIT PROPERLY AND TIGHT AT ALL JOINTS. UNDER NO CIRCUMSTANCE IS CAULKING TO BE USED AT JOINTS OR MOLDINGS TO FILL ANY GAPS OR IMPERFECTIONS IN THE INSTALLATION. - A SHEET OF 5/8" PLYWOOD IS TO BE INSTALLED AS BLOCKING BEHIND THE DESK AREA HVAC: - ALL GRILLE COLLARS SHALL BE ATTACHED TO DUCTWORK WITH POP RIVETS WITH A FINISHED FILLET OF ELASTOMER SEAL AT JUNCTION - THE SUPPORTS FROM THE STRUCTURE ARE TO BE A MINIMUM OF 3/8" THREADED ROD - ALL THREADED ROD USED TO SUPPORT THE HOOD IS TO BE COVERED WITH PVC (SUPPLIED AND INSTALLED BY SUBCONTRACTOR) TO CREATE A WASHABLE SURFACE - ALL DUCT JOINTS SHALL BE SEALED USING DUCT SEAL AS MANUFACTURED BY UNITED SHEET METAL, OR EQUAL. GRAY DUCT TAPE SHALL NO BE ACCEPTED. - ALL EXPOSED SPIRAL DUCT SHALL HAVE SPIRACOUSTIC INTERNAL DUCT LINER, OR TOUGHGARD ULTRA ROUND BY CERTAINTEED. - COVERS ON THE THERMOSTAT ARE TO BE EQUIPPED WITH AND ABLE TO BE LOCKABLE ELECTRIC: - SUBCONTRACTOR IS TO SUPPLY AND INSTALL ALL BLOCKING REQUIRED TO HANG /MOUNT LIGHTS (INCLUDING RESTROOM FIXTURES). BLOCKING IS TO BE FIRE RATED IF REQUIRED BY LOCAL CODES - SUBCONTRACTOR IS TO SUPPLY & INSTALL UNISTRUT AND 3/8" THREADED ROD TO HANG /SUPPORT LIGHTING - THERE WILL BE NO MC RUNNING HORIZONTALLY OVER 12" IN LENGTH IN ANY EXPOSED AREA OR AREAS VISIBLE TO THE CUSTOMER. ANY HORIZONTAL CONDUIT MUST BE LEVEL. - THE OUTLET MOUNTED BELOW THE SLICER TABLE IS TO BE A WIREMOLD / WALKER MODEL 505J - 4 PIECE POWER OR EQUIVALENT TILE: - SUBCONTRACTOR IS TO SUPPLY THE LABOR REQUIRED TO RECEIVE THE MATERIALS AT THE JOB SITE. CO- ORDINATE TIME WITH THE GENERAL CONTRACTOR - ALL GROUT IS TO BE SMOOTH AND FREE OF ALL HOLES, DIVOTS, BLEMISHES, ETC. ANY DEFLECTS WILL BE REPAIRED BY THE SUBCONTRACTOR GROUT RELEASE IS TO BE USED ON ALL AREAS CONTAINING THE QUARRY TILE - ALL TILE SURFACES ARE TO BE WIPED COMPLETELY CLEAN BY THE SUBCONTRACTOR AND LEFT FREE OF ANY HAZING, GROUT RESIDUE, FILMS, ETC. PAINTING: - ALL LINES AND TRANSITIONS BETWEEN DIFFERENT COLORS ARE TO BE CRISP, STRAIGHT AND LEVEL - A TINTED GRIPPING PRIMER IS TO BE USED ON THE DOOR FRAMES - ALL SURFACES ARE TO RECEIVE 1 COAT OF PRIMER - THE TOP EDGE OF THE TILE IS TO BE CAULKED TIGHT WITH A CONTINUOUS BEAD BEFORE PAINTING - TOPS OF THE DOOR JAMBS / FRAMES MUST BE FINISHED - BOTH THE TOPS AND BOTTOMS OF THE DOORS ARE TO BE FINISHED - ALL SURFACES ARE TO RECEIVE 2 COATS OF FINISH, ENSURING THAT THERE IS NOT ANY OTHER COLOR SHOWING THROUGH - DOOR FRAMES ARE TO RECEIVE 3 COATS OF FINISH - WOOD DOORS ARE TO RECEIVE THE STAIN, SANDING SEALER AND 3 COATS OF SATIN LACQUER - THE TOP SURFACE OF EVERYTHING (I.E. SHELF AT BULKHEAD) IS TO BE FINISHED NOTES FROM JIMMY JOHN'S CORPORATE: THE JIMMY JOHN'S "BUILD -OUT MANUAL" IS TO BE USED IN CONJUNCTION WITH BLUEPRINT DRAWINGS. ANY DISCREPANCIES NEED TO BE BROUGHT UP TO THE JIMMY JOHN'S CONSTRUCTION DEPARTMENT 1. CONCRETE: - ALL CONCRETE IS TO BE CUT AND REMOVED, AS APPOSE TO THE USE OF JACKHAMMERS. ANY USE OF A JACKHAMMER IS TO BE APPROVED BY THE ONSITE REPRESENTATIVE OF GC. - ALL REMOVED CONCRETE IS TO HAVE A VAPOR BARRIER PLACED ON TOP OF BACKFILLED AREAS PRIOR TO REPLACING OF THE CONCRETE. - ALL CUT AREAS OF CONCRETE ARE TO BE DRILLED AND PINNED USING 1/2" REBAR AND TO BE SPACED AT A MAXIMUM OF 16" APART. PINS ARE TO BE DRILLED INTO THE EXISTING CONCRETE AT LEAST 6" AND HAVE AT LEAST 6" EXPOSED. - CONCRETE IS TO BE POURED TO ENSURE THAT A FLUSH AND SMOOTH TRANSITION EXISTS WITH THE EXISTING CONCRETE. ANY RAISED OR LOWERED AREAS WILL HAVE TO BE CORRECTED BY THE CONTRACTOR RESPONSIBLE FOR THE PLACEMENT OF THE CONCRETE. Z 0 U_ LL U w 0 0) REVIEWED FOR CODE COMPLIANCE APPROVED AUG 9 2 2011 City of Tukwila BUILDING DIVISION 2. FRAMING, DRYWALL, ACOUSTICS & FRP: - ALL OUTSIDE CORNERS ARE TO HAVE CORNER BEAD SECURELY CLENCHED ON AND TAPED - DRYWALL TO BE SCREWED 12" OC IN THE FIELD, AND EVERY 6" ON THE EDGES - ALL DRYWALL IS TO BE FINISHED TO AT LEAST A LEVEL 4 FINISH, ENSURING THAT ALL DRYWALL IS STRAIGHT, TRUE AND BLEMISH FREE, READY TO ACCEPT FINISHES. THIS MEANS ALL DRYWALL, ALBEIT AT DECK HEIGHT OR BEHIND ANY TILE. - ACOUSTICAL CEILING IS TO HAVE HANGERS LOCATED AT 4' INTERVALS THROUGHOUT THE FIELD. ADDITIONAL HANGERS MAY BE REQUIRED TO ENSURE THAT A MAXIMUM DISTANCE OF 8" FROM THE WALL IS MAINTAINED. THIS INCLUDES ALL MAINS AND CROSS RUNNERS - ALL METAL STUDS, ANGLED SUPPORTS, ETC ARE TO BE A MINIMUM OF 20 GAUGE. IF CONSTRUCTION DOCUMENTS LIST A HEAVIER GAUGE FOR PARTICULAR FRAMING MEMBERS (I.E. PLATFORMS, ETC) THEN THE GAUGE LISTED WITHIN THE DOCUMENTS IS TO BE USED, AT A MINIMUM. - ALL WALLS ARE TO BE WIPED FREE OF ALL DUST FROM SANDING, ETC BY THE DRYWALL CONTRACTOR. - ALL UNI- STRUT, THREADED RODS, WOOD BLOCKING AND FIRE STOPPING REQUIRED TO SUPPORT OR STIFFEN ANY OF THE FRAMING IS TO BE SUPPLIED AND INSTALLED BY THE SUBCONTRACTOR - TOP OF THE SHELVING AT THE FRONT SOFFIT IS TO BE 5/8" OR 3/4" PLYWOOD - ALL WOOD FOR BLOCKING, SUPPORTS, ETC IS TO BE FIRE RATED IF REQUIRED BY LOCAL CODES - ALL THREADED ROD LEFT EXPOSED IN THE PREP AREA IS TO BE COVERED WITH PVC (SUPPLIED AND INSTALLED BY SUBCONTRACTOR) TO CREATE A WASHABLE SURFACE - FRP IS TO BE SMOOTH FINISH, NOT PEBBLED. ALL TRIMS AND MOLDINGS ARE TO BE MITERED, FIT PROPERLY AND TIGHT AT ALL JOINTS. UNDER NO CIRCUMSTANCE IS CAULKING TO BE USED AT JOINTS OR MOLDINGS TO FILL ANY GAPS OR IMPERFECTIONS IN THE INSTALLATION. A SHEET OF 5/8" PLYWOOD IS TO BE INSTALLED AS BLOCKING BEHIND THE DESK AREA 3. TILE: - SUBCONTRACTOR IS TO SUPPLY THE LABOR REQUIRED TO RECEIVE THE MATERIALS AT THE JOB SITE. CO- ORDINATE TIME WITH THE GENERAL CONTRACTOR - ALL GROUT IS TO BE SMOOTH AND FREE OF ALL HOLES, DIVOTS, BLEMISHES, ETC. ANY DEFLECTS WILL BE REPAIRED BY THE SUBCONTRACTOR - GROUT RELEASE IS TO BE USED ON ALL AREAS CONTAINING THE QUARRY TILE - ALL TILE SURFACES ARE TO BE WIPED COMPLETELY CLEAN BY THE SUBCONTRACTOR AND LEFT FREE OF ANY HAZING, GROUT RESIDUE, FILMS, ETC. 4. PAINTING: - ALL LINES AND TRANSITIONS BETWEEN DIFFERENT COLORS ARE TO BE CRISP, STRAIGHT AND LEVEL - A TINTED GRIPPING PRIMER IS TO BE USED ON THE DOOR FRAMES - ALL SURFACES ARE TO RECEIVE 1 COAT OF PRIMER - THE TOP EDGE OF THE TILE IS TO BE CAULKED TIGHT WITH A CONTINUOUS BEAD BEFORE PAINTING - TOPS OF THE DOOR JAMBS 1 FRAMES MUST BE FINISHED - BOTH THE TOPS AND BOTTOMS OF THE DOORS ARE TO BE FINISHED - ALL SURFACES ARE TO RECEIVE 2 COATS OF FINISH, ENSURING THAT THERE IS NOT ANY OTHER COLOR SHOWING THROUGH - DOOR FRAMES ARE TO RECEIVE 3 COATS OF FINISH - WOOD DOORS ARE TO RECEIVE THE STAIN, SANDING SEALER AND 3 COATS OF SATIN LACQUER - THE TOP SURFACE OF EVERYTHING (I.E. SHELF AT BULKHEAD) IS TO BE FINISHED Revisions A ISSUE FOR JJ REVIEW / \ 06/30/11 A ISSUE FOR PERMIT /LL REIVEW / \ 07/15/11 n A A. CHIPMAN 9FWASHINGTON REC _. K CITY OF TU EIVE, ,IUL 19 2011 P LA PERMIT CENTER ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA. WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By JA Checked By DR Scale Date 06/30/2011 Job11 -2100 Sheet No. SP -1 General Structural Notes The Following Apply Unless Noted Otherwise on the Drawings Criteria 1, ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2009 EDITION). 2. DESIGN LOADING CRITERIA: ROOF ROOF LIVE LOAD 25 PSF MISCELLANEOUS LOADS MECHANICAL UNITS WEIGHTS FURNISHED BY MANUFACTURER ENVIRONMENTAL LOADS SNOW Ce=1.0, Is=1.0, Ct=1. 1, Pg=25 PSF, Pf=20 PSF WIND Iw=1.0, GCpi=O. 18, 85 MPH, EXPOSURE "B" EARTHQUAKE ANALYSIS PROCEDURE: NON-STRUCTURAL COMPONENTS SITE CLASS=D, Ss=1. 42, Sds=0. 95, S1=0. 49, SD1=0. 49, SDC D, Ip=1.0, Ap=1.0 Rp=2.5 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE • SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND. DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-02 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION". 7. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL AND NOTES SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. 9. ALL STRUCTURAL SYSTEMS WHICH, ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. Geotechnical 10. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. ALLOWABLE SOIL PRESSURE - 2000 PSF COEFICIENT.OF FRICTION (FACTOR OF SAFETY OF 1.5. INCLUDED) 03 Renovation 11. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 12. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 13. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL AREAS OF NEV WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. Wood 14. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) HEM-FIR NO. 2 AND BEAMS: MINIMUM BASE VALUE, Fb = 850 PSI (4X MEMBERS) DOUGLAS FIR-LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS-FIR-LARCH OR HEM-FIR NO. 2 15. PRESSURE TREATED WOOD (INCLUDES PRESERVATIVE AND FIRE TREATED)SHALL BE TREATED PER AWPA STANDARD. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO RETENTION OF 0.25 PCF. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A RETENTION OF 0.40 PCF. WOOD FOR USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO A RETENTION OF 0.60 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO WEATHER. FASTENERS AND TIMBER CONNECTORS WITHOUT AMMONIA IN DIRECT CONTACT WITH ACQ-A (UP TO A RETENTION LEVEL OF 0.40 PCF), CBA-A (UP TO A RETENTION LEVEL OF 0.41 PCF), CA-8 (UP TO A RETENTION LEVEL OF 0.21 PCF), OR SBX TREATED WOOD SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS HOT-GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS WITH AMMONIA IN DIRECT CONTACT WITH ACQ-A (OVER A RETENTION LEVEL OF 0.40 PCF), CBA-A (OVER A RETENTION LEVEL OF 0.41 PCF), CA-B (OVER A. RETENTION LEVEL OF 0.21 PCF), OR WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL. 16. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-2009. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS MEMBERS CONNECTED. 17. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH 6d 2" 8d 2-1/2" 10d 3" 12d 3-1/4" 16d 3-1/4" DIAMETER 0. 113" 0. 131" 0. 148" 0. 148" 0. 131" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION)FOR REVIEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2005 EDITION) WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. Newirtli 1so#40ertrA9 • • : - *WI" PANT PT-5 • 4x4AZEIIK 41.14N OWL PA441gLIVAII5 oF frRM e,NNect TD rP 016122) sof NV 1,./14 SaaW rAtfi pa. 54 pievengnon turf loss Tor c Noel) i t: r. I" if ki I" ••• 4r lb.' :11r..-4r.h."4-11%2"--d11.-%;•-•4■•;...7 "P.."!":. • ' . . [3, , • • 's • , . 81-0" 1 • • ' • • EXISTING 3-1° ' • • • (6) ext0elog. CAA IA De*IiiWAgix ()g714. t :, 110•11•1111111,4011111111111M1 1 k !.• • ..... •*A. • : P • : ' PAINT PT4 PAINT PT-5 b REVIEWED FOR CODE COMPLIANCE APPROVED AUG 9 2 2011 • City of Tukwila BUILDING DIVISION --EMEMMMEEMEMEMEM-- Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE ,_ BELLEVUE, WA 98004 PH: (425) 462•9441 .i. FAX: (425) 462-9451 E-Mail: cseivice@abossein.com www.abossein.com GoChipman Design Architecture Inc. 1550 N. Northwest Highway, Suite 400 Park Ridge, Illinois 60068 -1463 T 847.298,6900 F 847.298.6966 - - St ea %NINIY JORjp .5i we /983 URMETSSANDW GEES GoChipman Design Architecture Inc. 1550 N. Northwest Highway, Suite 400 Park Ridge, Illinois 60068 -1463 T 847.298,6900 F 847.298.6966 Revisions ^ISSUE FOR LL REVIEW PERMIT/ 07/15/11 A A A A A A OF TIJKWILA 1 9 2 011 CENTER :2: < _L Cl_ 0 :2: M < I: 1i L.L. 0 RECEIVED 0 CITY x JUL _J < PERMIT ....._ rx < o_ Drawn By • EAF Checked By EAF Scale 1/4"=1'--0" Date 6/27/2011 Job No, 0 0 2 9 - 2 0 1 1 -05 Sheet No. • 501 INTERIOR TENANT IMPROVEMENT FOR: St�MY PARKWAY SQUARE 16864 SOUTHCENTER PKWY. TUKWILA, WA 98188 Sitwe arthrsis i983 0 U��D'S GREATS �vS ET SANDN APPROVED SUBJECT TO ORDINANCE AUG 012011 Public Health - Seattle & �g unty By 'bill - sit 110�41Sr A PREOPERATIONAL INSPECTION BY THE KING COUNTY HEALTH DEPARTMENT IS REQUIRED PRIOR TO OPERATION. APPLICANT PLAN SET IS REQUIRED TO BE AVAILABLE ON SITE DURING THAT INSPECTION. APPL/CANT COPY V ----&-5 - -------b-w---_ c. Wu 0 wA left Dm r4 Z 0 Ng pie Illmi g j Ink IF- ^ A kr ct- 5J co NOTE: DRAWINGS LISTED BELOW ARE FOR INFORMATION ONLY. WORK WITHIN KITCHEN & CIVIL, IF REQUIRED, IS NOT WITHIN SCOPE OF CHIPMAN DESIGN ARCHITECTURE, INC. SERVICES. THESE DRAWINGS, AS LISTED IN THE DRAWING INDEX, ALONG WITH THE CONTRACT FOR CONSTRUCTION CONSTITUTE THE INSTRUMENTS OF SERVICE AND ARE CONSIDERED A SINGLE ENTITY. THE CONTRACTOR IS THEREFOR BOUND BY ALL INFORMATION INCLUDED. DRAWING INDEX 1 G1.0 HE INTENT OF THE SCOPE CONTAINED WITHIN THESE DOCUMENTS RELATES TO THE INTERIOR REMODELING/ BUILD -OUT OF A RESTAURANT INTERIOR SPACE CONTAINED WITHIN AN EXISTING SHELL BUILDING. THE ARCHITECT HAS NOT INSPECTED THE CONDITIONS OF THE INTEGRITY OF THE EXISTING SHELL BUILDING AND SHALL NOT ASSUME RESPONSIBILITY OR LIABILITY FOR THE SAME. THE RESPONSIBILITY AND LIABILITY FOR THE EXISTING SHELL BUILDING CONDITIONS AND INTEGRITY, AND FOR THE CONFORMANCE OF THE EXISTING BUILDING SHELL TO ALL APPLICABLE LOCAL CODES AND ENVIRONMENTAL REQUIREMENTS, IS SOLELY THAT OF OTHERS AND NOT OF THE ARCHITECT. THE ARCHITECT'S SCOPE OF WORK IS STRICTLY LIMITED SOLELY TO THE INTERIOR BUILD -OUT OF AN EXISTING INTERIOR SPACE LOCATED WITHIN AN EXISTING SHELL BUILDING. APPLICABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS, AND SHALL CONFORM TO ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF ALL GOVERNING BODIES. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE PROCURED AND PAID FOR BY THE GENERAL CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: • 2009 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMMENDMENTS • 2009 INTERNATIONAL MECHANICAL CODE W/ WASHINGTON STATE AMMENDMENTS • 2009 UNIFORM PLUMBING CODE W/ WASHINGTON STATE AMENDMENTS • 2009 INTERNATIONAL ELECTRICAL CODE W/ WASHINGTON STATE AMENDMENTS • 2009 INTERNATIONAL FIRE CODE W/ WASHINGTON STATE AMENDMENTS • 2009 WASHINGTON STATE ENERGY CODE • 2009 WASHINGTON STATE INDOOR AIR QUALITY CODE • 2003 ICC ANSI A117.1 BUILDING INFORMATION: z CONSTRUCTION TYPE ( SECTION 601): TENANT AREA : ACTUAL BUILDING HEIGHT: OCCUPANCY CLASSIFICATION (SECTION 303.1) OCCUPANCY (TABLE 1004.1.1 ): DINING A: DINING B: DINING C: • FIXED SEATING (BOOTHS) • UNCONCENTRATED • UNCONCENTRATED QUEUING: KITCHEN 1 PREP: STORAGE: TOTAL OCCUPANCY: TYPE II -B (SPRINKLERED BUILDING) 1,397 S.F. (JIMMY JOHN'S SPACE) 1 STORY, EXISTING GROUP B, (RESTAURANT W/ LESS THAN 50 PEOPLE) 44' -0" / 24" PER PERSON = 22 40 S.F. / 15 S.F. PER PERSON = 3 55 S.F. 115 S.F. PER PERSON = 4 30 S.F. / 5 S.F. PER PERSON 283 S.F. / 200 S.F. PER PERSON 146 S.F. / 300 S.F. PER PERSON EGRESS REQUIREMENTS: EGRESS WIDTH REQUIRED (SECTION 1005.1): EGRESS WIDTH PROVIDED: NUMBER OF EXITS REQUIRED (TABLE 1015.1): NUMBER OF EXITS PROVIDED: MAXIMUM TRAVEL DISTANCE (TABLE 1021.2): =6 =2 =1 = 38 0.2" X 38 OCCUPANTS = 7.6" 1 36" MIN. 72" (6-0 ") 1 2 250' -0" ALLOWED 70' -0" ACTUAL PLUMBING FIXTURE COUNT (2009 WASHINGTON STATE BUILDING CODE TABLE 2902.1): TOTAL PUBLIC AREA: OCCUPANCY: MEN (OCCUPANT LOAD = 11) • WATER CLOSETS REQUIRED: • WATER CLOSETS PROVIDED: • LAVATORIES REQUIRED: • LAVATORIES PROVIDED: WOMEN (OCCUPANT LOAD = 11) • WATER CLOSETS REQUIRED: • WATER CLOSETS PROVIDED: • LAVATORIES REQUIRED: • LAVATORIES PROVIDED: SERVICE SINK: 654 S.F. 654 S.F. / 30 S.F. PER PERSON = 22 OCCUPANTS 1 PER 25 OCCUPANTS 1 1 PER 2 WATER CLOSETS 1 1 PER 25 OCCUPANTS 1 1 PER 2 WATER CLOSETS 1 1 REQUIRED 1 PROVIDED PROPOSED JIMMY JOHN'S 1,397 S.F. NORTH CORPORATE: JIMMY JOHN'S FRANCHISE, LLC. 2212 FOX DRIVE CHAMPAIGN, IL 61820 construction @jimmyjohns.com TEL.: (217) 356 -9900 FAX.: (217) 359 -2956 FRANCHISEE SANDWICH, LLC 401 N. MICHIGAN AVE. SUITE 1700 CHICAGO, IL 60061 CONTACT: JIM SHARPE TEL.: (312) 494 -2010 FRANCHIESE PROJECT MANAGER GARY STRUCK TEL: (815) 245 -0120 ARCHITECT: CHIPMAN DESIGN ARCHITURE, INC. 1550 N. NORTHWEST HIGHWAY SUITE 400 PARK RIDGE, IL 60068 CONTACT: DANA RIZZO TEL.: (847) 298 - 6900 FAX.: (847) 298 - 6966 LANDLORD: CONTACT: JACK ROSEN jack @rosenharbottle.com TEL: (425) 454 -3030 BUILDING DEPARTMENT: THE CITY OF TUKWILA DEPT. OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD. #100 TUKWILA, WA 98188 TEL: (206) 431 -3670 FAX: (206) 431 -3665 HEALTH DEPARTMENT SEATTLE & KING COUNTY FOOD PROTECTION DIVISION 401 5TH AVE, SUITE 1100 SEATTLE, WA 98104 TEL.: (206) 263 -8484 MECHANICAL, ELECTRICL & PLUMBING: ABOSSEIN ENGINEERING, LLC 2100 112TH AVE. NE, SUITE # 201 BELLEVUE, WA 98004 CONTACT: GARY WOMACK TEL.: (425) 462 -9441 FAX.: (425) 462 -9451 COVER SHEET VICINITY MAP PROJECT CONTACTS 5 N.T.S. G1.0 G1.0 SOUTHCENTER PKWY. 11H I H 11111111111 [i VIII uL. ( / // / / /// / / /// ////// ( -\\\\\\\\\\\\\\\\\\\\ \\ PROPOSED JIMMY JOHN'S 1,397 S.F. II/ bk1%- z3? REVIEWED FOR CODE COMPLIANCE APPROVED AUG 9 2 2011 City Of Tukwila BUILDING DIVISION RECEIVED AUG 10 2011 PERMIT CENTER NORTH Revisions A ISSUE FOR JJ REVIEW 06/30/11 A ISSUE FOR PERMIT /LL REIVEW \ 07/15/11 n n n A A ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA. WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By DR Checked By DR Scale AS NOTED Date 06/30/2011 CODE REVIEW 3 EXISTING SITE PLAN G1.0 N.T.S. 6 G1.0 Job11 -2100 Sheet No. G1.0 • • G1.0 COVER SHEET • • G1.1 ADDITIONAL COVER SHEET INFORMATION • • D1.0 DEMOLITION PLAN & NOTES • • A1.0 FLOOR PLAN, SCHEDULES, DETAILS & NOTES • • A2.0 REFLECTED CEILING PLAN, SCHEDULE & NOTES • • A2.1 CEILING DETAILS & NOTES • • A3.0 FLOOR FINISH PLAN, FINISH SCHEDULE & NOTES • • A31 WALL FINISH PLAN, DETAILS & NOTES • • A3.2 WALL BASE /COUNTER FINISH PLAN & DETAILS • • A4.0 EQUIPMENT PLAN DETAILS & EQUPMENT SCHEDULE • `• A5.0 RESTROOM PLAN, ELEVATIONS, SCHEDULES, DETAILS & NOTES • • A6.0 INTERIOR ELEVATIONS • • A6.1 INTERIOR ELEVATIONS • • A7.0 EXTERIOR ELEVATION • • A8.0 COUNTER &`FRONT COUNTER PLANS, ELEVATIONS & DETAILS • • A9.0 CABINETRY PLANS & DETAILS • • SP -1 SPECIFICATIONS • S01 PARTIAL ROOF FRAMING PLAN • • MO1 GENERAL NOTES, SCHEDULES & LEGENDS • • M02 FLOOR PLAN - HVAC` • • P1 PLUMBING CODE MATRIX & SCHEDULE • • P2 BELOW SLAB PLUMBING PLAN • • P3 PLUMBING ISOMETRIC DIAGRAM & DETAILS • • El POWER PLAN • • E2 LIGHTING PLAN & FIXTURE SCHEDULE • • E2.1 ENERGY CODE COMPLIANCE FORMS - LIGHTING • • COM1 COMMUNICATIONS & DATA PLAN • • MEP -1 MECHANICAL , ELECTRICAL & PLUMBING SPECIFICATIONS • • MEP -2 MECHANICAL , ELECTRICAL & PLUMBING SPECIFICATIONS DRAWING INDEX 1 G1.0 HE INTENT OF THE SCOPE CONTAINED WITHIN THESE DOCUMENTS RELATES TO THE INTERIOR REMODELING/ BUILD -OUT OF A RESTAURANT INTERIOR SPACE CONTAINED WITHIN AN EXISTING SHELL BUILDING. THE ARCHITECT HAS NOT INSPECTED THE CONDITIONS OF THE INTEGRITY OF THE EXISTING SHELL BUILDING AND SHALL NOT ASSUME RESPONSIBILITY OR LIABILITY FOR THE SAME. THE RESPONSIBILITY AND LIABILITY FOR THE EXISTING SHELL BUILDING CONDITIONS AND INTEGRITY, AND FOR THE CONFORMANCE OF THE EXISTING BUILDING SHELL TO ALL APPLICABLE LOCAL CODES AND ENVIRONMENTAL REQUIREMENTS, IS SOLELY THAT OF OTHERS AND NOT OF THE ARCHITECT. THE ARCHITECT'S SCOPE OF WORK IS STRICTLY LIMITED SOLELY TO THE INTERIOR BUILD -OUT OF AN EXISTING INTERIOR SPACE LOCATED WITHIN AN EXISTING SHELL BUILDING. APPLICABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS, AND SHALL CONFORM TO ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF ALL GOVERNING BODIES. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE PROCURED AND PAID FOR BY THE GENERAL CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: • 2009 INTERNATIONAL BUILDING CODE W/ WASHINGTON STATE AMMENDMENTS • 2009 INTERNATIONAL MECHANICAL CODE W/ WASHINGTON STATE AMMENDMENTS • 2009 UNIFORM PLUMBING CODE W/ WASHINGTON STATE AMENDMENTS • 2009 INTERNATIONAL ELECTRICAL CODE W/ WASHINGTON STATE AMENDMENTS • 2009 INTERNATIONAL FIRE CODE W/ WASHINGTON STATE AMENDMENTS • 2009 WASHINGTON STATE ENERGY CODE • 2009 WASHINGTON STATE INDOOR AIR QUALITY CODE • 2003 ICC ANSI A117.1 BUILDING INFORMATION: z CONSTRUCTION TYPE ( SECTION 601): TENANT AREA : ACTUAL BUILDING HEIGHT: OCCUPANCY CLASSIFICATION (SECTION 303.1) OCCUPANCY (TABLE 1004.1.1 ): DINING A: DINING B: DINING C: • FIXED SEATING (BOOTHS) • UNCONCENTRATED • UNCONCENTRATED QUEUING: KITCHEN 1 PREP: STORAGE: TOTAL OCCUPANCY: TYPE II -B (SPRINKLERED BUILDING) 1,397 S.F. (JIMMY JOHN'S SPACE) 1 STORY, EXISTING GROUP B, (RESTAURANT W/ LESS THAN 50 PEOPLE) 44' -0" / 24" PER PERSON = 22 40 S.F. / 15 S.F. PER PERSON = 3 55 S.F. 115 S.F. PER PERSON = 4 30 S.F. / 5 S.F. PER PERSON 283 S.F. / 200 S.F. PER PERSON 146 S.F. / 300 S.F. PER PERSON EGRESS REQUIREMENTS: EGRESS WIDTH REQUIRED (SECTION 1005.1): EGRESS WIDTH PROVIDED: NUMBER OF EXITS REQUIRED (TABLE 1015.1): NUMBER OF EXITS PROVIDED: MAXIMUM TRAVEL DISTANCE (TABLE 1021.2): =6 =2 =1 = 38 0.2" X 38 OCCUPANTS = 7.6" 1 36" MIN. 72" (6-0 ") 1 2 250' -0" ALLOWED 70' -0" ACTUAL PLUMBING FIXTURE COUNT (2009 WASHINGTON STATE BUILDING CODE TABLE 2902.1): TOTAL PUBLIC AREA: OCCUPANCY: MEN (OCCUPANT LOAD = 11) • WATER CLOSETS REQUIRED: • WATER CLOSETS PROVIDED: • LAVATORIES REQUIRED: • LAVATORIES PROVIDED: WOMEN (OCCUPANT LOAD = 11) • WATER CLOSETS REQUIRED: • WATER CLOSETS PROVIDED: • LAVATORIES REQUIRED: • LAVATORIES PROVIDED: SERVICE SINK: 654 S.F. 654 S.F. / 30 S.F. PER PERSON = 22 OCCUPANTS 1 PER 25 OCCUPANTS 1 1 PER 2 WATER CLOSETS 1 1 PER 25 OCCUPANTS 1 1 PER 2 WATER CLOSETS 1 1 REQUIRED 1 PROVIDED PROPOSED JIMMY JOHN'S 1,397 S.F. NORTH CORPORATE: JIMMY JOHN'S FRANCHISE, LLC. 2212 FOX DRIVE CHAMPAIGN, IL 61820 construction @jimmyjohns.com TEL.: (217) 356 -9900 FAX.: (217) 359 -2956 FRANCHISEE SANDWICH, LLC 401 N. MICHIGAN AVE. SUITE 1700 CHICAGO, IL 60061 CONTACT: JIM SHARPE TEL.: (312) 494 -2010 FRANCHIESE PROJECT MANAGER GARY STRUCK TEL: (815) 245 -0120 ARCHITECT: CHIPMAN DESIGN ARCHITURE, INC. 1550 N. NORTHWEST HIGHWAY SUITE 400 PARK RIDGE, IL 60068 CONTACT: DANA RIZZO TEL.: (847) 298 - 6900 FAX.: (847) 298 - 6966 LANDLORD: CONTACT: JACK ROSEN jack @rosenharbottle.com TEL: (425) 454 -3030 BUILDING DEPARTMENT: THE CITY OF TUKWILA DEPT. OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD. #100 TUKWILA, WA 98188 TEL: (206) 431 -3670 FAX: (206) 431 -3665 HEALTH DEPARTMENT SEATTLE & KING COUNTY FOOD PROTECTION DIVISION 401 5TH AVE, SUITE 1100 SEATTLE, WA 98104 TEL.: (206) 263 -8484 MECHANICAL, ELECTRICL & PLUMBING: ABOSSEIN ENGINEERING, LLC 2100 112TH AVE. NE, SUITE # 201 BELLEVUE, WA 98004 CONTACT: GARY WOMACK TEL.: (425) 462 -9441 FAX.: (425) 462 -9451 COVER SHEET VICINITY MAP PROJECT CONTACTS 5 N.T.S. G1.0 G1.0 SOUTHCENTER PKWY. 11H I H 11111111111 [i VIII uL. ( / // / / /// / / /// ////// ( -\\\\\\\\\\\\\\\\\\\\ \\ PROPOSED JIMMY JOHN'S 1,397 S.F. II/ bk1%- z3? REVIEWED FOR CODE COMPLIANCE APPROVED AUG 9 2 2011 City Of Tukwila BUILDING DIVISION RECEIVED AUG 10 2011 PERMIT CENTER NORTH Revisions A ISSUE FOR JJ REVIEW 06/30/11 A ISSUE FOR PERMIT /LL REIVEW \ 07/15/11 n n n A A ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA. WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By DR Checked By DR Scale AS NOTED Date 06/30/2011 CODE REVIEW 3 EXISTING SITE PLAN G1.0 N.T.S. 6 G1.0 Job11 -2100 Sheet No. G1.0 NOTE: PROVIDE MIN. TYPE 2A 10BC FIRE EXTINGUISHERS WITH MAX TRAVEL DISTANCES OF 75 (150' O.C.) MOUNTED BETWEEN 5" AND 5' AND NOT PROTRUDE MORE THAN 4" INTO A CIRCULATION PATH WHEN LEADING EDGE BETWEEN 27" AND 80" A.F.F. HARDWARE TO F.E.C. SHALL BE AT ACCESSIBLE HEIGHTS I LOCATIONS. REFER TO DETAIL 2/A -4 FOR MOUNTING INFORMATION. NOTE: PORTABLE FIRE EXTINGUISHERS HAVING A GROSS WEIGHT NOT EXCEEDING 40 LBS. SHALL BE INSTALLED SO THAT ITS TOP IS NOT MORE THAN 5' ABOVE THE FLOOR. PORTABLE FIRE EXTINGUISHERS HAVING A GROSS WEIGHT EXCEEDING 40 LBS. SHALL BE INSTALLED SO THAT ITS TOP IS NOT MORE THAN 3.5' ABOVE THE FLOOR. THE CLEARANCE BETWEEN THE FLOOR AND THE BOTTOM OF INSTALLED HAND -HELD EXTINGUISHERS SHALL NOT BE LESS THAN 5 ". G.C. TO COORDINATE LOCATION WITH LOCAL FIRE MARSHALL. 0 co MENU BOARD (36) PROVIDE SOLID 2X BLOCKING BLOCKING AT DRIVERS BOX TO SPAN FROM FLOOR TO CEILING ±10' -6" IN STUD CAVITY. SEE SHEET A1.0 FOR LOCATION BOTTOM OF CEILING @ 10' -6" A.F.F. PROVIDE SOLID 2X BLOCKING FOR ALL WALL MOUNTED SHELVING. USE %" THICK PAINTED WOOD SHIM BEHIND THE TOP MOUNTING BRACKET , CUT TO EXACT SIZE OF MOUNTING BRACKET TO FILL IN SLOP OFFSET, CREATED BY TILE TO WALL TRANSISTION, SEE PAGE 79 IN THE JIMMY JOHN'S BUILD OUT MANUAL FIRE EXTINGUISHER DETAIL 1 WALL MENU BOARD 2 BLOCKING AT DRIVERS BOX 3 DISPLAY SHELVING 4 1/2"=1'-0" A4.0 3/8' =1' -0" A4.0 1/4 " =1' -0" A4.0 1 /4 " =1' -0" A4.0 No. DESCRIPTION QTY ROUGH IN & MOUNTING NOTES GENERAL NOTES �H DRIVE -UP WINDOW t, Ak .��1.4 MODEL #: READY ACCESS B0 -10 1A DRIVE -UP COUNTER (30" x 70 ") 0 - 1 BLOCKING 5 -10" 8"- I to r` °Q in BLOCKING PROVIDE SOLID 2X BLOCKING FOR ALL WALL MOUNTED SHELVING. USE %" THICK PAINTED WOOD SHIM BEHIND THE TOP MOUNTING BRACKET , CUT TO EXACT SIZE OF MOUNTING BRACKET TO FILL IN SLOP OFFSET, CREATED BY TILE TO WALL TRANSISTION, SEE PAGE 79 IN THE JIMMY JOHN'S BUILD OUT MANUAL FIRE EXTINGUISHER DETAIL 1 WALL MENU BOARD 2 BLOCKING AT DRIVERS BOX 3 DISPLAY SHELVING 4 1/2"=1'-0" A4.0 3/8' =1' -0" A4.0 1/4 " =1' -0" A4.0 1 /4 " =1' -0" A4.0 No. DESCRIPTION QTY ROUGH IN & MOUNTING NOTES GENERAL NOTES 1 DRIVE -UP WINDOW 0 - MODEL #: READY ACCESS B0 -10 1A DRIVE -UP COUNTER (30" x 70 ") 0 - - 2 AVAYA 2554 FEATURE PHONE 4 REFER TO ELECTRICAL DRAWINGS G.C. TO PROVIDE BLOCKING 2A DRIVERS BOX 1 - SEE DETAIL 3/A4.0 FOR MOUNTING HEIGHTS 3 CASH REGISTER 2 120V (INSTALL DATA/POWER OUTLETS INSIDE OUTLET) 4 CHIP RACK (LOC. BY OWNER) - - - 5 42" HIGH FRONT COUNTER 0 REFER TO DRAWINGS REFER TO DRAWINGS 5A 34" HIGH H.A. COUNTER wl CASHIER STANDS 2 REFER TO DRAWINGS 58 34" HIGH H.A. COUNTER 1 REFER TO DRAWINGS 6 OFFICE DESK w/ CHAIR 1 - 6A DESK WALL SHELVES 1 PROVIDE BLOCKING TO SECURE SHELVING UNITS G.C. TO PROVIDE BLOCKING 7 , WATER HEATER 1 REFER TO PLUMBING DRAWINGS &> ICE /BEVERAGE UNIT COUNTERTOP STYLE 1 120V - CORD AND PLUG (C &P) (INSTALL OUTLET IN CABINET) 8A' ICE/BEVERAGE UNIT LANCER 2300 DROP -IN /FREESTANDING COKE MACHINE 0 120V - CORD AND PLUG (C &P) (INSTALL OUTLET IN CABINET) 9 DASANI WATER COOLER 1 BELOW FRONT COUNTER 10 SNEEZE GUARD 0 24x31x24 CONFIGURATION - 10A SNEEZE GUARD 1 31x24x31 CONFIGURATION - 10B SNEEZE GUARD 0 31 CONFIGURATION - 11 CUP DISPENSERS 2 - - 12 SIDE LOADING BREAD RACK 2 - - 13' 91" REFRIG. PREP TABLE 2 120V -10 AMPS -1/2 HP- (C &P) RECEPT. @ 12" A.F.F.) - 13A 12 "x 91" S.S. OVERSHELF 2 - - 14 30" X 60" SLICER TABLE 1 - - 14A 24 "x30" S.S. TABLE 1 - - 14B 30 "x30" S.S. TABLE 1 - - 14C 30 "x48" S.S. TABLE 0 - - 14D 18 "x30" S.S. TABLE 0 - - t tNIPR EER 1 240V - 3 PH -18.4 AMPS - REFER TO ELEC. DRAWINGS VERIFY wl COUNTER MANF. T.S.S.I. G.C. TO PROVIDE BLOCKING 15A EXHAUST CANOPY HOOD 1 - G.C. TO PROVIDE BLOCKING 15B FAN & CURB 1 120V -1 PH - 5.8 AMPS - WIRE TO J -BOX - 16 BAG -N -BOX CARBONATE STOR. 1 - - 16A BULK CO2 SYSTEM 0 - ALL CO2 LINES MUST BE CONCEALED ABOVE CEILING & WITHIN WALLS. 16B SURFACE MOUNT FILL BOX 0 LOCATION SHOWN ON SHEET A4 LOCATION TO BE VERIFIED W/ LANDLORD PRIOR TO INSTALLATION 16C HIGH PRESSURE CO2 1 IN CABINET - 17: ICE `MAKER 250# (HOSHIZAKINNATER -COOL) 1 120V -10 AMPS WIRE TO J-BOX ( RECEPT. @ 72" A.F.F.) 1/2" C.W. - 3/8" COND. DRAIN -1" BIN DRAIN 17A ICE STORAGE BIN 1 - - 17B ICE MAKER 500# (HOSHIZAKIIWATER -COOL) 0 120V -13 AMPS - WIRE TO J -BOX 1/2" C.W. - 3/8" COND. DRAIN - 1" BIN DRAIN 18 SODA CABINET 1 - - 19 HAND SINK wl FAUCET 1 - 1/2" C.W. - 3/8" COND. DRAIN -1" BIN DRAIN. G.C. TO PROVIDE BLOCKING. PROVIDE STAINLESS STEEL SPLASH GUARD(S) 2a ZURN Z1996 -24 MOP SINK' 1 - REFER TO PLUMBING DRAWINGS 20A ZURN Z1996 -SF MOP SINK FAUCET 1 - REFER TO PLUMBING DRAWINGS. G.C. TO PROVIDE BLOCKING 21 3 COMPARTMENT SINK 1 - 1/2" C.W. - 1/2" H.W. - (3) 1 1/2" DRAIN. PROVIDE STAINLESS STEEL SPLASH GUARD BETWEEN PREP SINK & 3 -COMP SINK. 21A VEGETABLE PREP SINK, 1 UNIVERSAL 1/2" C.W. - 1/2" H.W. - (1) 1 1/2" DRAIN. PROVIDE STAINLESS STEEL SPLASH GUARD BETWEEN PREP SINK & 3 -COMP SINK. 21B 3 COMPARTMENT SINK FAUCET (Z842H1.0002) 1 - REFER TO PLUMBING DRAWINGS. G.C. TO PROVIDE BLOCKING 21C VEGETABLE SINK FAUCET (ZURN Z842H1 -15F) 1 - REFER TO PLUMBING DRAWINGS. G.C. TO PROVIDE BLOCKING 22 1 DOOR REFRIGERATOR 0 115V/60/1_5 amp -1/4 HP HOSHIZAKI RH1 -AAC 27.5" x 33.6" x82.5" WALK 1N REFRIGERATOR /FREEZER COMBO (SEE PLAN); 1 208V -1 PH -13.4 AMPS-5/8 HP -WIRE TO J -BOX (FREEZER) 208V -1 PH -13,4 AMPS -5/8 HP -WIRE TO J -BOX (REFRIG.) - KOLPAKWALK- INREFRIGERATOR: 6 0 x 6 -0 KOLPAK WALK -IN FREEZER : 6' -0" x 6 " -0" WALK -IN BOX DIMENSIONS: 6' -0" x 12' -0" x 8' -6" TALL w /INTERNAL RAMP & 36" TALL DIAMOND TREAD KICKPLATES ON BOTH SIDES OF DOORS. 23A METRO SEAL 3 SHELVING 3 - - 23B ELEC DOOR WALK -IN FREEZER 2 120V -9.29 AMPS -WIRE TO J -BOX - 23C DUNNAGE RACKS 3 - - 24 36" DP WIRE SHELVING UNITS 2 - - 24A 42" DP WIRE SHELVING UNITS 0 - - 24B 48" DP WIRE SHELVING UNITS 1 - - 24C 24" DP WIRE SHELVING UNITS 0 - - 24D 30" DP WIRE SHELVING UNITS 2 - - 24E 60" DP WIRE SHELVING UNITS 0 - 25 WINDOW/WALL COUNTER 0 - CORIAN TOP PROVIDED BY MIDWEST CABINET 25A FLOOR SUPPORT FOR WINDOW COUNTER 0 - POSTS PROVIDED BY KEC DESIGN 26 DISPLAY WALL SHELVES (14 "x48 ") 0 PROVIDE BLOCKING TO SECURE SHELVING UNITS SEE DETAIL 4 /A4.0 FOR MOUNTING HEIGHTS. G.C. TO PROVIDE BLOCKING 26A DISPLAY WALL SHELVES (14 "x42 ") 5 PROVIDE BLOCKING TO SECURE SHELVING UNITS SEE DETAIL 4/A4.0 FOR MOUNTING HEIGHTS. G.C. TO PROVIDE BLOCKING 26B DISPLAY WALL SHELVES (14 "x36 ") 0 PROVIDE BLOCKING TO SECURE SHELVING UNITS SEE DETAIL 4/A4.0 FOR MOUNTING HEIGHTS. G.C. TO PROVIDE BLOCKING 27 ELECTRIC SLICER 1 120V - 6 AMPS -1/2 HP - CORD & PLUG - 28 PAPER TOWEL DISPENSER 1 - G.C. TO PROVIDE BLOCKING 29 SOAP DISPENSER 1 - G.C. TO PROVIDE BLOCKING 30 HIGH TABLE 30"0 2 - - 30A LOW TABLE 30"0 2 - ADA ACCESSIBLE TABLE 30B 24 "x24" HIGH TABLE 0 - 30C 24 "x24" LOW TABLE 0 - 30D 24 "x42" HIGH TABLE 0 - 30E 24 "x42" LOW TABLE 0 - 30F 24 "x144" COMMUNITY TABLE 0 REFER TO DETAIL 4/A9.0 31 BOOTH SEATING UNIT FOR 4 6 - 31A BOOTH SEATING UNIT FOR 2 0 - 31B BOOTH SEATING UNIT FOR 3 0 - 31C BOOTH SEATING UNIT FOR 6 0 32 BARSTOOLS 4 - 33 CHAIRS 6 - 34 CUNO #15 WATER FILTER 1 - G.C. TO INSTALL ICE FILTERS ON THE WALL ABOVE ICE MACHINE AS DIRECTED IN KEYNOTE 1, SHEET P2. G.C. TO PROVIDE BLOCKING 35 SOFFIT MOUNTED MENU BOARD 1 - G.C. TO PROVIDE BLOCKING 36 WALL MOUNTED MENU BOARD 1 PROVIDE BLOCKING SEE DETAIL 2/A4.0 FOR MOUNTING HEIGHTS. G.C. TO PROVIDE BLOCKING 40 TRASH RECEPTACLE 2 - - 42 BATHROOM ACCESSORIES 0 REFER TO PLUMBING DRAWINGS & SHEET A5.0 G.C. TO PROVIDE BLOCKING 44 OUTDOOR MENU BOARD 0 120 VAC, 60 HZ, 2 AMPS G.C. TO PROVIDE BLOCKING 45 COMMUNITY TABLE LEG POST 0 PROVIDED BY KEC BOTTOM OF CEILING @ 10' -6" A.F.F. PROVIDE SOLID 2X BLOCKING FOR ALL WALL MOUNTED SHELVING DESK SHELVING (A) 5 1/4 " =1' -0" A4.0 BOTTOM OF CEILING @ 10' -6" A.F.F. G.C. TO VERIFY DESK OPTION WITH OWNER PRIOR TO ORDERING EQUIPMENT. METRO DESK ALTERNATIVE. UNIT DOES NOT REQUIRE BACKING AT SHELVES METRO DESK SHELVING SYSTEM METRO DESK ALTERNATIVE (B) 1/4"=1'-0" A4.0 GENERAL NOTES: 1) HAND SINKS, 3- COMPARTMENT & PREP SINKS, MOP BASIN AND PERMANENT COUNTERS AND CABINETS MUST BE SEALED TO FLOORS/ WALLS WITH A SILICON CAULK SEAL. 2) IF HAND SINKS HAVE SPRING - LOADED FAUCETS, THEY WILL RUN FOR A MINIMUM OF 15 SECONDS 3) FREEZER HEIGHT IS 8' -6" A.F.F. VERIFY CEILING HEIGHT TO BE A MINIMUM OF 11' -6" A.F.F. TO ACCOMMODATE TOP MOUNTED COMPRESSOR UNITS. REMOTE UNITS REQUIRE A MINIMUM 10' -0" A.F.F. CEILING HEIGHT. 4) SEE DETAIL ON SHEET COM -1 FOR PHONE /EQUIP INSTALLATION 5) THE MODULAR MILLWORK COMPONENTS ARE CONSTRUCTED OFF SITE BY AN APPROVED VENDOR AND ARE INSTALLED BY THE G.C. LOCATE MODULAR COMPONENTS AS INDICATED. 6) VERIFY SHEET SP -1 'NOTES FROM JIMMY JOHN'S CORPORATE' TO BE REFERENCED BEFORE PROCEEDING WITH ANY WORK! 7) MAXIMUM OCCUPANT LOAD SIGNAGE TO BE POSTED IN MAIN AREA. SIGNAGE TO BE PROVIDED BY FIRE DEPARTMENT. WALK -IN -BOX NOTES: 1) PROVIDE VAPOR PROOF FLUORESCENT LIGHTING IN COOLER & FREEZER 2) MAINTAIN AIR SPACE PER MFR.'S RECOMMENDATION 3) PROVIDE STAINLESS STEEL CLOSURE PIECES TO SEAL AIR SPACE BETWEEN WALL AND COOLERS. SEAL WITH CLEAR SEALANT. TYP. GENERAL NOTES 7 1/4 " =1' -0" A4.0 • BOOTH SEATING FOR (4): 6 BOOTHS = 24 SEATS • LOW TABLE SEATING UNIT: 2 TABLE = 6 SEATS • HIGH TABLE SEATING UNIT: 2 TABLE = 4 SEATS TOTAL = 34 SEATS r 30 "X48" ' L J DENOTES ACCESSIBLE SEATING BE ADVISED THAT THE NEW WASHINGTON STATE FOOD CODE REQU!RES COMMERCIAL RE RIGERATION TO HOLD FOOD AT 41 DEGREES FAHRENHEIT OR BELOW III (pi711VN` FROM 45 DEGREES) Hor WATER GENERA ION A,ND DISTRIBUTION SYSTEMS SHALL BE SUFFICIENT • TEE ' THE PEAK HOT`' TER DEMANDS THROUGHOUT THE FOOD ESTABLISHMENT. WARE A HING /DISHWAS NG SINK COMPARTMENTS SHALL BE LARGE ENOUGH TO ACCOMMODATE ! MMERSION`OF,THE LARGEST EQUIPMENT AND UTENSIL. PLUMBING SYSTEMS SHALT: BE DE CONSTRUCTED AND INSTALLED ACCORDING TO LAW (APPLICABLE STATE, AND FEDERAL STATUES, REGULATIONS AND ORDINANCES IGNED, OCA R SSTROOM IT IIEN HAND WASH SINKS SHALL BE EQUIPPED TO PROVIDE WATER AT A TEMPERATURE OFAT LEAST ,100 DEGREES FAHRENHEIT THROUGH A` MIXING VALVE OR COMBINATION FAUCET. SELF CLOSING OR METERING FAUCETS SHALL PROVIDEA FLOW OF WATER FOR AT LEIS' 15 SECONDS. IF000 SERVICE OPERATION AREA FLOORS, FLOOR; COVERINGS, WALLS, WALLS, VVAL L' COVERINGS, AND CEILINGS SHALL BE DESIGNED, CONSTRUCTED AND INSTAL.L:EG SO THEY ARE SMOOTH, DURABLE AND EASILY CLEANABLE FOOD, FOOD PREPARATION AND FOOD SERVICE EQUIPMENT STORAGE AREAS ARE PROHIBITED, UNDER SEWER LINES THAT ARE NOT SHJELDED TO INTERCEPT POTENTIAL DRIPS. Food equipment that is certi ied for sanitation by an American National Standards irstitufe,(ANSI) accredited certification progra viii ccimply with the food, code equipment 8 utensil material, Construction and design requirements. LOCKERS OR OTHER SUITABLE FACILITIES SHALL BE PROVIDED FOR THE ORDERLY STORAGE OF EMPLOYES' CLOTHING AN OTHER, POSSESSIONS. APPROVED SUBJECT TO ORDINANCE AUG 0A2011 Public Health - Seattle & , g aunty By It is strongly recommended that hotw� the:restroom hand wash sinks be plus from the mahot waterheater�...ins € using an instant warm type water ;hea under each sink. PROVIDE BELWITH P27115 -SC OR APPROVED EQUAL EMPLOYEE COAT HOOKS. MOUNT HALF AT 5' -4" A.F.F. & HALF AT 4' -0" A.F.F. PROVIDE BLOCKING IN WALL AS REQUIRED. WOMEN MEN 105 COOLER & FREEZER 103 REFRIG. 6' x 6' STORAGE - G.C. TO PLACE ICE MAKER/STORAGE BIN 5" FROM EACH WALL DINING C ( 100 DINING A <32 (32 TENANT N.I.C. HAND SINK WITH SOAP & PAPER TOWEL DISPENSER 8" STAINLESS STEEL SPLASHGUARDS PROVIDE STAINLESS STEEL SPLASH GUARD BETWEEN PREP SINK & 3 -COMP SINK. vesck44 '►dk4;" CIRAINBOARDS, UTENSIL RACKS, OR, TABLES LARGE ENOUGH T ©: ACCOMMODATE ALL SOILED AND £I ITEMS SHALL BE PROVIDED FOR o z < NECESSARY UTENSIL;HOLDINGR..BE a CLEANING ANT? AFTER SANITIZING. (14A) KITCHEN / PREP 101 SEE DETAIL 2/A4.0 FOR MOUNTING HEIGHT G.C. TO VERIFY LOCATION OF MENU BOARD DOES NOT INTERFERE WITH NE THERMOSTAT LOCATION. VERIFY CONDITIONS IN FIELD PRIOR TO MOUNTING MENU BOARD DINING B A PREOPERATIONAL INSPECTION BY THE KING COUNTY HEALTH DEPARTMENT IS REQUIRED PRIOR TO OPERATION. APPLICANT PLAN SET IS REQUIRED TO BE AVAILABLE ON SITE DURING THAT INSPECTION. NO CHANGES SHALL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL NOTE: PUBLIC HEALTH - KING COUNTY INSPECTION REQUIRED ON COMPLETION OF WORK PRIOR TO OPENING. NORT REVIEWED FOR CODE COMPLIANCE APPROVED AUG 9 2 2011 City of Tukwila BUILDING DIVISION RECEIVED AUG 10 2011 PERMIT CENTER 0$ J I- I- L�J LLI Q Zw <C JO O) F- Z Z Ll.l LLI a_ a_ 0 0 WW tg 0 rm H D .0 Aim ✓ rn w- u in /E z • Mil �z O W n Revisions A ISSUE FOR JJ REVIEW 06/30/11 A W ISSUE FOR PERMIT /LL REIVEW 07/15/11 0 0 A 0 A ARCHITECT 1 HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER MY SUPERVISION AND THAT TO THE BEST OF MY KNOWLEDGE, THE SAME COMPLY WITH ALL RULES, REGULATIONS AND ORDINANCES OF TUKWILA, WA RELATING TO STRUCTURES AND BUILDINGS. ARCHITECT Drawn By RC Checked By DR Scale 1/4 " =1' -0" Date 06/30/2011 EQUIPMENT SCHEDULE 9 A4.0 SEATING CAPACITY 8 EQUIPMENT PLAN 1/4"=1-0" A4.0 1/4 " =1' -0" A A2.0 Job 11 -2100 Sheet No. A4.0 ROOFTOP UNIT SCHEDULE TAG SUPPLY CFM OA CFM SUPPLY FAN EVAPORATOR COIL HEATING HP EXTERNAL 8P. SEER TOTAL COOLING (BTUH) SENSIBLE COOUNQ (BTUH) NOMINAL TONS BTU INPUT BTU OUTPUT VOLTS ELECTRICAL DATA PHASE MOCP MCA WEIGHT (LB) MANUFACTURER MODEL NOTES NEW EXISTING 1600 1200 450 1.0 1 /3 0.60 0.60" 13.0 10.0 48,000 35,400 27,800 25,600 4.0 3.0 60,000 50,000 48,000 40,000 208 208 3 35.0 30.0 25.2 19.2 700 386 TRANE TRANE YSC048 YCC036F3LOBF 1 2 1. INCLUDE 100% MODULATING ECONOMIZER, ROOF CURB, 2" FILTERS, HI AND LOW PRESSURE SWITCHES, 2. EXISTING UNIT. VERIFY ALL INFORMATION IN FIELD. Minimum Outside DIFFUSER & GRILLE SCHEDULE MARK APPLICATION MFR. / MODEL PATTERN . MATL. FINISH BORDER ACTUAL CFM ACCESSORIES REMARKS S -1 CEILING TITUS /TMS ADJ. STEEL. 26 ROOF 3 CAPTIVEAIRE DU3OHFA RADIAL OPPOSED BLADE DAMPER LAY DW-IN . -T -BAR FRAME AS REQD. S -2 SIDE • TITUS 300RL ADJ. . STEEL 26 • Occupant Density (# /1000 sf) 1 Zone Air • Distribution Effectivene ss Ez (Table 403.3.1.2) OPPOSED BLADE DAMPER DUCT MTD./ . WALL MOUNT R -1 CEILING TITUS 50F EGG CRATE • ALUMINUM 26 • 3 . ® LAY IN T -BAR EGG CRATE DW. FRAME AS REQUIRED LAY -IN T -BAR R -2 WALL TITUS 50F -NT EGG CRATE ALUMINUM 26 - 1 Dining Room • • N/A WALL / DUCT MTD. . - .DEVICES SHALL BE TITUS OR APPROVED EQUAL. SEE •SPECIFICATIONS. • - FLEXIBLE OR RIGID RUNOUT DUCT SIZE SHALL BE SAME SIZE AS DIFFUSER NECK UNLESS OTHERWISE SPECIFICALLY SHOWN ON DRAWINGS. • . - MAXIMUM NC FOR ANY DEVICE WITH SPECIFIED CFM AND WIDE -OPEN DAMPER SHALL BE NO GREATER THAN NC25. . - CEILING MODULE SHALL BE. 24X24 UNLESS OTHERWISE NOTED, PROVIDE DRYWALL FRAMES AS REQUIRED - AIR PATTERN SHALL BE 4 -WAY UNLESS SHOWN OTHERWISE ON DRAWINGS. . 34 Minimum Outside Air Ventilation Schedule TAG NUMBER �� SERVED SC?. FT.. SERVED EQUIPMENT LOCATION OTY MANUFACTURER/ MODEL 1 . ORDINANCE • CFM ACTUAL CFM TOTAL STATIC PRESSURE IN WC FAN POWER ELECTRICAL V /P /Hz WEIGHT' Ventilation Rateper 2009 IMC 403 (based on ASHRAE Std. 62.1 -2007) ® GENERAL . TYPE -2 HOOD - ROOF 1 CAPTIVEAIRE DU3OHFA Equip. Tag Zone Occupancy Category Area (sf) People Outdoor Air Rate (cfm /person) Table 403.3 Zone Population. Number of people In space.* , Area Outdoor Air Rate (cfm /sf) (Table 403.4 , Occupant Density (# /1000 sf) Breathing Zone Outdoor Air Flow Vbz /(CFM) Zone Air • Distribution Effectivene ss Ez (Table 403.3.1.2) Zone Outdoor Air Flow (Voz /(CFM) System Ventilation EfficiencyEv (Table 403.3.2.3.2 . Min. Design Outdoor Air Intake Flow Vot /(CFM) Minimum Outdoor Air Intake Flow (CFM) Proposed Outdoor Air Intake Flow (CFM) .25 1.1 AMPS 120/1/60 -- 6 ® © © TOILET RM - CEILING 1 BROAN L100 - AH -1 Dining Room • Dining Room 551 7.5 34 0.06 15 288.06 1.00 288.06 0.90 259 233 450 Office Office spaces 50 5.0 1 0.12 5 11.00 1.00 11.00 0.90 10 9 Kitchen Kitchens 404 NA 6 NA NA NA NA NA NA NA 90 Total 332 450 * In some cases occupancy is Tess than maximums as allowed per403.3 exception, in no case shall the occupancy be less than one half per Table 403.3. . I\STRUCTIO\ TO BIDDERS 1. THE CONTRACTOR SHALL USE THE EXISTING CONDENSER WATER LOOP WITH ITS CURRENT LOCATION AND ORIENTATION. 2. THE CONTRACTOR SHALL VERIFY ALL OWNER SUPPLIED .AND /OR. OWNER INSTALLED EQUIPMENT PRIOR TO FINALIZING THE BID. 3, THE CONTRACTOR SHALL VISIT THE SITE AND INCLUDE IN THE BID ALL REQUIRED ACCESSORIES AND LABOR IN ORDER TO PROVIDE A COMPLETE OPERATING SYSTEM FOR THE OWNERS BENEFICIAL USE AT NO ADDITIONAL COST. INCLUDE ALL IN THE BID ALL COSTS REGARDING EXISTING CONDITIONS, RELOCATION OF PIPING OR UTILITIES WHICH MAY NOT BE SHOWN IN THE DESIGN DRAWINGS PRIOR TO FINALIZING THE BID. GE \ERAL NECHA \ICAL CO\ DITIO \S 1. THE GENERAL AND SPECIAL CONDITIONS OF THE ARCHITECTURAL SPECIFICATIONS SHALL BE INCLUDED AS PART OF THESE DOCUMENTS. 2. ALL MATERIALS SHALL BE NEW, UNUSED, AND THE BEST OF THEIR RESPECTIVE KINDS AND FREE FROM DEFECTS. 3. THE CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE AIR DISTRIBUTION SYSTEM WITHIN THE TENANT SPACE TO INCLUDE, BUT NOT LIMITED TO ALL DUCTWORK, HANGERS, INSULATION, VAPOR BARRIER, SUPPLY DIFFUSERS, RETURN GRILLES, FLEXIBLE CONNECTIONS, AND CONTROL INSTALLATION AS REQUIRED FOR A COMPLETE AND WORKING SYSTEM. THE CONTRACTOR SHALL PAY ALL FEES, GIVE ALL NOTICES, FILE ALL NECESSARY DRAWINGS AND OBTAIN ALL PERMITS AND CERTIFICATES OF APPROVAL REQUIRED IN CONNECTION WITH ALL WORK UNDER THIS CONTRACT. ALL WORK SHALL BE FURNISHED AND INSTALLED IN FULL ACCORDANCE WITH ALL LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS. 4. DRAWINGS ARE DIAGRAMMATIC ONLY, INTENDING TO SHOW GENERAL RUNS AND LOCATIONS OF THE WORK AND ARE NOT INTENDED TO BE RIGID IN SPECIFIC DETAIL. 5. THE CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE SITE FOR HIS WORK BEFORE HAVING SUBMITTED HIS PROPOSAL. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR CONDITIONS FOUND DURING THE COURSE OF THE CONTRACT. 6. THE CONTRACTOR SHALL VERIFY, ALL MEASUREMENTS AT THE SITE AND BE RESPONSIBLE FOR THE CORRECTNESS OF THE SAME. 7. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF HIS WORK WITH LIGHTING PLANS, REFLECTED CEILING PLANS, LANDLORD'S SPRINKLER PLANS AND ALL OTHER TRADES. 8. THE INSTALLATION OF ALL EQUIPMENT AND MATERIALS REQUIRING ACCESS SHALL BE MADE IN SUCH MANNER AS TO MAKE THE EQUIPMENT AND MATERIALS READILY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIRS. 9. STORAGE OF CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE ONLY IN SPACES AS DESIGNATED BY THE ARCHITECT /OWNER. 10. CONSTRUCTION DEBRIS AND RUBBISH GENERATED BY THE CONTRACTOR SHALL BE REMOVED FROM PREMISES AS OFTEN AS NECESSARY OR AS DIRECTED TO MAINTAIN A CLEAN AND WORKABLE AREA. . ALL WORK AND EQUIPMENT SHALL BE FULLY GUARANTEED FOR ONE (1) YEAR FROM THE DATE OF FINAL PAYMENT AND ACCEPTANCE. . 12. ALL WORK, INCLUDING INSIDE OF SUPPLY AIR DUCTS, AND EQUIPMENT WITHIN THE CONTRACT AREA FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER BEFORE TURNING SAME OVER TO THE OWNER. 11. 13. CONNECT NEW WORK TO EXISTING IN A NEAT AND APPROVED MANNER. 14. INTERRUPTION OF HEATING, POWER AND AUXILIARY SYSTEMS WHERE AND IF REQUIRED SHALL BE COORDINATED AND SHALL OCCUR ONLY DURING PREARRANGED ACCEPTABLE TIMES. 15. ALL DESIGN SHALL INCORPORATE CURRENT ASHRAE AND SMACNA METHODS. 16. WHEN EXISTING DUCTWORK IS UTILIZED, SIZES SHALL BE AS SHOWN ON DWGS. AS MINIMUM REQUIREMENT. GENERAL \OTES A. DUCT SIZES SHOWN ARE SHEET METAL DIMENSIONS. NOT DUCT LINER. REFER TO MECHANICAL SPECIFICATIONS ATIONS FOR DUCT INSULATION REQUIREMENTS. B. PROVIDE SINGLE WALL TURNING VANES ® ALL ELBOWS AND TEES PER SMACNA STANDARDS. C. DO NOT PROVIDE AIR EXTRACTORS OR SPLITTER DAMPERS WHICH PROTRUDE INTO RECTANGULAR TRUNK DUCTS. PROVIDE ROUND SPIN -IN FITTINGS FOR ROUND BRANCH DUCTS. D. ROUND BRANCH DUCTS ARE SAME SIZE AS DIFFUSER WHICH THEY SERVE. E. CONTRACTOR SHALL FIELD VERIFY THE EXACT SIZE, LOCATION, AND CONDITION OF ALL EXISTING EQUIPMENT, PIPING, DUCTWORK, ETC. TO BE REUSED, RETAINED OR CONNECTED TO. F. G. CONTRACTOR SHALL COMPLY WITH ALL LANDLORD'S TENANT CRITERIA. COORDINATE AND SCHEDULE ALL WORK WITH LANDLORD'S FIELD REPRESENTATIVE. MAXIMUM FLEXIBLE DUCT LENGTH SHALL NOT EXCEED 5' -O ". REFER TO MECHANICAL SPECIFICATIONS ON SHEET M -2. H. CONTRACTOR SHALL PROCURE THE SERVICES OF A APPROVED NEBB OR AABC CERTIFIED AIR BALANCE & TESTING AGENCY TO BALANCE, ADJUST & TEST EQUIPMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING 3 COPIES OF BALANCE /TEST AGENCIES REPORT TO TENANT PROJECT MANAGER AND /OR LANDLORD'S REPRESENTATIVE FOR REVIEW. . I. BALANCING OF AIR DEVICES SHALL BE ACCOMPLISHED BY ADJUSTING BRANCH TAKEOFF DAMPER AT MAIN TRUNK DUCT. DAMPERS IN THE NECKS OF AIR DEVICES SHALL BE USED FOR FINAL TRIM ONLY, AND IN NO CASE FOR GREATER THAN 10% IF THE INDICATED VOLUME FOR THE INDIVIDUAL AIR DEVICE. J. K. DO NOT ATTACH ANYTHING TO THE UNDERSIDE OF THE ROOF DECK. ALL LOADS AND BRACING MUST BE ADEQUATELY SUPPORTED FROM THE BUILDING ROOF STRUCTURE. ALL FLOOR OR WALL PENETRATIONS SHALL BE APPROVED BY LANDLORD AND DONE IN ACCORDANCE WITH ROOF MANUFACTURERS RECOMMENDATIONS SO AS NOT TO VOID THE WARRANTY. HVAC \OTES: 1. PROVIDE TESTING AND BALANCING FOR ALL AIR SYSTEMS. SUBMIT REPORTS TO ARCHITECT. 2. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL OF MAJOR MECHANICAL EQUIPMENT PRIOR TO ORDERING. 3. SEE ALL OTHER DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL WORK AND CLARIFICATIONS OR WORK TO BE PERFORMED. 4. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF DIFFUSERS, REGISTERS, GRILLES LOCATED IN THE CEILING GRID. 5. DUCTWORK LAYOUT SHOWN IS RECOMMENDED. ADJUST TO COMPLY WITH LOCAL CODE REQUIREMENTS AND AS BUILT CONDITIONS. \IECHA \ICAL SPECIFICATIO \ S AIR BALANCING A. CONTRACTOR SHALL PROCURE THE SERVICES OF AN INDEPENDENT NEBB OR AABC CERTIFIED AIR BALANCE AND TESTING AGENCY TO BALANCE, ADJUST & TEST EQUIPMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING 3 COPIES OF BALANCE /TEST AGENCIES REPORT TO P.S.S. PROJECT MANAGER AND LANDLORD OPERATIONS DIRECTOR FOR REVIEW. MIN. OUTDOOR C.F.M. AND INDOOR FAN G.F.M. SHALL BE PROVIDED AS SHOWN ON MINIMUM OUTSIDE AIR SCHEDULE. 2. DUCTWORK A. INSTALL ALL DUCTWORK IN COMPLETE CONFORMANCE WITH RECOMMENDED CONSTRUCTION STANDARDS FOR RECTANGULAR AND ROUND SHEET METAL AND FLEXIBLE DUCTS IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS AND ALL OTHER AUTHORITIES HAVING JURISDICTION. FLEXIBLE DUCT SHALL NOT EXCEED 5' -0" IN LENGTH. MINIMUM SHEET METAL THICKNESS SHALL BE 26 GA. B. ALL DUCT JOINTS LONGITUDINAL AND TRANSVERSE ARE TO BE SEALED USING 181A OR 1816 LISTED TAPES AND MASTICS. MECHANICAL FASTENERS MUST BE USED TO FASTEN DUCTS. STRAP HANGERS SHALL NOT BE LESS THAN 1" BY 1/8" THICK ON SIX (6) FOOT CENTERS AND ATTACHED TO SIDE OF DUCT WITH SHEET METAL SCREWS. INSULATED FLEXIBLE DUCT MAY BE USED FOR LOW PRESSURE RUNOUTS TO INDIVIDUAL DIFFUSERS IN LENGTHS NOT TO EXCEED FIVE (5) FEET FOR EACH DIFFUSER. SEAL ALL SHEET METAL SCREW PENETRATIONS. D. ALL RECTANGULAR AND ROUND SUPPLY DUCTWORK SHALL BE EXTERNALLY INSULATED WITH A MINIMUM THICKNESS THAT CONFORMS TO THE STANDARD OF THE LOCAL CODE AND SHALL IN NO CASE BE LESS THAN 1 -1/2" AND SHALL HAVE A CONTINUOUS VAPOR BARRIER JACKET W /ALL JOINTS TAPED AND SEALED. FRESH AIR DUCT SHALL HAVE 2" INTERNAL DUCT LINER FROM POINT OF OUTSIDE AIR CONNECTION TO POINT OF CONNECTION AT PLENUM BOX OR MIXING BOX. ALL EXPOSED SPIRAL DUCT SHALL HAVE SPIRACOUSTIC INTERNAL DUCT LINER, OR TOUGHGARD ULTRA ROUND BY CERTAINTEED. E. PROVIDE FLEXIBLE CONNECTION BETWEEN ALL FAN POWERED EQUIPMENT AND CONNECTING DUCTWORK. F. ALL INSULATION, JOINING MATERIALS, SEALER, ETC.. SHALL HAVE 'A U.L. FLAME SPREAD CLASSIFICATION OF NO MORE THAN 25 AND A SMOKE DEVELOPMENT RATING NOT MORE. THAN 50. C. AIR DEVICES A. SUPPLY DIFFUSERS: (TITUS AS STANDARD) SHALL BE FURNISHED WITH BAKED WHITE ENAMEL FINISH, AND SHALL BE SELECTED FOR NECK VELOCITIES NOT EXCEEDING 800 FPM AND NOISE LEVEL OF NC -35 OR LESS. . B. SUPPLY DIFFUSERS SHALL BE ROUND NECK, STEEL, MODEL MCD, SIZED USING CRITERIA INDICATED ABOVE FOR LAY -IN CEILING GRID TYPE CONSTRUCTION OR DRYWALL CEILING AS INDICATED ON DWG. DIFFUSERS SHALL BE COMPLETE WITH ADJUSTABLE AIR PATTERNS AND VOLUME CONTROL DAMPERS. RETURNS SHALL BE 22 INCH SQUARE NECK ALUM. MODEL 50F AND /OR AS NOTED ON PLANS AND AIR DEVICE SCHEDULE. FACE VELOCITY OF RETURN REGISTERS SHALL NOT EXCEED 500 FPM. VOLUME CONTROL DAMPER NOT REQUIRED FOR RETURN INSTALLATION EXCEPT WHERE NOTED. D. COORDINATE LOCATION OF AIR DEVICES WITH LIGHTS, SPRINKLERS, SPEAKER, SMOKE DETECTORS, ETC. C. 4. EQUIPMENT 5. A. REFER TO MECHANICAL PLANS FOR. SPECIFICATIONS OF HVAC EQUIPMENT. B. ALL NEW EQUIPMENT SHALL BE EQUIVALENT TO THE SPECIFIED ITEM. ANY ACCOMMODATIONS FOR ALTERNATE MANUFACTURERS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. C. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. D. COORDINATE UNIT LOCATION WITH LANDLORD AND SITE CONDITIONS. E. ALL PIPING AND FITTINGS LOCATED OUTDOORS AND ABOVE GRADE SHALL BE CLEANED FREE OF RUST AND PAINTED. ALL FITTINGS TO BE MADE WITH PIPE JOINT COMPOUND. TEFLON TAPE NOT ALLOWED. CONTROLS A. B. C. D. PROVIDE CONTROLS AS SPECIFIED. SPECIAL CONTROL METHODS WILL BE ADDRESSED ON AN INDIVIDUAL BASIS. THE CONTRACTOR SHALL PROVIDE ALL 24V WIRING INCLUDING CONNECTIONS, CHECK, TEST AND START -UP. CONTRACTOR SHALL SUPPLY AND PROGRAM CONTROLS TO SATISFY THE REQUIREMENTS OF THE LOCAL ENERGY CODE. A 57 DEADBAND SHALL BE PROGRAMMED WITH CAPABILITY OF 557 HEATING AND 857 COOLING SETBACK TEMPERATURES. CONTROLS SHALL ALSO HAVE AN ACCESSIBLE 2 HOUR OCCUPANT OVERRIDE. SCOPE OF WORK: CONTRACTOR SHALL USING EXISTING LANDLORD'S DDC BUILDING AUTOMATION SYSTEM.. PROVIDE ALL REQUIRED ACCESSORIES, CONTROL WIRING, TESTING, CALIBRATION, ETC. AS REQUIRED IN ORDER TO PROVIDE A FULLY FUNCTIONING, TEMPERATURE CONTROLLED HVAC VAV SYSTEM FOR THIS SPACE. ENERGY CODE NOTES: 1) THERMOSTATS SHALL BE A 7 DAY PROGRAMMABLE TYPE WITH A 5 DEGREE DEADBAND AND AUTOMATIC SETBACK CONTROL PER 1412.2 WASHINGTON STATE ENERGY CODE. 2) DUCT INSULATION AND SEALING SHALL MEET CHAPTER 14 SECTION 1414 REQUIREMENTS. 3) SUPPLY AND RETURN DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO MIN. R -8. ROOFTOP HVAC DUCTWORK SHALL HAVE A WEATHER BARRIER. 4) SUPPLY AND RETURN DUCTS IN CONDITIONED SPACES DO NOT REQUIRE INSULATION. DUCTS IN UNCONDITONED SPACES (LE. ABOVE CEILING) SHALL BE R-8. 5) PIPING . INSULATION SHALL MEET THE REQUIREMENTS . OF WASHINGTON STATE ENERGY CODE TABLE 14 -6. 6) CONTRACTOR SHALL SUBMIT RECORD DRAWINGS AND OPERATING AND MAINTENANCE MANUALS PER 1416 WSEC.. 7) CONTRACTOR SHALL PERFORM AND SUBMIT AN AIR BALANCE REPORT PER 1416.3.1 PER WSEC. 8) CONTRACTOR SHALL SUBMIT A COMMISSIONING REPORT AND DOCUMENTATION PER 1416.4 PER WSEC. PLAN INDEX EXHAUST FAN SCHEDULE TAG NUMBER �� SERVED SC?. FT.. SERVED EQUIPMENT LOCATION OTY MANUFACTURER/ MODEL 1 . ORDINANCE • CFM ACTUAL CFM TOTAL STATIC PRESSURE IN WC FAN POWER ELECTRICAL V /P /Hz WEIGHT' REMARKS ® GENERAL . TYPE -2 HOOD - ROOF 1 CAPTIVEAIRE DU3OHFA 450 .50 1/4 HP 120/1 /60 . 50 LBS 1,2,3,4,5 0 TOILET RM - CEILING 1 BROAN L100 - 93 .25 1.1 AMPS 120/1/60 -- 6 ® © © TOILET RM - CEILING 1 BROAN L100 - 93 .25 1.1 AMPS 120/1 /60 -- 6 NOTES SPEED CONTROL FOR BALANCING. TO BE INTERLOCKED WITH AC -1, FAN. SWITCH WITH ROOF CURB TO RUN CONTINUOUSLY DURING OCCUPIED HOURS TO RUN VIA LIGHT SWITCH. 1. PROVIDE 2. FAN 3. DISCONNECT 4: FAN_ 5. FAN 6. FAN I\STRUCTIO\ TO BIDDERS 1. THE CONTRACTOR SHALL USE THE EXISTING CONDENSER WATER LOOP WITH ITS CURRENT LOCATION AND ORIENTATION. 2. THE CONTRACTOR SHALL VERIFY ALL OWNER SUPPLIED .AND /OR. OWNER INSTALLED EQUIPMENT PRIOR TO FINALIZING THE BID. 3, THE CONTRACTOR SHALL VISIT THE SITE AND INCLUDE IN THE BID ALL REQUIRED ACCESSORIES AND LABOR IN ORDER TO PROVIDE A COMPLETE OPERATING SYSTEM FOR THE OWNERS BENEFICIAL USE AT NO ADDITIONAL COST. INCLUDE ALL IN THE BID ALL COSTS REGARDING EXISTING CONDITIONS, RELOCATION OF PIPING OR UTILITIES WHICH MAY NOT BE SHOWN IN THE DESIGN DRAWINGS PRIOR TO FINALIZING THE BID. GE \ERAL NECHA \ICAL CO\ DITIO \S 1. THE GENERAL AND SPECIAL CONDITIONS OF THE ARCHITECTURAL SPECIFICATIONS SHALL BE INCLUDED AS PART OF THESE DOCUMENTS. 2. ALL MATERIALS SHALL BE NEW, UNUSED, AND THE BEST OF THEIR RESPECTIVE KINDS AND FREE FROM DEFECTS. 3. THE CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE AIR DISTRIBUTION SYSTEM WITHIN THE TENANT SPACE TO INCLUDE, BUT NOT LIMITED TO ALL DUCTWORK, HANGERS, INSULATION, VAPOR BARRIER, SUPPLY DIFFUSERS, RETURN GRILLES, FLEXIBLE CONNECTIONS, AND CONTROL INSTALLATION AS REQUIRED FOR A COMPLETE AND WORKING SYSTEM. THE CONTRACTOR SHALL PAY ALL FEES, GIVE ALL NOTICES, FILE ALL NECESSARY DRAWINGS AND OBTAIN ALL PERMITS AND CERTIFICATES OF APPROVAL REQUIRED IN CONNECTION WITH ALL WORK UNDER THIS CONTRACT. ALL WORK SHALL BE FURNISHED AND INSTALLED IN FULL ACCORDANCE WITH ALL LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS. 4. DRAWINGS ARE DIAGRAMMATIC ONLY, INTENDING TO SHOW GENERAL RUNS AND LOCATIONS OF THE WORK AND ARE NOT INTENDED TO BE RIGID IN SPECIFIC DETAIL. 5. THE CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE SITE FOR HIS WORK BEFORE HAVING SUBMITTED HIS PROPOSAL. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR CONDITIONS FOUND DURING THE COURSE OF THE CONTRACT. 6. THE CONTRACTOR SHALL VERIFY, ALL MEASUREMENTS AT THE SITE AND BE RESPONSIBLE FOR THE CORRECTNESS OF THE SAME. 7. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF HIS WORK WITH LIGHTING PLANS, REFLECTED CEILING PLANS, LANDLORD'S SPRINKLER PLANS AND ALL OTHER TRADES. 8. THE INSTALLATION OF ALL EQUIPMENT AND MATERIALS REQUIRING ACCESS SHALL BE MADE IN SUCH MANNER AS TO MAKE THE EQUIPMENT AND MATERIALS READILY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIRS. 9. STORAGE OF CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE ONLY IN SPACES AS DESIGNATED BY THE ARCHITECT /OWNER. 10. CONSTRUCTION DEBRIS AND RUBBISH GENERATED BY THE CONTRACTOR SHALL BE REMOVED FROM PREMISES AS OFTEN AS NECESSARY OR AS DIRECTED TO MAINTAIN A CLEAN AND WORKABLE AREA. . ALL WORK AND EQUIPMENT SHALL BE FULLY GUARANTEED FOR ONE (1) YEAR FROM THE DATE OF FINAL PAYMENT AND ACCEPTANCE. . 12. ALL WORK, INCLUDING INSIDE OF SUPPLY AIR DUCTS, AND EQUIPMENT WITHIN THE CONTRACT AREA FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER BEFORE TURNING SAME OVER TO THE OWNER. 11. 13. CONNECT NEW WORK TO EXISTING IN A NEAT AND APPROVED MANNER. 14. INTERRUPTION OF HEATING, POWER AND AUXILIARY SYSTEMS WHERE AND IF REQUIRED SHALL BE COORDINATED AND SHALL OCCUR ONLY DURING PREARRANGED ACCEPTABLE TIMES. 15. ALL DESIGN SHALL INCORPORATE CURRENT ASHRAE AND SMACNA METHODS. 16. WHEN EXISTING DUCTWORK IS UTILIZED, SIZES SHALL BE AS SHOWN ON DWGS. AS MINIMUM REQUIREMENT. GENERAL \OTES A. DUCT SIZES SHOWN ARE SHEET METAL DIMENSIONS. NOT DUCT LINER. REFER TO MECHANICAL SPECIFICATIONS ATIONS FOR DUCT INSULATION REQUIREMENTS. B. PROVIDE SINGLE WALL TURNING VANES ® ALL ELBOWS AND TEES PER SMACNA STANDARDS. C. DO NOT PROVIDE AIR EXTRACTORS OR SPLITTER DAMPERS WHICH PROTRUDE INTO RECTANGULAR TRUNK DUCTS. PROVIDE ROUND SPIN -IN FITTINGS FOR ROUND BRANCH DUCTS. D. ROUND BRANCH DUCTS ARE SAME SIZE AS DIFFUSER WHICH THEY SERVE. E. CONTRACTOR SHALL FIELD VERIFY THE EXACT SIZE, LOCATION, AND CONDITION OF ALL EXISTING EQUIPMENT, PIPING, DUCTWORK, ETC. TO BE REUSED, RETAINED OR CONNECTED TO. F. G. CONTRACTOR SHALL COMPLY WITH ALL LANDLORD'S TENANT CRITERIA. COORDINATE AND SCHEDULE ALL WORK WITH LANDLORD'S FIELD REPRESENTATIVE. MAXIMUM FLEXIBLE DUCT LENGTH SHALL NOT EXCEED 5' -O ". REFER TO MECHANICAL SPECIFICATIONS ON SHEET M -2. H. CONTRACTOR SHALL PROCURE THE SERVICES OF A APPROVED NEBB OR AABC CERTIFIED AIR BALANCE & TESTING AGENCY TO BALANCE, ADJUST & TEST EQUIPMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING 3 COPIES OF BALANCE /TEST AGENCIES REPORT TO TENANT PROJECT MANAGER AND /OR LANDLORD'S REPRESENTATIVE FOR REVIEW. . I. BALANCING OF AIR DEVICES SHALL BE ACCOMPLISHED BY ADJUSTING BRANCH TAKEOFF DAMPER AT MAIN TRUNK DUCT. DAMPERS IN THE NECKS OF AIR DEVICES SHALL BE USED FOR FINAL TRIM ONLY, AND IN NO CASE FOR GREATER THAN 10% IF THE INDICATED VOLUME FOR THE INDIVIDUAL AIR DEVICE. J. K. DO NOT ATTACH ANYTHING TO THE UNDERSIDE OF THE ROOF DECK. ALL LOADS AND BRACING MUST BE ADEQUATELY SUPPORTED FROM THE BUILDING ROOF STRUCTURE. ALL FLOOR OR WALL PENETRATIONS SHALL BE APPROVED BY LANDLORD AND DONE IN ACCORDANCE WITH ROOF MANUFACTURERS RECOMMENDATIONS SO AS NOT TO VOID THE WARRANTY. HVAC \OTES: 1. PROVIDE TESTING AND BALANCING FOR ALL AIR SYSTEMS. SUBMIT REPORTS TO ARCHITECT. 2. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL OF MAJOR MECHANICAL EQUIPMENT PRIOR TO ORDERING. 3. SEE ALL OTHER DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL WORK AND CLARIFICATIONS OR WORK TO BE PERFORMED. 4. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF DIFFUSERS, REGISTERS, GRILLES LOCATED IN THE CEILING GRID. 5. DUCTWORK LAYOUT SHOWN IS RECOMMENDED. ADJUST TO COMPLY WITH LOCAL CODE REQUIREMENTS AND AS BUILT CONDITIONS. \IECHA \ICAL SPECIFICATIO \ S AIR BALANCING A. CONTRACTOR SHALL PROCURE THE SERVICES OF AN INDEPENDENT NEBB OR AABC CERTIFIED AIR BALANCE AND TESTING AGENCY TO BALANCE, ADJUST & TEST EQUIPMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING 3 COPIES OF BALANCE /TEST AGENCIES REPORT TO P.S.S. PROJECT MANAGER AND LANDLORD OPERATIONS DIRECTOR FOR REVIEW. MIN. OUTDOOR C.F.M. AND INDOOR FAN G.F.M. SHALL BE PROVIDED AS SHOWN ON MINIMUM OUTSIDE AIR SCHEDULE. 2. DUCTWORK A. INSTALL ALL DUCTWORK IN COMPLETE CONFORMANCE WITH RECOMMENDED CONSTRUCTION STANDARDS FOR RECTANGULAR AND ROUND SHEET METAL AND FLEXIBLE DUCTS IN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS AND ALL OTHER AUTHORITIES HAVING JURISDICTION. FLEXIBLE DUCT SHALL NOT EXCEED 5' -0" IN LENGTH. MINIMUM SHEET METAL THICKNESS SHALL BE 26 GA. B. ALL DUCT JOINTS LONGITUDINAL AND TRANSVERSE ARE TO BE SEALED USING 181A OR 1816 LISTED TAPES AND MASTICS. MECHANICAL FASTENERS MUST BE USED TO FASTEN DUCTS. STRAP HANGERS SHALL NOT BE LESS THAN 1" BY 1/8" THICK ON SIX (6) FOOT CENTERS AND ATTACHED TO SIDE OF DUCT WITH SHEET METAL SCREWS. INSULATED FLEXIBLE DUCT MAY BE USED FOR LOW PRESSURE RUNOUTS TO INDIVIDUAL DIFFUSERS IN LENGTHS NOT TO EXCEED FIVE (5) FEET FOR EACH DIFFUSER. SEAL ALL SHEET METAL SCREW PENETRATIONS. D. ALL RECTANGULAR AND ROUND SUPPLY DUCTWORK SHALL BE EXTERNALLY INSULATED WITH A MINIMUM THICKNESS THAT CONFORMS TO THE STANDARD OF THE LOCAL CODE AND SHALL IN NO CASE BE LESS THAN 1 -1/2" AND SHALL HAVE A CONTINUOUS VAPOR BARRIER JACKET W /ALL JOINTS TAPED AND SEALED. FRESH AIR DUCT SHALL HAVE 2" INTERNAL DUCT LINER FROM POINT OF OUTSIDE AIR CONNECTION TO POINT OF CONNECTION AT PLENUM BOX OR MIXING BOX. ALL EXPOSED SPIRAL DUCT SHALL HAVE SPIRACOUSTIC INTERNAL DUCT LINER, OR TOUGHGARD ULTRA ROUND BY CERTAINTEED. E. PROVIDE FLEXIBLE CONNECTION BETWEEN ALL FAN POWERED EQUIPMENT AND CONNECTING DUCTWORK. F. ALL INSULATION, JOINING MATERIALS, SEALER, ETC.. SHALL HAVE 'A U.L. FLAME SPREAD CLASSIFICATION OF NO MORE THAN 25 AND A SMOKE DEVELOPMENT RATING NOT MORE. THAN 50. C. AIR DEVICES A. SUPPLY DIFFUSERS: (TITUS AS STANDARD) SHALL BE FURNISHED WITH BAKED WHITE ENAMEL FINISH, AND SHALL BE SELECTED FOR NECK VELOCITIES NOT EXCEEDING 800 FPM AND NOISE LEVEL OF NC -35 OR LESS. . B. SUPPLY DIFFUSERS SHALL BE ROUND NECK, STEEL, MODEL MCD, SIZED USING CRITERIA INDICATED ABOVE FOR LAY -IN CEILING GRID TYPE CONSTRUCTION OR DRYWALL CEILING AS INDICATED ON DWG. DIFFUSERS SHALL BE COMPLETE WITH ADJUSTABLE AIR PATTERNS AND VOLUME CONTROL DAMPERS. RETURNS SHALL BE 22 INCH SQUARE NECK ALUM. MODEL 50F AND /OR AS NOTED ON PLANS AND AIR DEVICE SCHEDULE. FACE VELOCITY OF RETURN REGISTERS SHALL NOT EXCEED 500 FPM. VOLUME CONTROL DAMPER NOT REQUIRED FOR RETURN INSTALLATION EXCEPT WHERE NOTED. D. COORDINATE LOCATION OF AIR DEVICES WITH LIGHTS, SPRINKLERS, SPEAKER, SMOKE DETECTORS, ETC. C. 4. EQUIPMENT 5. A. REFER TO MECHANICAL PLANS FOR. SPECIFICATIONS OF HVAC EQUIPMENT. B. ALL NEW EQUIPMENT SHALL BE EQUIVALENT TO THE SPECIFIED ITEM. ANY ACCOMMODATIONS FOR ALTERNATE MANUFACTURERS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. C. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS. D. COORDINATE UNIT LOCATION WITH LANDLORD AND SITE CONDITIONS. E. ALL PIPING AND FITTINGS LOCATED OUTDOORS AND ABOVE GRADE SHALL BE CLEANED FREE OF RUST AND PAINTED. ALL FITTINGS TO BE MADE WITH PIPE JOINT COMPOUND. TEFLON TAPE NOT ALLOWED. CONTROLS A. B. C. D. PROVIDE CONTROLS AS SPECIFIED. SPECIAL CONTROL METHODS WILL BE ADDRESSED ON AN INDIVIDUAL BASIS. THE CONTRACTOR SHALL PROVIDE ALL 24V WIRING INCLUDING CONNECTIONS, CHECK, TEST AND START -UP. CONTRACTOR SHALL SUPPLY AND PROGRAM CONTROLS TO SATISFY THE REQUIREMENTS OF THE LOCAL ENERGY CODE. A 57 DEADBAND SHALL BE PROGRAMMED WITH CAPABILITY OF 557 HEATING AND 857 COOLING SETBACK TEMPERATURES. CONTROLS SHALL ALSO HAVE AN ACCESSIBLE 2 HOUR OCCUPANT OVERRIDE. SCOPE OF WORK: CONTRACTOR SHALL USING EXISTING LANDLORD'S DDC BUILDING AUTOMATION SYSTEM.. PROVIDE ALL REQUIRED ACCESSORIES, CONTROL WIRING, TESTING, CALIBRATION, ETC. AS REQUIRED IN ORDER TO PROVIDE A FULLY FUNCTIONING, TEMPERATURE CONTROLLED HVAC VAV SYSTEM FOR THIS SPACE. ENERGY CODE NOTES: 1) THERMOSTATS SHALL BE A 7 DAY PROGRAMMABLE TYPE WITH A 5 DEGREE DEADBAND AND AUTOMATIC SETBACK CONTROL PER 1412.2 WASHINGTON STATE ENERGY CODE. 2) DUCT INSULATION AND SEALING SHALL MEET CHAPTER 14 SECTION 1414 REQUIREMENTS. 3) SUPPLY AND RETURN DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO MIN. R -8. ROOFTOP HVAC DUCTWORK SHALL HAVE A WEATHER BARRIER. 4) SUPPLY AND RETURN DUCTS IN CONDITIONED SPACES DO NOT REQUIRE INSULATION. DUCTS IN UNCONDITONED SPACES (LE. ABOVE CEILING) SHALL BE R-8. 5) PIPING . INSULATION SHALL MEET THE REQUIREMENTS . OF WASHINGTON STATE ENERGY CODE TABLE 14 -6. 6) CONTRACTOR SHALL SUBMIT RECORD DRAWINGS AND OPERATING AND MAINTENANCE MANUALS PER 1416 WSEC.. 7) CONTRACTOR SHALL PERFORM AND SUBMIT AN AIR BALANCE REPORT PER 1416.3.1 PER WSEC. 8) CONTRACTOR SHALL SUBMIT A COMMISSIONING REPORT AND DOCUMENTATION PER 1416.4 PER WSEC. PLAN INDEX M01 GENERAL NOTES, SCHEDULE AND LEGEND. M02 FLOOR PLAN - HVAC weissessemmErm Abosse i n Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED 2 FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462.9441 FAX: (425) 462 -9451 E-Mail: cselvice @abossein.com www.abossein.com MODIDEBMINOME 0 1041 loft • ti 4 1•••• ^44 J) o i. '4 f01.-L'''' 0u E 4,04 0 ,Q "' Revisions ISSUE FOR JJ REVIEW L06/30/11 OISSUE FOR PERMIT/ LL REVIEW 07/15/11 o wz Q 0 0 Z j Z < 0 CL 0 W W W JRECEIVED W -1- CITY OF TUKWILA 0 (i) ,IUL 19 2011 PERMIT CENTER ARCHITECT HERBY COMFY TINT DOE PLANS NAVE EN PRE- PARED HIDER NY SUPtRVISIDI NO THAT 10 DE HEST IF NY KNOWLEDGE, TIE SATE COIPLY VIM ALL RILES, REGULATIONS AND ORDINANCES OF TUKWILA. VA RELATING TO STRUCTURES AND BUILDINGS. Drawn By Checked By Scale 1/4"=--V-0" Date 06/30/2011 Ito (OF 2) MECHANICAL KEYED NOTES ( 1 ) NEW 12"0 RIGID SHEET METAL DUCTWORK. SLOPE DUCT BACK TO HOOD. TERMINATE AT ROOF WITH ROOF CAP. COORDINATE WITH LANDLORD FOR NEW ROOF PENETRATION. MAKE PENETRATION WATERTIGHT AND ALL SEALANTS AND METHODS SHALL BE COMPATIBLE WITH LANDLORD'S ROOFING SYSTEM. COORDINATE WITH LANDLORD PRIOR TO INSTALLATION. EXHAUST TERMINATION SHALL BE A MINIMUM OF 10' -0" FROM ANY OUTDOOR AIR INTAKE AND OPERABLE OPENING.. SEE DETAIL 3/M2 THIS SHEET. DUCT MOUNTED DIFFUSERS WITH OPPOSED BLADE DAMPERS. (TYPICAL) SADDLE TAP WITH VOLUME DAMPER - (TYPICAL) NEW 18"0 WITH Y.-FITTING (T- FITTING NOT ALLOWED). TRANSITION FROM ROUND TO RECTANGULAR AT HVAC UNIT OPENING. NEW 16X14 UP TO EXISTING UNIT ON ROOF. INSTALL TRANSITION AT HVAC UNIT OPENING TO 16X14. C-6---) TRANSITION FROM DUCTWORK TO HOOD COLLAR. FLEXIBLE DUCT. MAXIMUM OF 5 FEET (TYPICAL). 8"0 EXHAUST RISER UP TO ROOF WITH NEW ROOF CAP. SEE DETAIL 1/M2. DUCTWORK HUNG FROM STRUCTURE PER LATEST SMACNA DUCTWORK CONSTRUCTION MANUAL. COORDINATE DUCT ROUTING WITH EXISTING ELECTRICAL FIRE SPRINKLER, PLUMBING, ETC. - (TYPICAL) 7 -DAY PROGRAMMABLE THERMOSTAT PER WASH. ENERGY CODE (TYPICAL). INTERLOCK OUTSIDE DAMPER FOR AC-1 WITH EXHAUST FAN EF -1 FOR MAKEUP AIR REQUIREMENT. 14X24 SCREEN OPENING FOR RETURN AIR. FACE OPENING TOWARD CEILING FOR NOISE MITIGATION. EXHAUST AND PLUMBING VENT TERMINATIONS SHALL BE A MINIMUM OF 10 FEET FROM OUTSIDE AIR INTAKES (TYPICAL). GENERAL NOTES ROUTE DUCTS ABOVE REFLECTED CEILING THROUGH JOISTS WHERE DUCT SIZE DOES NOT PERMIT TO INSTALL UNDER JOISTS. VERIFY EXACT LOCATIONS IN FIELD. DUCT IS TO BE MOUNTED TIGHT TO THE EXISTING DECK /STRUCTURE. GENERAL CONTRACTOR SHALL COORDINATE HIS WORK BETWEEN ALL TRADES (TYPICAL). HVAC LEGEND SYMBOL DESCRIPTION SUPPLY AIR DIFFUSER S -1 DUCTWORK MAIN - _ SUPPLY AIR DIFFUSER S -2 RETURN AIR GRILLE 24x24 R -1 -, R 1XD NOTE: RETURN AIR GRILLE • • . R -2 EXHAUST AIR GRILLE H.E.T. WITH VOLUME ROUND SEE TAKE (UNLESS SHOWN OTHERWISE) . - TRANSFER AIR GRILLE T -2 90° ELBOW DAMPER IN IN IN ■ FLEXIBLE DUCT I BACKDRAFT DAMPER -_ - - -- SHEET METAL 90' ELBOW 36" MAX. ROUND DUCT SINGLE WALL VENT ROOF FLASHING 6 „0 VENT CAP 6\-3/4" DRAIN VALVE 6 "0 ROOF EXHAUST VENT DETAIL NO SCALE M2 M2 SUPPORT FROM STRUCTURE WITH 1/4" THREADED ROD 1" WIDE 22 GAUGE • HANGER BAND MAX 12' -0" SPACING DUCT FITTING DETAILS /2 NO SCALE NOTE: MATERIALS AND INSTALLATION SHALL BE PER SMACNA STANDARDS 24 GAUGE, ROUND SPIRAL SEAM DUCT. SEE DWG'S. FOR SIZES. SHEET METAL BOOT TO MATCH DUCT SIDEWALL DIFFUSER. (S2) SEE SCHEDULE SEAL ALL AROUND WITH ELASTOMER GASKET. M2 ROUND DUCT SPECIFICATIONS: EXPOSED ROUND DUCTWORK IN SALES AREA SHALL BE 24 GAUGE, SINGLE WALL GALVANIZED STEEL, SPIRAL LOCKSEAM. FITTINGS SHALL BE SINGLE WALL GALVANIZED STEEL, STANDING SEAM OR SOLID WELDED CONSTRUCTION. ELBOWS SHALL BE STANDING SEAM, GORED ELBOWS. GRILLE COLLARS SHALL BE ATTACHED • TO THE DUCTWORK WITH POP RIVETS WITH A FINISHING FILLET OF ELASTOMER SEAL AT THE JUNCTION OF THE COLLAR TO THE DUCT. DUCT -TO -DUCT JOINTS SHALL BE MADE WITH THE. SPIRAL SEAM ROTATED SO THAT THE STANDING SEAM FORMS A CONTINUOUS HELICAL PATTERN ACROSS THE JOINT. ALL DUCTWORK AND FITTINGS SHALL BE MANUFACTURED IN ACCORDANCE WITH SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS LATEST EDITION. ALL EXPOSED ROUND DUCTWORK AND FITTINGS IN THE SALES AREA SHALL BE CLEANED OF ALL OILS AND COATINGS PRIOR TO INSTALLATION AND PROVIDED WITH A MILL PHOSPHITIZED FINISH ( "PAINT GRIP ", "ZINC GRIP ", OR SIMILAR ETCH TREATMENT) TO ALLOW THE DUCTWORK TO BE PAINTED. EXPOSED SPIRAL SUPPLY DUCT DETAIL NO SCALE ;Rdf PT ,5 COOLER & FREEZER WOMEN 104 / REFRIG. &'x6' STORAGE DINING C 11100 Q' MET ■ HEN /PREP (ON ROOF) Naily Ad (0 ROOF)4 4 ,r� 14X24 SC 'E NED OPENING DINING A 100 -L3 O. t OOF DEC PANT P.j HVAC PLAN SCALE: 1 /4" = 1' -0" NORTH Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462.9441 FAX: (425) 462-9451 E -Mail: cseNice @abossein.com www.abossein.com INEBREEEMEMBEEDEBE 4t, 5 vi O M H+p 0. VI 0 •:•3/4 W b.° wA WI 1111111 DS IIIIIIIII 414 IS 4 x N s ti,_ J (:, 0 .0•4 •C1Md Ci p +i P .w pi ti• 2 CO CO V, •c u• . • dam � 'Q .: .0 wI 0 U E, ;_a —•arnw Z a Q. S U2g; Cr: o Revisions 0ISSUE FOR JJ REVIEW 06/30/11 ISSUE FOR PERMIT/ LALL REVIEW 07/15/11 0 z Q RECEIVED O CITY OF TIII<WILA 0 JUL-19 2011 PERMIT CENTER ARCHITECT 1 HEREBY CERTIFY THAT THESE PLAITS HAVE TEEN PRE- PARED UNDER NY SUPERVISION AND THAT TB TIE BEST IF NY KNOWLEDGE, THE SNE ONLY VhDl ALL RULES, REGULATIONS AND ORDINANCES IF TUKVILA. Vq RELATING TO STRUCTURES AND BUILDINGS. Drawn By Checked By Scale 1/4"=V-0" Job No. 11 Date 06/30/2011 Sheet No. 2100 VC2. OF 2) VOLUME (HI- EFFICIENCY TAKEOFF) DAMPER DUCT TO DIFFUSER PLAN FOR SIZE -OFF DUCTWORK MAIN D 13.1./MAX. -, R 1XD NOTE: U DAMPER DIFFUSER H.E.T. WITH VOLUME ROUND SEE TAKE (UNLESS SHOWN OTHERWISE) . WHERE FITTING NOT POSSIBLE, USE EXTRACTOR. SINGLE BRANCH TAKE -OFF 90° ELBOW I S S SHEET METAL 90' ELBOW 36" MAX. ROUND DUCT RECTANGULAR DUCT { 1 N 36" MAX. 0 FLEXIBLE DUCT Allk. FLEXIBLE DUCT AIL S = 2 " STANDARD 0 TWO WAY 45° WYE DIFFUSER SUPPLY AIR DIFFUSER DIFFUSER SUPPLY AIR DIFFUSER SUPPORT FROM STRUCTURE WITH 1/4" THREADED ROD 1" WIDE 22 GAUGE • HANGER BAND MAX 12' -0" SPACING DUCT FITTING DETAILS /2 NO SCALE NOTE: MATERIALS AND INSTALLATION SHALL BE PER SMACNA STANDARDS 24 GAUGE, ROUND SPIRAL SEAM DUCT. SEE DWG'S. FOR SIZES. SHEET METAL BOOT TO MATCH DUCT SIDEWALL DIFFUSER. (S2) SEE SCHEDULE SEAL ALL AROUND WITH ELASTOMER GASKET. M2 ROUND DUCT SPECIFICATIONS: EXPOSED ROUND DUCTWORK IN SALES AREA SHALL BE 24 GAUGE, SINGLE WALL GALVANIZED STEEL, SPIRAL LOCKSEAM. FITTINGS SHALL BE SINGLE WALL GALVANIZED STEEL, STANDING SEAM OR SOLID WELDED CONSTRUCTION. ELBOWS SHALL BE STANDING SEAM, GORED ELBOWS. GRILLE COLLARS SHALL BE ATTACHED • TO THE DUCTWORK WITH POP RIVETS WITH A FINISHING FILLET OF ELASTOMER SEAL AT THE JUNCTION OF THE COLLAR TO THE DUCT. DUCT -TO -DUCT JOINTS SHALL BE MADE WITH THE. SPIRAL SEAM ROTATED SO THAT THE STANDING SEAM FORMS A CONTINUOUS HELICAL PATTERN ACROSS THE JOINT. ALL DUCTWORK AND FITTINGS SHALL BE MANUFACTURED IN ACCORDANCE WITH SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS LATEST EDITION. ALL EXPOSED ROUND DUCTWORK AND FITTINGS IN THE SALES AREA SHALL BE CLEANED OF ALL OILS AND COATINGS PRIOR TO INSTALLATION AND PROVIDED WITH A MILL PHOSPHITIZED FINISH ( "PAINT GRIP ", "ZINC GRIP ", OR SIMILAR ETCH TREATMENT) TO ALLOW THE DUCTWORK TO BE PAINTED. EXPOSED SPIRAL SUPPLY DUCT DETAIL NO SCALE ;Rdf PT ,5 COOLER & FREEZER WOMEN 104 / REFRIG. &'x6' STORAGE DINING C 11100 Q' MET ■ HEN /PREP (ON ROOF) Naily Ad (0 ROOF)4 4 ,r� 14X24 SC 'E NED OPENING DINING A 100 -L3 O. t OOF DEC PANT P.j HVAC PLAN SCALE: 1 /4" = 1' -0" NORTH Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462.9441 FAX: (425) 462-9451 E -Mail: cseNice @abossein.com www.abossein.com INEBREEEMEMBEEDEBE 4t, 5 vi O M H+p 0. VI 0 •:•3/4 W b.° wA WI 1111111 DS IIIIIIIII 414 IS 4 x N s ti,_ J (:, 0 .0•4 •C1Md Ci p +i P .w pi ti• 2 CO CO V, •c u• . • dam � 'Q .: .0 wI 0 U E, ;_a —•arnw Z a Q. S U2g; Cr: o Revisions 0ISSUE FOR JJ REVIEW 06/30/11 ISSUE FOR PERMIT/ LALL REVIEW 07/15/11 0 z Q RECEIVED O CITY OF TIII<WILA 0 JUL-19 2011 PERMIT CENTER ARCHITECT 1 HEREBY CERTIFY THAT THESE PLAITS HAVE TEEN PRE- PARED UNDER NY SUPERVISION AND THAT TB TIE BEST IF NY KNOWLEDGE, THE SNE ONLY VhDl ALL RULES, REGULATIONS AND ORDINANCES IF TUKVILA. Vq RELATING TO STRUCTURES AND BUILDINGS. Drawn By Checked By Scale 1/4"=V-0" Job No. 11 Date 06/30/2011 Sheet No. 2100 VC2. OF 2) PLUMBING FIXTURE SCHEDULE MARK v XX MARK ITEM MANUFACTURER MODEL NO UTILITIES TEMP REMARKS CW HW W VT 8 ICE /BEVERAGE UNIT BY .VENDOR. 74 1/2" - INTO FD - - PROVIDE ASSE 1022 REDUCED PRESSURE BACKFLOW PREVENTER. 2 ICE -MAKER HOSHIZAKI F- 1001MWH -C (2) 1/2" - . - - - WATER COOLED ICE MAKER. PROVIDE W/ HOSHIZAKI B -300PF BIN. PROVIDE ASSE 1022 BACKFLOW PREVENTER. 0 3 HAND SINK UNIVERSAL STAINLESS EHS -1 1/2" 1/2" 1-1/2" 1-1/2" 110' PROVIDE SQUARE TUBE, FLOOR MOUNTED CARRIER. SEE NOTE 2. . 19 4 FAUCET UNIVERSAL STAINLESS CHF -04 1 0 0 0.5 0.5 GOOSENECK FAUCET. 0 MOP BASIN ZURN MODEL #Z1996 -24 3/4" 3/4" 3" 2" 140' 1 20 0 FAUCET ZURN MODEL #Z1996-SF FLOOR SINK 2 6 1 0 0 ®3 COMPARTMENT SINK W/ 2- 18" DRAIN BOARDS UNIVERSAL STAINLESS #3N1620- 2D18 -I 1/2" 1/2" 3" THROUGH GT -1 - 140' ZURN VACUUM BREAKER MODEL NUMBER 38 -730, i" INLET AND OUTLET, TO BE INSTALLED AND PROVIDED. 0 FAUCET • ZURN Z842H1.0002 0 FFD 2 FUNNEL FLOOR DRAIN 2 8 PROVIDE WITH ATMOSPHERIC VACUUM BREAKER. 0 WATER FILTER CUNO #15 1/2" - - - 2 IN LINE WITH ICE MACHINE. INTALLED BETWEEN BACKFLOW PREVENTION AND ICE MACHINE. 0 5 IDVEGETABLE PREP SINK UNIVERSAL STAINLESS 5 1/2" 1/2" 1-1/2" - . 1 IN LINE WITH ICE MACHINE. INTALLED BETWEEN BACKFLOW PREVENTION AND ICE MACHINE. 1.5 FAUCET ZURN Z842H1 -15F 2 4 TOTAL 17 69 FD FLOOR DRAIN ZURN MODEL #ZN415- 3NH -6S -P - - 4" 2" INSTALL FLUSH WITH FLOOR. 1 /FFD\ 2 J FLOOR DRAIN W/ FUNNEL ZURN MODEL #ZN415- 3NH- 6SCONE - - 2" 2" 0- PROVIDE WITH BOLT ON CONE. PIPE ELBOW UP FLOOR CLEANOUT ZURN MODEL #ZN1400- *NH -6T - - - - *CONTRACTOR SHALL FIELD VERIFY SIZE OF EXSTING SEWER AND PROVIDE 3" OR 4" CLEAN -OUT AS REQURIED FCO PIPE TEE UP GREASE TRAP ZURN MODEL #612700 -50 PIPE TEE DOWN 4" 2" REDUCED PRESSURE 50 GPM, 44 GALLON HOLDING CAPACITY, 100 LB. SLUDGE CAPACITY, . FLUSH - WITH -FLOOR INSTALLATION, 4" TAPPED INLET AND OUTLET WITH 2" OUTLET VENT CONNECTION, HEAVY -DUTY NON -SKID GASKETED COVER SECURED WITH STAINLESS STEEL BOLTS, FLOW CONTROL VALVE. m r ® FLOOR SINK ZURN MODEL # Z1910-3NH-2-25 2" 1-1/2" INSTALL FLUSH WITH FLOOR. (8 "x8 "x6 "DEEP) v FLOOR SINK ZURN # 21901- 3NH -2 -25 - - 2" 1-1/2" INSTALL FLUSH WITH FLOOR. (12 "X12 "X8" DEEP) ®MODEL ® MIXING VALVE • ZURN MODEL #TMV -1 - - - - PROVIDE AT HAND SINK & LAVATORIES. v HANDICAP WATER CLOSET ZURN • • Z5560 3/4" - 4" 2" PROVIDE WITH Z5955SS SEAT. ® 0 HANDICAP WALLHUNG LAVATORY ZURN MODEL #Z5354 1/2" 1/2" 1-1/2" 1-1/2" 110' FURNISH W /ZURN Z812B1 FAUCET. PROVIDE TRU -BRO LAV GUARD. LA NOTE: ON PLUMBING FIXTURES WILL BE ALLOWED NO SUBSTITUTIONS ELECTRIC WATER HEATER SCHEDULE MARK MANUFACTURER AND MODEL NO. STORAGE CAPACITY (GALLONS) EWT DEG. F LWT DEG. F REC. GPH KW INPUT ELEC'L REMARKS VOLT AMPS PH WH -1 AO SMITH DVE -52 -18 50 40 120 74 18 480 21.7 3 SEE DETAIL 6 ON SHEET P3 NEW WASTE /WATER SERVICE CALCULATIONS BASED ON THE 2009 UNIFORM PLUMBING CODE TAG FIXTURE QTY WASTE COLD HOT TOTAL F.U. TOTAL F.U. TOTAL F.U. TOTAL F.U. TOTAL 19 HAND SINK 1 2 2 1.5 1.5 1.5 . 1.5 2 2 20 MOP BASIN 1 3 3 2.25 2.25 2.25 • • 2.25 3 3 21 KITCHEN SINK 1 2 2 3 3 3 3 4 4 17 ICE MAKER 1 0 0 0.5 0.5 0 0 0.5 0.5 8 SODA MACHINE 2 0 0 0.5 1 0 0 0.5 .1 FS FLOOR SINK 2 6 12 0 0 0 0 0* 0 FD FLOOR DRAIN 3 8 24 0 0 0 0 0 0 FFD 2 FUNNEL FLOOR DRAIN 2 8 16 0 0 0 0 0 0 WC WATER CLOSET 2 4 8 5 10 0 0 5 10 LAV LAVATORY 2 1 2 1.5 3 1.5 3 2 4 TOTAL 17 69 21.25 9.75 24.5 24 FU = 20.5 GPM HIGHEST FIXTURE = 4' x 0.434 = 1.74 PSI PLUMBING LEGEND + ABBREVIATIONS SYMBOL ABBR DESCRIPTION • SYMBOL ME DESCRIPTION COLD WATER PIPE SIZE CW COLD WATER PIPIE 1" ' HOT WATER PIPE SIZE HW HOT. WATER PIPE -- HWR HOT WATER RETURN PIPE 1" WASTE /SOIL PIPE SIZE ______ V VENT PIPE 1 ' VENT PIPE SIZE W WASTE PIPIE P1 PLUMBING FIXTURE TAG GW • GREASE WASTE PIPE Ga ( 1 ) PLAN NOTE #1 cD CD CONDENSATE PIPE e FD EQUIPMENT TAG GV GATE VALVE -04-- BALL VALVE - 13 FFD FLOOR DRAIN W/ FUNNEL FS FLOOR SINK PRESSURE GAUGE FD FLOOR DRAIN UNION -11 ~� La FCO FLOOR CLEANOUT -1Il VTR VENT THROUGH ROOF T WCO WALL CLEANOUT 0 VTR VENT THRU ROOF 0.5" 1/2" PIPE SIZE -0' BURIED PIPE 0.75" 3/4" PIPE SIZE 1" 1" PIPE SIZE -61- CHECK VALVE 1.25" 1.5" 1-1/4" PIPE SIZE 1-1/2" PIPE SIZE DN DOWN 2" 2" PIPE SIZE CONN CONNECT 2.5" 2 -1/2" PIPE SIZE EXIST EXIST 3" 3" PIPE SIZE PRESS PRESSURE 0- PIPE ELBOW UP psi POUNDS PER SQUARE INCH o- PIPE ELBOW DOWN -o- PIPE TEE UP EQUIP EQUIPMENT -e- PIPE TEE DOWN RPBP REDUCED PRESSURE BACKFLOW ASSEMBLE MIN MINIMUM NOTES INSTALL ALL PLUMBING FIXTURES TO BE FULLY ACCESSIBLE TO INDIVIDUALS WITH DISABILITIES ACT OF 1990. FIXTURES AND THEIR INSTALLATION SHALL ALSO COMPLY WITH AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) PUBLICATION A117.1 - PROVIDING ACCESSIBILITY AND USABILITY FOR PHYSICALLY HANDICAPPED PEOPLE AND /OR GOVERNING CODES. - ALL PLUMBING FIXTURES EQUIPMENT, TRIM, & FITTINGS SHALL COMPLY WITH CITY, STATE, AND FEDERAL REGULATIONS AND CODES, INCLUDING, BUT NOT LIMITED TO, WATER AND ENERGY CONSERVATION CODES. THE SCHEDULED AND /OR SPECIFIED PLUMBING FIXTURES AND EQUIPMENT REPRESENT THE MINIMUM CRITERIA AND SHALL BE THE BASIS FOR THE CONTRACTOR'S BASE BID. IF THE SCHEDULED OR SPECIFIED FIXTURES OR EQUIPMENT DO NOT COMPLY WITH GOVERNING CODES OR REGULATIONS IN ALL RESPECTS, THE CONTRACTOR SHALL PROVIDE AN ALTERNATE BID FOR COMPLYING FIXTURES, EQUIPMENT, TRIM, OR FITTINGS. THE ABSENCE OF AN ALTERNATE BID SHALL BE CONSTRUED TO MEAN THAT THE CONTRACTOR'S BID INCLUDES ALL COSTS NECESSARY TO MEET ALL REGULATIONS & CODES. PROVIDE TRU -BRO COVERS ON WATER AND SANITARY LINES UNDER THE LAVATORY. GREASE TRAP. CALCULATION: GREASE TRAP SIZED PER 2006 -UPC 1014.2 & TABLE 10 -2 3 -COMP SINK = 6 DRAINAGE . FIXTURE UNITS TOTAL, 20 GPM REQ'D. SINK DIMENSIONS: 16 "x20 "x12 " = 3,840 CUBIC INCH. x 3 = 11,520 CUBIC INCHES TOTAL VOLUME = 11,520 CUBIC INCHES 11,520/231= 49.87 GALLONS 49.87 X .75 = 37.4 GALLONS CAPACITY FOR GREASE TRAP SIZING PER 1014.2.2 20 X 2.5 = 50 GALLON CAPACITY MAX. \t BEffissommessammess Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462-9451 E -Mail: cservice @abossein.com www.abossein.com IMIMINMEMOIMENEEMEBBEDI 0 r 0 OWEN 44 Revisions ISSUE FOR JJ REVIEW 06/30/11 ISSUE FOR PERMIT/ LILL REVIEW 07/15/11 LiJ H- o z (1) uJ J RECEIVED CITY OF TUKWILA _ JUL 19.2011 (A PERMIT CENTER ARCHITECT I IEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED WIDER NY SUPERVISION AHD THAT 10 THE HEST IF NY IDOMLEDGE, TIE SALE ONLY WITH ALL RUES, REGULATIONS AND ORDINANCES OF TUKWILA. Vg RELATING TO STRUCTURES AND BUILDINGS. Drawn By Checked By Scale 1/4"=1'-0" Date 06/30/2011 Job 11-2100 Sheet No. P1 OF 3) EXIST 3 "W FIELD VERIFY EXACT LOCATION & INVERT ELEV PLUMBING KEYED NOTES COOLER & FREEZER 103 WOMEN 104 REFRIG. 6' x 6' STORAGE 102 DINING C " CW SERVING ICE MACHINE. CW LINE TO TEE WITH 3" LINE FOR COOLING UNIT WITH BACKFLOW PREVENTER, AND i" LINE FOR ICE MAKER (THROUGH FILTER, PROVIDE WALL MOUNTED VALVES BEFORE AND AFTER FILTER). FILTER SHALL BE MOUNTED ON THE WALL ABOVE MOP SINK AT 8' ABOVE FINISHED FLOOR. ROUTE -WATER LINES WITHIN WALL CHASE TO ICE MACHINE WITH ADDITIONAL WALL MOUNTED SHUT -OFF VALVES, PROVIDE METAL BRAIDED HOSE FOR BOTH ICE MACHINE AND COMPRESSOR AFTER THE SHUT -OFF VALVES. METAL BRAIDED HOSE THEN TO CONNECT TO THE ICE MACHINE. STUB THE CONDENSER INLET, OUTLET AND WATER INLET FROM WALL AT 67" AFF. ATTACH BRAIDED HOSES TO VALVE ON STUB. PROVIDE AND INSTALL WATTS SD -3 IN -LINE ASSE 1022 BACKFLOW PREVENTER OR EQUAL. PROVIDE ANOTHER ASSE 1022 BACKFLOW PREVENTER FOR ICE MACHINE AND HAVE RELIEF. ROUTED TO MOP BASIN. " COLD WATER TO ICE /BEVERAGE MACHINE. COORDINATE WITH BEVERAGE COMPANY FOR CONNECTIONS TO TAKE PLACE INSIDE THE CABINET. PROVIDE WATTS # 909 REDUCED PRESSURE BACKFLOW PREVENTER. CONNECT 3" SANITARY TO EXISTING SANITARY LINE LOCATED BELOW SLAB. PLUMBING CONTRACTOR TO COORDINATE AND VERIFY EXACT LOCATION AND DIRECTION OF FLOW WITH BUILDING MANAGEMENT IN FIELD PRIOR TO SUBMITTING BID. BAG -N -BOX AT SELF SERVE BEVERAGE COUNTER - 6" PVC PIPE SHOULD SLEEVE THROUGH WALL. PLUMBING CONTRACTOR IS TO COORDINATE AND ADJUST FINAL PVC PIPE HEIGHT AND LOCATION WITH EXISTING PIPING AND STRUCTURE PRIOR TO SUBMITTING BID. FIELD VERIFY FINAL LOCATION IN ORDER FOR THE SODA LINES TO RUN UP IN DESIGNATED CHASE AT REAR OF CASEWORK. COORDINATE WITH SODA VENDOR. 3 "V UP TO 3" VTR IIiAPitKOZI.► t . irix.rftirr,►7.10:/ ?EZER x 6' WOMEN G rz Aar/ COOLER & FREEZER 103 FRIG. STORAGE DINING C 100 NEW ELECTRIC WATER HEATER, MOUNT ON PLATFORM ABOVE MOOP SINK, RUN PRESS /TEMP. RELIEF VALVE DRAIN & DRIP PAN DRAIN TO MOP SINK BELOW SEE DETAIL "6/P3 ". CONNECT NEW 1" COLD WATER TO EXISTING WATER SERVICE LINE, PROVIDE SHUT -OFF VALVE IN ACCESSIBLE LOCATION ABOVE CLG. PLUMBING CONTRACTOR TO COORDINATE AND VERIFY EXACT LOCATION IN FIELD PRIOR TO SUBMITTING BID. UPGRADE AS NECESSARY. WATER BILLING SHALL BE COORDINATED BETWEEN BUILDING MANAGEMENT AND TENANT. FLOW CONTROL VALVE PROVIDE MIXING VALVES AT ALL HAND SINKS AND LAVATORIES PROVIDE TRUEBRO LAV GUARDS. GREASE TRAP TO BE MOUNTED FLUSH WITH FLOOR. PLUMBING CONTRACTOR TO PROVIDE ACCESSORIES FOR PROPER INSTALLATION. ELEVATION TO BE FIELD VERIFIED AND ADJUSTED TO MEET PROPER PITCH, COORD. EXACT PLACEMENT WITH 3 -COMP SINK LEGS TO ENSURE PROPER MAINTENANCE ACCESS, SEE DETAIL "1 /P3 ". PROVIDE CONTINUOUS 2 "W FOR 3 -COMP SINK. PROVIDE FLOW CONTROL ABOVE GRADE AS SHOWN AND RUN WASTE PIPING TO GREASE TRAP WITH A DIRECT WASTE CONNECTION. SEE DETAIL 1/P3 GENERAL PLUMBING NOTES: KITCHEN /PREP 101 DINING A PLUMBING CONTRACTOR TO FIELD VERIFY ROUTING OF EXISTING DRAIN, VENT, AND DOMESTIC COLD AND HOT WATER PIPING. PIPING SCHEME AS SHOWN IS TO BE ADJUSTED FOR ANY EXISTING PIPING THAT INTERFERES WITH NEW PIPING LAYOUT, UNLESS EXISTING PIPING CAN BE REMOVED AND /OR CAPPED. ALL INVERT ELEVATIONS SHOULD BE FIELD VERIFIED BY PLUMBER CONTRACTOR PRIOR TO SUBMITTING BID. ALL FLOOR DRAINS TO BE PROVIDED WITH A FLASHING RING. . FINAL CORING PLANS WITH SIZES AND LOCATIONS AS DETERMINED BY ANY FIELD CHANGES OR AS SHOWN ON SUBMITTED PLANS ARE TO BE SUBMITTED FOR APPROVAL BY G.C. KITCHEN 1 PREP 101 Revisions ISSUE FOR L 06/30/11 ISSUE FOR DLL REVIEW JJ REVIEW PERMIT/ 07/15/11 ALL PLUMBING LINES MUST BE RECESSED WITHIN WALL CAVITIES, UNLESS SPECIFICALLY NOTED OTHERWISE IN THE BLUEPRINTS ALL NEW SANITARY LINES, SIZED AS INDICATED, LOCATED BELOW SLAB EXCEPT WHERE NOTED. PIPING TO BE RAN 0 4" /FOOT SLOPE (2 %) PER SECTION 718.1 OF THE 2009 UPC. RUN PIPING ®r/FOOT SLOPE (1%) WHERE REQUIRED TO MEET EXISTING INVERT ELEVATION WHEN FIRST APPROVED MY THE AUTHORITY HAVING JURISDICTION. REVISE WASTE OR SANITARY SEWER PIPE SIZE TO 4" MINIMUM WHEN RAN 0 1% SLOPE. DINING A DINING B DINING B ALL IN FLOOR PLUMBING FIXTURES TO BE MOUNTED FLUSH WITH FINISHED FLOOR. CONTRACTOR TO FIELD VERIFY BUILDING WATER SERVICE (SIZE AND LOCATION) PRIOR TO BID. IF THERE ARE ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND FIELD CONDITIONS, CONTRACTOR IS TO NOTIFY FRANCHISEE, ARCHITECT AND ENGINEER IMMEDIATELY. Esemasmwmsmmsnms Abossein Engineering, L.L.C. ARCHITECT I HEREBY CERTIFY THAT flESE PLANT HAVE BEEN PRE - PARED UNDER HY SIFERVISD7I AND THAT 10 TIE REST ff NY IDBIYLEDGE, INE SATE CORY VIII ALL RILES, REGULATIONS AND ORDINANCES OF TUKVILA. Vq RELATING TO STRUCTURES AND BUILDINGS, PLAN — WASTE & VENT SCALE: 1/4" - 1' -0" NORTH FLOOR PLAN ' — PLUMBING WATER SCALE: 1/4" 1' -0" NORTH MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462-9451 E -Mail: cservice @abossein.com www.abossein.com Drawn By Scale 1/4"=V-0" Checked By Date 06/30/2011 Sheet No. 2" VENT, ROUTE -- IN WALL VERIFY AND COORDINATE EXACT LOCATION AT SITE 4" VENTED WASTE n n r r(-VENT II' 4" FLOW CONTROL FITTING FINISHED FLOOR /1-- 3 CO �P3 GREASE TRAP FLOW CONTROL FITTING WITH UNIONS FOR REMOVAL AND SERVICE vPARTME\ T SIB < DRA\AGE DETAIL NOT TO SCALE 3 1" MIN. AIR GAP BOLT ON FUNNEL 4" HIGH FLOOR DRAIN WITH NICKEL BRONZE GRATE J " ' ;�i t f ��ftTx 18" RUBBER MEMBRANE FLOOR DRAM w/Fu\ \EL DETAIL 4" TRAP 2 FLOOR NOT TO SCALE RAI\ DETAIL P3 NOT TO SCALE [110' F] TEMPERED WATER 1/2" THERMOSTATIC TEMPERING VALVE SEE SPECIFICATIONS 1/2" HW [140' F] SUPPLY W/ TRU -BRO LAV GUARD FINISHED FLOOR DRAIN FROM COOLING UNIT CE MAKER T7--- VENT 1" MIN AIR GAP OR AIR BREAK DEEP SEAL TRAP FLOOR SINK FOR ICE BIN TO SAN. WASTE MAIN ICE VA4ER DRAI\ACE PIH\C DETAIL NOT TO SCALE n FP 1/2" CW SUPPLY ��— 1 1/4" O.D. WASTE 1 1/4" O.D. TAILPIECE �5\ LOCAL V HAND SINK IXI \G VALVE DETAIL NOT TO SCALE NOTES' • 1, STRAP WATER HEATER PER 2009 UPC SEC, 508.2MINIMUM 22 GAUGE STRAP, 2, PROVIDE WATERTIGHT SHEET METAL PAN AND ROUTE DRAIN PIPE DOWN THRU WALL INTO MOP SINK DRIP PAN MIN 16 GAUGE GALVANIZED SHEET METAL -4- 1 PLUMBING NOTES 2. 3. 4. 5. INSTALL ALL FLOOR FIXTURES LEVEL WITH THE TOP OF THE FLOOR TILE, NOT THE TOP OF THE CONCRETE. ro 1'HW WH -1 1'CW UNION <TYP.) bi 41137 SHUT -OFF VALVE <TYP,) CHECK VALVE PRESSURE RELIEF VALVE EXPANSI ❑N TANK AMTROL ST -5 RUN PIPING IN THE W DISCHARGE TO MOP (6) ELECTRIC WATER HEATER DETAIL NOT TO SCALE RECEIVED CITY OF TUKWILA JUL 19 2011 PERMIT CENTER EMEMEMEMEMEMEME imsEssommisi Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462-9441 FAX: (425) 462-9451 E -Mail: cservice @abossein.com www.abossein.com a C •o m Revisions 0 ISSUE FOR 06/30/11 LIISSUE FOR LL REVIEW JJ REVIEW PERMIT/ 07/15/11 PLUMBING ARCHITECT I HEREBY CERTIFY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER NY SRA'ERVISION AND THAT TD THE BEST . NY KNOWLEDGE, THE SATE EOM VITH ALL RUTS, REGULATIONS AND ORDINANCES OF TUKWILA. Wq RELATING TO STRUCTURES AND BUILDINGS. Drawn By Checked By Scale 1/4"=1'--0" Date 06/30/2011 Job No. 11 2100 Sheet No. P3 (0F 3) EQUIPMENT POWER SCHEDULE X . 1. ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATION, HEIGHT AND ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT PRIOR TO ROUGH -IN WITH KITCHEN EQUIPMENT SUPPLIER, AND KITCHEN ROUGH -IN DRAWINGS. 2. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED LOCAL DISCONNECTS AND SPECIAL ENCLOSURES (LE, NEMA 3R, STAINLESS STEEL, ETC.) PER LOCAL CODE 3. ELECTRICAL CONTRACTOR SHALL CHECK ROTATION OF ALL THREE PHASE MOTORS AND CORRECT ROTATION IF REVERSED. 4. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL CIRCUIT BREAKER LOCK -ON DEVICES FOR ALL BRANCH. CIRCUITS SERVING REFRIGERATION EQUIPMENT. 5. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL FINAL EQUIPMENT POWER AND CONTROL TERMINATIONS. 6. ELECTRICAL COMPONENTS FURNISHED LOOSE BY KITCHEN EQUIPMENT SUPPLIER. (OR BY THE ELECTRICAL CONTRACTOR AS NOTED) SHALL BE MOUNTED AND WIRED BY THE ELECTRICAL CONTRACTOR. 7. ALL FLEXIBLE CONDUIT EQUIPMENT CONNECTIONS SHALL BE: "SEAL TIGHT". TAG DESCRIPTION VOLTAGE PHASE LOAD (FLA) , FROM PANEL CIRCUIT NO. WIRE & CONDUIT TYPE OF CONNECTION MOUNTING HEIGHT BREAKER REMARKS E -3 P.O.S. SYSTEM 120V/10. 4.1A A 12 2 #12, 3/4 "C 1 #12 GRD DUPLEX I.G. RECEPTACLE IN CASEWORK 1P, 20A LOCATE RECEPTACLE WITHIN 4' -0" OF P.O.S. STATION AND APC UPS E -8 ICE/DRINK DISPENSER 120V/10 4A A 26,28 2 #12, 3/4 "C RECEPTACLE DUPLEX 12* A.F.F. 1P, 20A CASEWORK CEPTACLE WITHIN E -13 REFRIGERATED PREP TABLE 120/V10 12.8A A 8 2 #12, 3/4"C DUPLEX RECEPTACLE 12" A.F.F. 1P, 20A 0.48 WALK IN LIGHTS /DEFROST 20 1 0.48 __ CR __ A 10 E -15 OVEN/PROOFER 208V/30 18.4A A 24,8 , 4 #8' 1 118 GRD., 3/4 C 60A /3P DISCONNECT +18 A.F.F. 3', 50A UNIT REQUIRES 3 HOT, 1 NEUTRAL AND 1 GROUND E -17 ICE MAKER (WATER COOLED) 208V/10 8.1A A 33,35 3GRD2,31 (1 J-BOX 72" A.F.F. 2P, 20A E -23 WALK-IN FREEZER COMPRESSOR 208V/10 8.8A A 1,3 3 #12, 1#12 GRD., 3/4"C. ' 30A /2P NF DISCONNECT VERIFY 2P, 20A INTERLOCK WITH FREEZER EVAPORATOR. VERIFY LOCATION WITH INSTALLER E -23a WALK -IN COOLER COMPRESSOR 208V/10 7.2A A . 5.7 3 #12, 1 12 GRD., 3/4 C. 30A/2P NF DISCONNECT 1IERIFY . 2P, 20A INTERLOCK WITH COOLER EVAPORATOR. VERIFY LOCATION WITH INSTALLER E -23b WALK -IN FREEZER LIGHTS, EVAPORATOR, DOOR HTR. 120V/10 1.97A A 9 2 12, 3/4 "C J-BOX VERIFY 1P, 20A PROVIDE LOCAL DISCONNECT FOR EVAPORATOR E -27 SUCER 120V/10 6.0A A 14 2 #12, 3/4 "C DUPLEX RECEPTACLE 44" A.F.F. 1P, 20A ___ POWER - EXTERIOR SIGNAGE 20 1 1.20 . _ 0.20 ___ ___ 0.84 Di SERVIC DLOR 0 0 0 0 1' i :) fON EQP HTG : VOLTAGE: 208Y/120V O O PH AMP POLE LOAD kVA POWER RISER FLAG NOTES:. PANEL 'A' El ANT PA,'. EXISTING LANDLORD DISTRIBUTION /SWITCHGEAR. EXISTING METER AND 200A 3P . BREAKER. NO CHANGE EXISTING 2 1/2" CONDUIT WITH (4) #250kCMIL AL THWN & (1) #6 CU _THWN EGC. NO CHANGE EXISTING 200A, MAIN LUG ONLY, 208Y/120V, 3P4W, 42 SPACE PANELBOARD. RECONFIGURE BRANCH CIRCUITS PER PANEL SCHEDULE. EXISTING PANELBOARD LOCATION: BACKROOM PANEL A LOAD DISTRIBUTION FEED FROM: LANDLORD METER CENTER FEEDER: 200 AMP 3P4W + GND DESCRIPTION PH REC LTG EQP HTG KIT CKT DESCRIPTION PH AMP POLE LOAD kVA AMP: VOLTS: PHASE: • WIRE: BUS TYPE: A:I.C.: M.L.O.: MAIN CB: FLUSH: SURFACE: GND. BAR: ISO GND: 200% NEU: FEED THRU: DBL LUG: TOP FEED: . BTM FEED: PANEL T.C.L. LOAD 200 208/120 3 4 CU 10K XXX XXX (kVA) A B C A B C A 8 C A B C A B C A 8 C A B •:A• B C A B C A B C A B C A 8 C A 8 C A 8 208V/30 50 FLA 18kW ELECTRIC HEATER EF -1 1.24 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 . 31 33 . 35 37 39 41 2 4 .6 8 10 12 14 16 18 20 22 24 26 .. 28 30 32 • 34 36 38 40 42 WALK IN FREEZER COMPRESSOR A B C A B C A B C A B C A B C A B C: A B C A B C A B C A B C A B C A B C 20 2 1.24 1.1 FLA EF-3 EXHAUST FAN 1.24 - - - 1.24 ____ MECHANICAL EQUIPMENT POWER SCHEDULE NOTES. . 0:84 WALK IN COOLER COMPRESSOR 20 • 2 0.84 0.84 - - - 0.84 ____ 0.48 WALK IN LIGHTS /DEFROST 20 1 0.48 __ 0.80 __ POWER - EXHAUST FANS EF -1, DAMPER 20 1 0.80 _ 0.20 ___ POWER - CEILING FANS 20 1 0.20. _____ SPARE 20 1 0.98 LIGHTING - DINING TRACK VIA CURRENT LIMITER 20 • 1 0.96 _ 124 S__ LIGHTING - FOOD AREA TROFFERS, SIGN LTS 20 1 1.24 0.14 0.20 LIGHTING /FANS- BATHROOMS 20 1 0.34 0.36 RECEPTACLES -SHOW WINDOWS 20 1 0.36 1.20 • ___ POWER - EXTERIOR SIGNAGE 20 • 1 1.20 1.20 ___ POWER - EXTERIOR SIGNAGE 20 1 1.20 . _ 0.20 ___ ___ 0.84 RECEPTACLE - JIMMY CLOCK 20 1 0.20 1.00 RECEPTACLES - NEON SIGNS 20 1 1.00 ICE MACHINE 20 2 0.84 ____ 0.84 - - - 0.84 6.00 __ WATER HEATER 60 3 6.00 __ 6.00 __ - - - 6.00 __ 6.00 ®_ __ 2.20 - • BREAD OVEN /PROOFER - 50 3 6.00 2.20 ____ 2.20 - - 2.20 ___® 2.20 - - - 2.20 REC LTG EQP HTG KIT • 3.2 6.1 19.0 16.0 . 17.7 -__- 1.53 REFRIGERATED PREP TABLE 20GFI 1 1.63 1.53 REFRIGERATED PREP TABLE 20GFI 1 1.53 0.54 RECEPTACLES - P.O.S. SYSTEM 20GFI 1 • 0.54 0.72 SLICER 20GFI 1 0.72 0.36 RECEPTACLES - PHONE BANK 20GFI 1 0.38 • TOTAL 62.0 0.18 RECEPTACLES - CONSOLE TABLES 20GFI 1 0.18 . FEEDER T.C.L. LOAD (kVA) 0.54 S___ RECEPTACLES - MAKE UP LINE (PRINTERS) 20GFI 1 0.54 0.72 RECEPTACLES - MGR DESK 20GFI 1 0.72 0.18 ____ 0.50 RECEPTACLE- LOWELLCABINET /RACK 200F1 1 0.18 REC LTG EQP HTG KIT 3.2 7.7 19.0 16.0 17.7 . ____ RECEPTACLES - ICE/DRINK DISPENSER 20GF1 1 0.50 0.50 RECEPTACLES - ICE/DRINK DISPENSER 20GFI 1 0.50 0.36 ___ ____ 2.30 RECEPTACLES - ROOFTOP © HVAC UNITS 20 1 0.36 HVAC UNIT - RTU -1 30 3 2.30 • 2.30 _ - 2.30 TOTAL 63.6 2.30 _ - - - 2.30 FEEDER DEMAND kVA 57.4 AMPERES 159.4 ___ 3.02 HVAC UNIT - RTU -2 40 3 3.02 ___ 3.02 - - - 3.02 3.02 - - 3.02 •A • .. • ••,•0.5 .•: +.: • •• • 3.6 :•0:: :•.• ••• • 6.0 :• :•: :•:•::•:•:::o • • •5.3 ••• • +•7.0' Manufacturer/Type: Circuit Breaker Type: Remarks: = PROVIDE BREAKER HANDLE LOCKpFF RECEPTACLES (1ST 10KVA): RECEPTACLES OVER 10KVA: LIGHTING: EQUIPMENT: HEATING: KITCHEN: 25% OF LARGEST MOTOR: CONNECTED: CONNECTED: . SERVICE 32 . 6.1 19.0 16.0 17.7 kVA kVA kVA kVA kVA kVA kVA kVA AmPs CALCULATIONS 100% 3.2 50% • 125% 7.7 100% 19.0 100 °h 16.0 65% 11.5 25% kVA kVA kVA kVA kVA kVA kVA kVA Amperes 8 1.1 1.3 62 5.3 6.8 C 1.8 1.2 6.8 5.3 3.9 • .. • .•.. . ; , • •6.1 :•:•: � :. ;: ;.�, :•;:•:• :•K•O:':• ;.:.•::: ; ;. ;. :• ;:. ;.:. ;., 3.2 19.0 16.0 17.7 TOTAL CONNECTED LOAD PER PHASE: 62.0 • 172.3 LOAD DEMAND: 57.4 DEMAND: 159.4 PHASE A: 22.5 kVA PHASE 6:. 20.7 kVA PHASE C: . 18.8 kVA MECHANICAL EQUIPMENT POWER SCHEDULE TAG DESCRIPTION VOLTAGE/ PHASE KW/HP/FLA REMARKS AC -2 ROOFTOP HVAC UNIT 208V/30 19.2 FLA EXISTING UNIT/DISCONNECT. NO CHANGE AC -1 ROOFTOP HVAC UNIT 208V/30 25.2 FLA . NEW UNIT. PROVIDE 30A 3P 240V DISCONNECT AND CIRCUIT TO PANEL AS SHOWN WH -1 WATER HEATER 208V/30 50 FLA 18kW ELECTRIC HEATER EF -1 EXHAUST FAN 120V/10 1/4 HP EF -2 EXHAUST FAN 120V/10 1.1 FLA EF-3 EXHAUST FAN 120V/10 1.1 FLA MECHANICAL EQUIPMENT POWER SCHEDULE NOTES. . 1. ELECTRICAL CONTRACTOR SHALL REFER TO ALL MECHANICAL PLUMBING AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND CHARACTERISTICS OF ALL EQUIPMENT USTED BELOW. ANY MODIFICATION AND /OR ADDI11ONAL WORK NECESSARY SHALL BE INCLUDED IN THE BASE BID. 2. ELECTRICAL CONTRACTOR SHALL CHECK THE ROTATION OF ALL THREE PHASE MOTORS AND CORRECT THE ROTATION IF REVERSED. 3. ALL TEMPERATURE CONTROL AND INTERLOCK WIRING SHALL BE BY HVAC CONTRACTOR UNLESS NOTED OTHERWISE. 4. ELECTRICAL CONTRACTOR SHALL SUBMIT EIGHT (8) SETS OF CATALOG CUTS FOR ALL SCHEDULED EQUIPMENT FURNISHED BY THIS CONTRACTOR FOR ARCHITECT/ENGINEER REVIEW. 5. ELECTRICAL CONTRACTOR SHALL COORDINATE THE ROUTING OF POWER WIRING TO. ROOF - MOUNTED EQUIPMENT WITH MECHANICAL PIPE CURB ASSEMBLY. NO SEPARATE ROOF PENETRATIONS WILL BE PERMITTED. 6. ELECTRICAL CONTRACTOR SHALL FURNISH AND WIRE DUCT SMOKE DETECTORS IN THE RETURN AIR PLENUM AND A FAN SHUT DOWN RELAY FOR ALL AIR SUPPLY UNITS. DETECTORS TO BE INSTALLED BY MECH. CONTR. 7. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A WEATHER PROOF, GROUND FAULT INTERRUPTER TYPE RECEPTACLE, AT AN ACCESSIBLE LOCATION FOR SERVICING ON ROOFTOP HEATING AND AIR CONDITIONING EQUIPMENT. THIS RECEPTACLE SHALL BE LOCATED WITHIN 25 FEET AND AT THE SAME LEVEL OF THIS EQUIPMENT. GROUND UP GROUND DOWN RECEPTACLE MOUNTED 0 37" OR LOWER RECEPTACLE MOUNTED 0 38" OR HIGHER RECEPTACLE GROUND ORIENTATION DETAIL KEYED NOTES: X 1. STORE FRONT SIGN CONTROLLED BY TIME SWITCH LOCATED NEAR DESK IN BACK AREA. E.C. TO VERIFY LOCATION OF SIGN JUNCTION BOX AND QUANTITY OF CIRCUITS NEEDED WITH SIGN CONTRACTOR AND ARCHITECT. 2. SEE ELECTRICAL/DATA PHONE BANK DETAIL SHEET COM1. 3. RECESSED MOUNTED RECEPTACLE FOR CLOCK. VERIFY EXACT LOCATION WITH FIELD REPRESENTATIVE BEFORE INSTAWNG. 4. FLUSH MOUNTED 120V RECEPTACLE MOUNTED AT 6" ABOVE WINDOW FOR NEON SIGNS. SEE KEYNOTE 1 SHEET Al FOR HEADER /SOFFIT NOTES 5. RECEPTACLE FOR COMPONENT CABINET. SEE NETWORK CABINET DETAIL ELEVATION ", SHEET COM1 FOR MOUNTING HEIGHT REQUIREMENTS. 6. FLUSH MOUNTED RECEPTACLE AT +128" AFF FOR NEON SIGN. GENERAL ELECTRICAL NOTES: 1. RUN WIRING TO P.O.S. AND PREPERATION TABLES THRU WIRING CHASE PROVIDED IN THE CABINETS. CONCEAL CONDUIT RISER TO CEILING BEHIND WALL ARRANGE CONDUIT SO DATA WIRING CAN BE DAISY CHAINED ONE OUTLET TO THE NEXT. 2. ALL 120V RECEPTACLES IN PREP AREA ARE TO BE GFI PROTECED. ANY OTHER RECEPTACLES. IDENTIFIED AS GFI PROTECTED SHALL BE GFI DEVICES, OR CONNECTED TO GFI CIRCUIT BREAKER OR CONNECTED DOWNSTREAM OF AND PROTECTED BY A GFI DEVICE. 3. TELEPHONE BOARD /PUNCHDOWN BLOCK IS TO BE MOUNTED ABOVE REFRIGERATOR IN BACK PREP AREA, NOT EXPOSED TO PUBUC. 4. E.C. SHALL COORDINATE REQUIRED CONDUIT AND CONDUIT INSTALLATION LOCATIONS WITH COMMUNICATIONS/DATA CONTRACTOR. 5. NO SURFACE MOUNTED CONDUIT ALLOWED ON WALL SURFACES IN EXPOSED AREAS. ALL CONDUIT SERVING DEVICES IN EXTERIOR WALLS MUST BE CONCEALED WITHIN THE WALLS. 6. ANY EXISTING MC CABLE WHICH WILL BE IN EXPOSED AREAS TO BE REPLACED WITH RIGID CONDUIT. MEN FREEZER A -1, 6'x6' COOLER & FREEZER 103 0 102 DINING A r10o KING 13 1-66] RECEIVE[ CITY OF TI_IKIM JUL 19 201 PERMIT CENT b 1,,),,,3.7 25,27 A TIMESWITCH POWER PLAN SCALE: 1/4" = 1' -0" PERMIT A APPROVAL REQUIRED LA 1 ER Abossein Engineering, L.L.C. MECHANICAL - ELECTRIC 4l CIVIL -- LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462-9441 FAX: (425) 462-9451 E -Mail: cservice @abossein,com uwwv.abossein.com ISDEEMSEEMIESIMEEMISS twilit' N 14 M Qin s., W) e . WA � z WA Dill y a� BM r a a o It _ j o o 0: (U CO � 00 z0� _ _ O CO 7:5 ,2 Revisions A ISSUE FOR JJ REVIEW 06/30/11 ISSUE FOR PERMIT/ . LL REVIEW 07/15/11 ARCHITECT I EMERY CERTIFY THAT THESE PLNIS HAVE BEEN PRE- PARED UNDER NY S 1'ERVIS@I MD THAT 1011E BEST OF NY IMIVLEME, THE SIE COMPLY WITH ALL RILES, REGULATIONS AND ORDINANCES OF TUKVILA. Vd RELATING TO STRUCTURES AND BUILDINGS. Drawn By Checked By Scale 1/4"=1'70" Date 06/30/2011 1 1-2100 Sheet No. El (OF 4) LIGHTING FIXTURE SCHEDULE NOTES: 1. ELECTRICAL CONTRACTOR SHALL SUBMIT EIGHT (8) SETS OF CATALOG CUTS FOR ARCHITECT /ENGINEER REVIEW, PRIOR TO ORDERING FIXTURES. REVIEW, PRIOR TO ORDERING FIXTURES. 2. ALL ACRYUC LENS SHALL BE 100% VIRGIN ACRYLIC. 3. ALL FLUORESCENT LAMPS SHALL BE ENERGY SAVING TRIM UNE T8 WARM WHITE F32T8 /SP35 /RS 4. ALL BALLASTS SHALL BE RAPID START ELECTRONIC ENERGY SAVING TYPE. 5. ALL EXIT SIGNS AND EMERGENCY UGHT FIXTURES ARE TO BE STRICT ACCORDANCE WITH THE LOCAL FIRE PREVENTION CODE AUTHORITY. ANY MODIFICATIONS TO UPGRADE SYSTEM SHALL BE INCLUDED IN THE BASE BID. ALL EXIT SIGNS ARE TO BE INSTALLED IN A VISIBLE LOCATION. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL WHERE NECESSARY TO DROP A SIGN BELOW AN OBSTRUCTION. 6. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL THE NECESSARY CUPS, SCREWS, RIVETS, ETC., TO SECURELY FASTEN RECESSED LAY –IN UGHTING FIXTURES TO CEIUNG FRAMING GRID WORK. 7. ALL LIGHTING FIXTURES SHALL BEAR THE APPROPRIATE UL LABEL FOR THE APPLICATION AND UNION LABEL WHERE REQUIRED. 8. ALL LIGHTING FIXTURES SHALL BE SHATTER PROOF OR COMPLETLEY SHIELDED /COVERED. LIGHTING FIXTURE SCHEDULE SYMBOL DESCRIPTION MOUNTING AS UGHTOUER XT2GVA24012003 3 -25 2' X 4' . LAMP: (2) 32W – F32T8 /CW (57 WATT) RECESSED CEILING GRID ASE UGHTOUER XT2GVA24012003 –EM 2 -32 2' X 4' LAMP: (2) 32W – F32T8 /CW (57 WATT) RECESSED CEILING GRID W/E BALLAST EMERGENCY LIGHT T – TRACK UGHTOUER– LYTESPAN 6000 MATTE BLACK C – BASIC MINI UNIVERSAL UGHTOUER #9021BK LAMP: (1) PAR 30 CFL 15W (UTETRONICS L -1372) D – UGHTOUER LYTEFLOOD COMPACT FLUORESCENT #8276EAL (2) 18W (22112) TWIN TUBE FLUORESCENT (36 WATT) E – UGHTOUER FSP501419 –MINI PENDANT WITH CORD, ATTACHMENT RTTING & RED GLASS. LAMP: (1) A19 CFL 5W (UTETRONICS MB- 500DP) T – TRACK MOUNTED AT 10' -6" A.F.F. (TYPICAL) C - TRACK MOUNT D = TRACK MOUNT E – TRACK PENDANT 72" A.F.F. OVER HIGH TABLES AND 60" A.F.F. OVER LOW TABLES AND BOOTHS. E D F2 F2 – GOOSENECK ARM AND FIXTURE– McFADDEN UGHTING • #4417 –B2- 22.5- 3 /4, -ABO LAMP: (1) 32W CFL 32 WATTS MENU BOARD GOOSENECK- WALL MOUNTED 11' -0" A.F.F. X ® UGHTOUER #LLNURW – LED EXIT WITH EMERGENCY BATTERY BACK UP 3.9 WATTS SEE PLAN – MOUNT ON WALL OR CEILING. EX LIGHTOUER #LC14NH71RW – LED EXIT WITH EMERGENCY UGHTING HEADS BATTERY BACKUP 14.1 WATTS SEE PLAN – MOUNT ON WALL OR CEILING. '' 9, ' EM . UGHTOUER #E118NT6W – EMERGENCY UGHTING 2 HEAD UNIT W/ BATTERY BACKUP 9.2 WATTS SEE PLAN – MOUNT ON WALL OR CEIUNG. FS OD - ATH R L ., RAB LIGHTING VXLEDI3DG LAMP: LED 14 WATTS SEE PLAN – MOUNT ON WALL AT +84" A.F.F. G O UGHTOUER 1101 LED UGHTOUER #1126 REFLECTOR TRIM LAMP: LED 15 WATTS SEE PLAN –MOUNT IN SOFFIT CF PO 4 HUNTER FAN COMPANY PARAMOUNT #3856 MOUNT AT 108" A.F.F. E.C. SHALL FIELD VERIFY. THE LENGTH OF DOWNROD FOR CEILING FAN. DOWNROD SHALL EXTEND FROM CEIUNG FAN TO STRUCTURE ABOVE. DOWNROD SHALL BE FLAT BLACK UGHTING FIXTURE SUPPUER: KEC CONTACT: DAN PROCTOR 301 E. MERCURY DRIVE SUITE #1 TEL: (888)356 -1640 CHAMPAIGN, IL 61822 FAX: (217)356 -1661 EMAIL danproctor®kecdesign.net NO SUBSTITUTIONS ON ANY FIXTURES. UNISTRUT TO BE MOUNTED PARALLEL TO TRACK INSTALLATION THREADED ROD TRACK MOUNTED TO UNISTRUT 10' -6" AFF 72" AFF i 60" AFF . TYP DETAIL 0 HIGH TABLE (0 LOW TABLES, PENDANT HEIGHT IS 60" AFF) TYPICAL LIGHTING PLACEMENT DETAIL SCALE: NONE REFLECTED CEILING NOTES 1. REFER TO MECHANICAL FOR EXACT NUMBER, TYPE AND LOCATION OF SUPPLY, RETURN AND EXHAUST FIXTURES. 2. REFER TO ELECTRICAL FOR EXACT NUMBER, TYPE AND LOCATION OF OUTLETS. 3. G.C. WILL COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECTURAL DRAWINGS. 4. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO PARTITION SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES BY G.C. 5. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE VERIFY MANUFACTURER RECOMMENDATIONS. 6. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 48" ABOVE FINISHED FLOOR, TO CENTER OF SWITCHES AND 6" FROM DOOR FRAME U.O.N. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GAINED TOGETHER AND FINISHED WITH ONE COVER PLATE. 7. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION OF VARIOUS ABOVE . CEILING ELEMENTS ARE TO BE FOUND IN THE HVAC, PLUMBING, FIRE PROTECTION, ELECTRICAL AND LIGHTING DRAWINGS. 8. CONTRACTOR TO NOTIFY ARCHITECT OF ANY CONFLICT OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, ETC., PRIOR TO INSTALLATION. 9. FURNISH AND INSTALL UNDERWRITERS LABORATORY, INC (UL) LABELED DEVICES THROUGHOUT. 10. G.C. TO INSURE THAT EXIT SIGNS & EMERGENCY LIGHTING TO MEET ADA /IBC REQUIREMENTS. . 11. ANY EXPOSED CONDUIT IN DINING ROOM MUST BE METAL CONDUIT AND RUN TIGHT TO THE DECK. ONLY EXCEPTION IS MC CABLE MAY BE USED WHEN CONNECTING TRACK UGHT1NG TO THE JUNCTION BOX. • NO MC CABLE CAN BE RUN LONGER THE 12" WHEN RUNNING HORIZONTALLY ON THE DECK TO THE JUNCTION BOX. 12. MC CABLE USED TO POWER THE TRACK UGHTING IS TO BE INSTALLED TIGHT TO THE THREADED RODS TO THE LIVE END OF THE TRACK. 13. NO SURFACE MOUNTED CONDUIT ALLOWED ON WALL SURFACES IN EXPOSED AREAS. ALL CONDUIT SERVING DEVICES IN EXTERIOR WALLS MUST BE CONCEALED WITHIN THE WALLS. 14. ANY EXISTING MC CABLE WHICH WILL BE IN EXPOSED AREAS TO BE REPLACED WITH RIGID CONDUIT. 5/8" GYPSUM BOARD NUT WOOD BLOCKING /JOIST BLOCKING TO BE FIRE RATED. (2) NUTS FLAT WASHER SPRING NUT 1 -1/2" DEEP P100 UNISTRUT • 3S1 181 SAMMY 3/8" ALL– THREADED ROD SPACED HORIZONTIALLY AT 5' –O" 0.C. MAX. GHTING TRACK UNI -STRUT DETAIL # SCALE: NONE NOTE: UNI –STRUT IS TO STOP SHORT EXACTLY 6" FROM END OF TRACK. ALL JOINTS IN UNI -STRUT ARE TO BE SECURELY FASTENED USING HEAVY DUTY JOINING PLATES. BOTTOM OF UNI –STRUT TO BE AT 10' -6 ". SPRING NUT FLAT WASHER (2) NUTS (2) NUTS FLAT WASHER SPRING NUT 1 -1/2" DEEP P100 UNISTRUT STRUCTURAL MEMBER 1 -1/2" DEEP P1000 UNISTRUT SP AT TOP OF BAR JOIST. NOT TO BE SECURED TO ROOF DECKING. ONLY TO BE SECURED TO UNISTRUT /STRUCTURAL MEMBERS. 3/8" ALL– THREADED ROD SPACED HORIZONTIALLY AT 5' -0" 0.C. MAX: LIGHTING TRACK UNI -STRUT DETAIL #2 SCALE: NONE A -17c VIA UGHTOUER 720W CURRENT U MEN COOLER & FREEZER EN EG9 A -1 REFRIG. 6' x 6' STORAGE 102 DINING C ta 9d 9d S d A -19d DINING A 100 EM A -1 ASE __ - –19 NL KITCHEN 1 PREP 101 9d 'i' PT-4 CF A -13e PAIL €'"E ._5 A -17b (MINIz RELAY 'B') VIA UGHTOUER #PLD120BK 120W CURRENT UMITER TO MINIz PHO OCELL NG B A -17a (MINIz RELAY 'A') VIA UGHTOUER 1PLD120BK 120W CURRENT UMITER LIGHTING PLAN SCALE: 1/4" = 1' -0" PROVIDE LEVITON MINIZ DAYUGHT MANAGEMENT SYSTEM WITH (2) ZONES /RELAYS uIZB00 -102, COMPLETE WITH INDOOR PHOTOCELL #PCIND AND LOW VOLTAGE SWITCH V240 FOR OVERRIDE. SCENARIO ALLOWS FOR (3) LEVELS OF AUTOMATIC DAYLIGHT ZONE CONTROL: ALL LAMPS ON (ZONES 'A' & 'B' BOTH ON) HALF OF LAMPS OFF (ZONE 'A' ON, ZONE 'B' OFF) ALL LAMPS OFF (ZONES 'A' & 'B' BOTH OFF) D 11J37 r-4 fibtfliVO Q0,1 4z RECEIVED CITY OF TUKWILA Jut 192011 PERMIT CENTER monsimmessisems Abosse i n Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL — LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462.9441 FAX: (425) 462-9451 E -Mail: cseivice @abossein.com www.abossein.com EDIESEIEBEEDEEMBEETEDEN 0 r 40 BA c. Wu lim wA ax IIMNI y a� O O v) F- 00 zwoo co _ Cn . (1) . CJ 00 —COQ Vmg, to O. Revisions ISSUE FOR JJ REVIEW U06/30/11 ISSUE FOR PERMIT/ . LILL REVIEW 07/15/11 ARCHITECT 1 MEW CERTIFY NAT TIESE PLANS HAVE IWI PNE- PN ED TIGER HY SUPERVISION MD THAT TO 11E BEST OF NY KIIDYLELGE, THE SNE CORY WITH ALL RUES, REGULATIONS' AND ORDINANCES OF TLI(VILA. VA RELATING TO STRUCTURES AND BUILDINGS. Drawn By Checked By. Scale 1/4"=1'-0" Date 06/30/2011 Job No. 11- Sheet No. 2100 E2 Interior Lighting Summary LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and M ultifamlly Residential Revised December 2010 Project Info Project Address JDt M Y JOHNS Date 6/29/2011 16 86 4 S O UT H C E N T E R. F KW Y For Building Department Use - TUKWA ILA Applicant Name: Applicant Address: Applicant Phone: Project Description necessaryto check a permit application forconpllance with the lighting, motor, and transformerreq uirements in Nonresidential Energy Code. ❑ New Building ❑ Addition V Alteration 4, Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option Location on Flans • Prescriptive 0 Lighting Power Allowance • Systems Analysis • Clear (See Qualification Checklist ( over). Indicate Prescriptive & LPAspaces clearlyon plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed • Less than 60% of th e fixtures new, installed wattage not increased, &space use not changed. Maximum Allowed Lighting Wattage Location (floor plan /room #) Occupancy Description Allow ed Watts per ft2** Gross Interior Area in ft2 Allow ed x Area Compliance Forms for Nonresidential and M ultifamily Residential Revised December 2013 RESTAURANT 1.20 685.0 822 necessaryto check a permit application forconpllance with the lighting, motor, and transformerreq uirements in Nonresidential Energy Code. RESTAURANT - 17'CEILING HEIGHT 1.40 730 1022 Location on Flans TRACK -720W CURRENT LD( IfER 1 720.0 720 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allow ed Watts 1844 Proposed Lighting Wattage Location (floor plan/room #) Fixture Description Number of Fixtures Watts/ • Fixture Watts Proposed Compliance Forms for Nonresidential and M ultifamily Residential Revised December 2013 FS - BATHROOM FDCTURE -LED 6 14.0 84 necessaryto check a permit application forconpllance with the lighting, motor, and transformerreq uirements in Nonresidential Energy Code. AS/ASE - RECESSED LENSED TROFFER (2)32W T8 10 57.0 570 Location on Flans TRACK -720W CURRENT LD( IfER 1 720.0 720 1513.1 TRACK -120W CURRENT LDS ZrER 2 120.0 240 Yes F2 -SZN GOOSENECK - (1) 32W CPL 3 32.0 96 E2 G - RECESSED CAN -LED 8 15.0 120 Daylight zone control Schedule w ith type and features, indicate locations E2 Yes iii. Iiii vertical glazing Indicate vertical glazing on plans E2 N.A. overhead glazing Indicate overhead glazing on plans N.A. Ov ! 1513.4 Display /exhib /special Indicate separate controls Total Proposed Watts may not exceed Total Allow ed Watts for Interior Total Proposed Watts 1830 Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and M ultifamily Residential Revised December 2013 Project Address 21M M Y JOHNS Date • 6/29/2011 The following information is the 2009 Washington State necessaryto check a permit application forconpllance with the lighting, motor, and transformerreq uirements in Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Flans Building Department Notes LIGHTING CONTROLS (Section 1513) Yes 1513.1 Local controVaccess Schedule w ith type, indicate locations E2 Yes 1513.2 Area controls Maximum limit per sw itch E2 Yes 1513.3 Daylight zone control Schedule w ith type and features, indicate locations E2 Yes iii. Iiii vertical glazing Indicate vertical glazing on plans E2 N.A. overhead glazing Indicate overhead glazing on plans N.A. Ov ! 1513.4 Display /exhib /special Indicate separate controls Yes la CI 1513.5 Exterior shut -off (a) timer w /backup Schedule w ith type and features, Indicate location Indicate location E2.1, E1 Yes N.A. fri (b) photocell. Indicate location - Yes , CI 1513.6 Inter. auto shut -off Indicate location Yes 1513.6.1 (a) occup. sensors Schedule w ith type and locations E2 Yes Cil ! 1513.6.2 (b) auto. sw itches Schedule w ith type and features (back -up, override capability); Indicate size of zone on plans E2.1 N.A. 1513.7 HoteVmotel controls Indicate location of room master controls Yes 1513.8 Commissioning Indicate requirements for lighting controls commissioning E2 .1 EXIT SIGNS (Section 1514) Yes 1514 Max. watts Indicate watts for each exit sign E2 LIGHTING POWER ALLOWANCE (Section 1530 -1532) Yes 1531 Interior Lighting Summary Form Completed and attached. Schedule w ith fixture types, lamps, ballasts, w atts per fixture E2.1 N.A. ' :' 1532 Exterior Lighting Summary Form Completed and attached. Schedule w ith fixture types, lamps, ballasts, w atts per fixture MOTORS (Section 1511) . N.A. El 1511 Elec motor efficiency MECH -MOT or Equipment Schedule w ith hp, rpm, efficiency TRANSFORMERS (Section 1540) N.A. 1540 Transformers Indicate size and efficiency 1513.8 COMMISSIONING REQUIREMENTS: FOR LIGHTING CONTROLS WHICH INCLUDE DAYUGHT OR OCCUPANT SENSING AUTOMATIC CONTROLS, AUTOMATIC SHUT —OFF CONTROLS, OCCUPANCY SENSORS, OR AUTOMATIC TIME SWITCHES, THE LIGHTING CONTROLS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CALIBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. SEE SECTION 1416 FOR COMPLETE REQUIREMENTS. LIGHTING CONTROL DIAGRA V I\TEROR/EXTERIOR 120V CONSULT OWNER'S REPRESENTATIVE IN FIELD FOR TIME /OPERATION SCHEDULING. PROVIDE SEPERATE SURFACE MOUNT ENCLOSURES FOR CONTACTORS. SIZE PER NEC. TIMER POWER CIRCUIT #1 CIRCUIT #2 --oho PROVIDE TIMED OVERRIDE SWITCH PER NREC 1513.6.2 TORK SS20 OR EQUAL SET TO 2HR OVERRIDE MAX. LOCATE AT SWITCHBANK 20A1P A -13 00 20A1P A -17 0 20A1P A -19 0 20A1P 0 0 TORK ASTRONOMIC TIMESWITCH #EWZ201 OR EQUAL CIRCUIT #1 = INTERIOR LIGHTING CIRCUIT #2 = EXTERIOR LIGHTING 30A ELECTRICALLY HELD LIGHTING CONTACTOR (TYPICAL) —010 —0 120V CEILING FANS TRACK LIGHTING KITCHEN LIGHTING SPARE 20A1P A -25 0 0 20A1P A -27 0de—N.0 20A1P 00 20A1P 0 0 N 30A ELECTRICALLY HELD LIGHTING CONTACTOR (TYPICAL) —O�O- 120V EXTERIOR SIGNAGE EXTERIOR SIGNAGE SPARE SPARE b t RECEIVED CITY OF TUKWILA JUL 19 2011 PERMIT CENTER EIBEIDEBEBNIEEIBEIBEIBB Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462-9451 E -Mail: cservice @abossein.com www.abossein.com EBBIEMEEMNEEESIEDIEM tifi? iintic N 111W M u wA Et 101116,04. x ;4 10114 a. y ". r 'a i . O b 101ida 0 0 0 r ) co Z 00 ZUrn Z O 0 >--w CO Y — D Revisions LAISSUE FOR JJ REVIEW 06/30/11 LISSUE FOR PERMIT/ LL REVIEW 07/15/11 (V) L ., 0 ci . 000 UI-! -z > LLJ F- 0 U � (h z LJ <C. J z =J LA p_ 0 ARCHITECT U I IEREDY COT OY THAT THESE PLANS HAVE BEEN PRE- PARED UNDER NY SWERVISia= AHD THAT TO THE BEST IF NY I(t✓DYLEDIE, THE SANE COVEY VIM ALL RUES, REGULATIONS AND ORDINANCES OF TIIMLA. Vq RELATING TO STRUCTURES AND BUILDINGS. Drawn By Checked By Scale 1/4"=1'-0" Date 06/30/2011 Job No. 11 -2100 Sheet No. ALL CABLING AND TERMINATION TO BE COMPLETED BY COMM /DATA SUB — CONTRACTOR. COMM /DATA SUB — CONTRACTOR TO COORDINATE LOCATION AND SIZE OF NECESSARY CONDUITS FOR CABLING WITH ELECTRICAL CONTRACTOR. DEDICATED DRIVERS DISPATCH (Irapplw EVERY rCOLD TABLE IFPRINTER IS:NOT NEXT TO CASH REGISTER. THENANAQDITIONAEPRINTERMUST BE INSTALLEDAT THE AMKEUNL: 'CASH,I, CASH ,2'. x, MANDATORY JOCKS is DRIVE THIi1( pP (if a Ircab ABOVE DRIVER'S BOX Hadd k FatUnePlioneJack (fnr legacy credit card terminal dial. up backup) Extra Networldack (or tature:conideratlori it credit lard terminal Orange J4,=R)45NeivrpckJ 0i EVERY WALL PLATE JACK IS A HOME RUN CATS TO RACKMOUNT PATCH PANEL LEGACY CC TERMINAL OFFICE' NEAR CEILING, 12" BLACK PATCH CABLES ALL RACK EQUIPMENT INSIDE NETWORK CABINET RACKMOUNT PATCH PANEL RACKMQUNT POWER DISTRIBUTION UNIT' RA(KMQUNr24 PORTSWITCH: CABLE LEGEND CAT5UTP CABLE HIDDEN IN WALL; CEILING OR FLOOR. . CAT5'CABLE PHONE LINE • . LINE I LINES: LINES:. .. ea -11,rt: CALLER ID BOX FAX%DSI LINE • m' FAUST VMS INSIDEV/AU:t,t. USB 111 31t PunclicI nLgtick' • Alvvebrap(elIIpg KVM VGA e201Q J)MM.Y JOHNS FR\NCHL.SE,,LL.0 ALL RIGHTS RESERVED.; DEMARCATION:PQI NT- IDMARC ) COMPONET BOX REQUIRED EQUIPMENT: COMPLETE COMPONENT BOX PROVIDED BY SIGNATURE SYSTEMS: NETWORK CABINET : MIDDLE ATLANTIC EWR817 OR EWR1017 REQUIRED EQUIPMENT WITHIN THE COMPONET CABINET: PATCH PANEL — PANDUIT CFAPPBL1 (QTY 1) POWER DISTRIBUTION UNIT — MIDDLE ATLANTIC PD- 915RV —R13 (QTY 1) 24 PORT NETWORK SWITCH — DELL POWER CONNECT 3524 (QTY 1) ROUTER WITH DIAL BACKUP — NETOPIA 4686XL WITH DIAL —UP (QTY 1) RACK SHELF — MIDDLE ATLANTIC UTR1 (QTY 2) CABLE STRAPS — MIDDLE ATLANTIC TW12 (QTY 1) PATCH CABLES —1' PATCH CABLES (QTY 10 * *) RACK SCREWS —10/32 RACK SCREWS (QTY 1 BOX) VGA & USB WALL PLATE QTY 2) VGA DUEL PANEL —MOUNT F/F CABLE QTY 1 USB 2.0 DUAL PANEL —MOUNT CABLE QTY 1) . MALE SVGA 2VIDEO MINI COAX DH MM 1) (QTY 1) * CALLER ID BOX IS ONLY REQUIRED FOR STORES THAT ARE INSTAWNG POS — PROVIDED BY SIGNATURE SYSTEMS. ** QTY IS NUMBER OF NETWORK RUNS PLUS 2 EXTRA VENDOR CONTACT: Signature Systems, Inc 11 Penns Trail Newtown, PA 18940. Sales: (877) 968 -6430 or salesCpdgpos.com Fax: (215).968 -6431 Dedicated JJ Tech Support: (877) 844 -5313 DSL PHONE UNE MOUNTED WITHIN CABINET DUPLEX RECEPTACLE MOUNTED WITHIN CABINET DROP CEIUNG 10' -6' A.F.F. NETWORK COMPONENT CABINET - EQUIP. WITHIN CABINET INCLUDE - 24 -PORT PATCH PANEL, ROUTER /SWITCH, DSL MODEM, CAUER ID RECESSED DATA UNE FROM ROUTER /SWITCH. TO COMPUTER DATA FLUSH MOUNTED JUNCTION BOX FOR RECESSING SPEAKER WIRE KVM/VGA PORT PORT AND CABLE SUPPUED BY SIGNITURE SYSTEMS METRO DESK & SHELVES PROVIDED BY KEC AMOUNT OF HOMERUNS TO EQUAL THE AMOUNT OF DATA JACKS ON THE FLOOR PLANS. KVM/VGA PORT PORT AND CABLE SUPPUED BY SIGNITURE SYSTEMS ALL PHONE LINES ABOVE CEILING FROM PUNCHDOWN BLOCK TO 6 PORT SURFACE MOUNT BOX PANEL - ONE EA. FOR LINES A, B, 0,&D AND TWO LINES FOR FAX/DSL UNE -. RECESSED 2' CONDUIT FOR VGA AND USB CABLES TO RUN BETWEEN VGA/USB PORTS - NO TURNS IN CONDUIT 3 DATA, 1 PHONE, & 2 QUAD RECEPTACLES SERIAL CABLE FOR THE DATASYA CASH REGISTER RECESSED .3 /4' CONDUIT STUBBED OUT ABOVE DROP CEIUNG FOR SPEAKER WIRE' RECESSED 2' CONDUIT FOR VGA AND USB CABLES TO RUN BETWEEN VGA/US3 PORTS - NO TURNS IN CONDUIT 0 Ill c0 t co 1') s 0 (0 NETWORK CABINET DETAIL ELEVATION SCALE: NONE POWER DATA PHONES R co les 1' -6" 7 M " CENTER UNE -� FRONT ELEVATION 0 ELECTRICAL /DATA PHONE BANK DETAIL SCALE: NONE WOMEN 104 I--- DINING C 100 DINING A 100 0 0 fr4wMr4 FREEZER 6' x 6' REFRIG. 6'x6' MEN COOLER & FREEZER 103 STORAGE PHONE JACK FROM FAX UN 03*441. 'Ti! 2 "A.F.F. (2) I <ITCHEN / PREP +12"A.F.F. 41(4) +60 "A. F. ) DINING B 100 0 B = VOICE UNE 2 A = VOICE UNE 1 p`stfikPA o Q0494-44 RECEIVED CITY OF TUKWILA JUL 19 2011 PERMIT CENTER Abossein Engineering, L.L.C. MECHANICAL-ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462.9441 FAX: (425) 462-9451 E -Mail: (service @abossein.com www.abossein.com IZ I— DD zUQ 0 � Q O cipoY --c0D Revisions 0 0ISSUE FOR JJ REVIEW 06/30/11 OISSUE FOR PERMIT/ LL REVIEW 07/15/11 ARCHITECT I MEET COMFY TWIT THESE PINS HAVE BEEN PRE- PARED UNDER MY SUPERVISION ND THAT TO THE BEST IF NT IQNIVLEDGE, THE SAME CORY VITH ALL RUES, REGULATDNS AND ORDINANCES DF TUKVILA, VS RELATING TO STRUCTURES AND BUILDINGS. Drawn By Checked By Scale 1/4"=1'70" Job No. 11- Date 06/30/2011 Sheet No. 2100 CON1 KEYED NOTES:( x 1. MOUNT THE NETWORK ELECTRONIC COMPONENT CABINET TIGHT TO CEIUNG ABOVE SHELVES IN THE BACK PREP AREA. SEE NETWORK CABINET DETAIL AND GENERAL NOTES ON THIS SHEET FOR INFORMATION ON CABLING AND COMPONENTS WITHIN CABINET. SEE COMPONENT BOX EQUIPMENT UST ON COM -1 SHEET. 2. PROVIDE ONE (1) 3/4$ CONDUITS STUBBED UP INTO ACCESSIBLE CEIUNG. VERIFY LOCATION IN FIELD FOR ALL VOICE AND DATA LOCATIONS. SEE ELECTRICAL/DATA PHONE BANK DETAIL THIS SHEET. DATA LEGEND:. D DATA OUTLET (X) = AMT. OF DATA JACKS (JACK = ORANGE) 1 PHONE JACK (JACK = BLACK) . 2 DATA JACKS (JACK = ORANGE) & 1 PHONE JACK (JACK = BLACK) 0. 3 DATA JACKS (JACK = ORANGE) & 1 PHONE JACK (JACK = BLACK) ® DATASYM POS — BELDEN STRANDED 4 —WIRE, UNTERMINATED VGA/USB PORT — 1 VGA JACK AND 1 USB JACK GENERAL NOTE: PHONE COMPANY TO PROVIDE 4 PHONE UNES ON ROLLOVER SERVICE & ONE (1) DSL/FAX UNE. GENERAL ELECTRICAL NOTES' . 1. RUN WIRING TO P.O.S. AND PREPARATION TABLES THRU WIRING CHASE PROVIDED IN THE CABINETS. CONCEAL CONDUIT RISER TO CEILING BEHIND WALL ARRANGE CONDUIT SO DATA WIRING CAN BE HOME RUNS TO THE PATCH PANEL WITHIN THE NETWORK CABINET ABOVE THE DESK. 2. SEE ELECTRICAL/DATA PHONE BANK DETAIL ON THIS SHEET FOR INSTALLATION OF PHONE /DATA EQUIPMENT 3. ALL PHONE CAT -5e HOME RUN TO PUNCHDOWN BLOCK. 4. ALL DATA CABLES TO TERMINATE ON RJ45 CATEGORY 5e JACKS AND WIRE TO EIA /TWA 568 —B.1 STANDARDS. 5. ALL DATA CABLES TO HOMERUN AND TERMINATE ON 24 —PORT RACKMOUNT PATCH PANEL TO BE MOUNTED IN THE NETWORK CABINET. 6. ALL CABLES TO BE CONTINUITY TESTED FOR POLARITY AND CORRECT PIN CONFIGURATION AND MACHINE LABELED. 7. DAISY —CHAIN BELDEN STRANDED 4—WIRE (PROVIDED BY CASH REGISTER VENDOR) FROM EACH CASH REGISTER TO NEXT, THEN BACK TO MANAGER'S DESK. 8. ALL NETWORK CABUNG IN THE STORE MUST BE CATEGORY 5e CERTIFIED. YOU MUST OBTAIN A CERTIFICATION REPORT FROM YOUR COMMUNICATIONS/LOW VOLTAGE SUBCONTRACTOR. 9. STEREO SYTEM WIRING — SEE NETWORK CABINET DETAIL FOR JUNCTION BOX LOCATION AND RECESSED CONDUIT INSTRUCTIONS FOR STEREO SPEAKER WIRE. . WOMEN 104 I--- DINING C 100 DINING A 100 0 0 fr4wMr4 FREEZER 6' x 6' REFRIG. 6'x6' MEN COOLER & FREEZER 103 STORAGE PHONE JACK FROM FAX UN 03*441. 'Ti! 2 "A.F.F. (2) I <ITCHEN / PREP +12"A.F.F. 41(4) +60 "A. F. ) DINING B 100 0 B = VOICE UNE 2 A = VOICE UNE 1 p`stfikPA o Q0494-44 RECEIVED CITY OF TUKWILA JUL 19 2011 PERMIT CENTER Abossein Engineering, L.L.C. MECHANICAL-ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462.9441 FAX: (425) 462-9451 E -Mail: (service @abossein.com www.abossein.com IZ I— DD zUQ 0 � Q O cipoY --c0D Revisions 0 0ISSUE FOR JJ REVIEW 06/30/11 OISSUE FOR PERMIT/ LL REVIEW 07/15/11 ARCHITECT I MEET COMFY TWIT THESE PINS HAVE BEEN PRE- PARED UNDER MY SUPERVISION ND THAT TO THE BEST IF NT IQNIVLEDGE, THE SAME CORY VITH ALL RUES, REGULATDNS AND ORDINANCES DF TUKVILA, VS RELATING TO STRUCTURES AND BUILDINGS. Drawn By Checked By Scale 1/4"=1'70" Job No. 11- Date 06/30/2011 Sheet No. 2100 CON1 MECHANICAL, ELECTRICAL, PLUMBING GENERAL NOTES 1. THE M /E /P CONTRACTORS SHALL REVIEW ENTIRE SET OF CONTRACT DOCUMENTS: INCLUDING BUT NOT NECESSARILY LIMITED TO ALL ARCHITECTURAL, ALL STRUCTURAL, ALL MECHANICAL, ALL ELECTRICAL, ALL PLUMBING, AND ENTIRE PROJECT MANUAL. ELECTRICAL CONTRACTOR SHALL ACKNOWLEDGE AND INCLUDE IN THE SCOPE OF WORK (CONTRACT) ALL CONDITIONS PERTINENT TO THE COMPLETION OF THE ELECTRICAL WORK. ELECTRICAL CONTRACTOR SHALL FULLY COORDINATE ELECTRICAL WORK WITH THE INSTALLATION OF WORK BY ALL OTHER TRADES AND MAKE NECESSARY FIELD ADJUSTMENTS AS REQUIRED TO ACCOMMODATE THE ELECTRICAL INSTALLATION. ALL OF THE ABOVE SHALL BE INCLUDED IN THE SCOPE OF WORK AT NO ADDITIONAL COST TO THE OWNER. 2. THE M /E /P CONTRACTORS SHALL CAREFULLY EXAMINE THE DRAWINGS AND SPECIFICATIONS, VISIT THE SITE OF THE WORK, AND FULLY INFORM HIMSELF AS TO ALL CONDITIONS AND MATTERS THAT CAN, IN ANY WAY, AFFECT THE WORK OR THE COST THEREOF, SHOULD THIS CONTRACTOR FIND DISCREPANCIES IN, OR OMISSIONS FROM, THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS OR BE IN DOUBT AS TO THEIR MEANING, NOTIFY THE ARCHITECT /ENGINEER AT ONCE, IN WRITING, OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND NEW WORK, OR BETWEEN ELECTRICAL WORK AND. THE WORK OF OTHER TRADES PRIOR AND OBTAIN CLARIFICATION PRIOR TO SUBMITTING ANY BID. LACK OF SUCH NOTIFICATION SHALL BE CONSTRUED TO INDICATE NO DISCREPANCIES OR CONFLICTING EXIST. ADDITIONAL COMPENSATION WILL NOT BE GRANTED AFTER AWARD OF CONTRACT FOR ANY WORK REQUIRED TO COMPLY WITH THESE REQUIREMENTS. 3. THE DRAWINGS INDICATE THE DIAGRAMMATIC INTENT, GENERAL CHARACTER, REQUIREMENTS AND LOCATION OF THE WORK SHOWN AND INCLUDED. THE WORK INDICATED BUT HAVING MINOR DETAILS OBVIOUSLY OMITTED SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 4. THE CONTRACTOR IS REQUIRED TO BID, AS SPECIFIED, ON THE DRAWINGS WITHOUT DEVIATION. THIS CONTRACTOR IS INVITED TO SUBMIT SUBSTITUTIONS FROM THE BASE BID, ONLY IF THE SUBSTITUTIONS ARE APPROVED BY THE OWNER AND ENGINEER /ARCHITECT PRIOR TO SUBMITTING THE BID. 5. IT IS THE INTENT OF THESE DOCUMENTS THAT THE M /E /P CONTRACTOR PROVIDE ALL LABOR, MATERIAL, EQUIPMENT AND TOOLS FOR THE COMPLETE INSTALLATION OF ALL WORK SHOWN ON THE PLANS AND /OR DESCRIBED HEREIN, INCLUDING ALL DEVICES, CONTROLS AND APPURTENANCES REQUIRED TO SET NEW SYSTEMS INTO OPERATION. 6. THE CONTRACTOR SHALL VERIFY ALL MOUNTING, ALL ARRANGEMENTS, HEIGHTS AND LOCATIONS PRIOR TO ROUGH -IN. ANY MENTION OF A SPECIFIC MOUNTING ARRANGEMENT, HEIGHT OR LOCATION SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO VERIFY THE SPECIFIC REQUIREMENT FURNISHED OR THE OTHER TRADES WORKING IN THE SAME AREA. NO ADDITIONS TO THE CONTRACT SUM WILL BE PERMITTED FOR ITEMS INSTALLED IN WRONG LOCATIONS, IN CONFLICT WITH OTHER WORK, ETC. 7. SHOULD CONDITIONS NECESSITATE ANY REARRANGEMENTS, OR IF DUCTWORK CAN BE RUN TO BETTER ADVANTAGE, PREPARE AND SUBMIT SHOP DRAWINGS SHOWING THE CHANGES BEFORE PROCEEDING WITH THE WORK. IF SUCH CHANGES ARE APPROVED BY ARCHITECT /ENGINEER, THEY SHALL BECOME A PART OF THE CONTRACT AFTER THEIR APPROVAL. 8. UPON COMPLETION OF THE WORK, THE CONTRACTORS SHALL REVIEW AND CHECK THE ENTIRE PORTION OF WORK, CLEAN EQUIPMENT AND DEVICES, REMOVE SURPLUS MATERIALS AND RUBBISH FROM THE OWNER'S PROPERTY, LEAVING THE WORK IN NEAT AND CLEAN ORDER AND IN COMPLETE WORKING CONDITION. THE CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ANY CARTON, DEBRIS, ETC. FOR EQUIPMENT INSTALLED BY THE CONTRACTOR INCLUDING EQUIPMENT FURNISHED BY THE OWNER. THE ABOVE SHALL ALSO APPLY TO ALL EQUIPMENT FURNISHED BY OTHERS AND UNPACKED OR REMOVED FROM CARTON, BY THE CONTRACTORS. 9. THE M/P CONTRACTORS IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING, UNPACKING STORING SETTING IN PLACE, AND PROTECTING FROM DAMAGE, VANDALISM, THEFT OR WEATHER DURING CONSTRUCTION FOR ALL NEW EQUIPMENT FURNISHED BY THE ELECTRICAL CONTRACTOR. 10. THE M/P CONTRACTORS SHALL PAY ALL PERMIT FEES, PLAN REVIEW FEES, LICENSE FEES, INSPECTIONS AND TAXES APPLICABLE TO THIS DIVISION AND SHALL BE INCLUDED IN THE BASE BID AS PART OF THIS CONTRACT. 11. THE M/P CONTRACTORS SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE FULL YEAR AFTER FINAL ACCEPTANCE BY THE ARCHITECT /ENGINEER AND OWNER. 12. M/E/P CONTRACTORS SHALL FURNISH CONTRACT RECORD DOCUMENTS TO THE ARCHITECT /ENGINEER BEFORE FINAL PAYMENT WILL BE ISSUED. THE CONTRACT RECORD DOCUMENTS SHALL INDICATE THE DIAGRAMMATIC INSTALLED CONDITION AND BE IN REPRODUCIBLE DRAWING FORM. 13. THE WORK INSTALLED SHALL BE IN ACCORDANCE WITH ALL LOCAL CODES AND THE LOCAL UTILITY COMPANY'S REQUIREMENTS. 14. ALL EQUIPMENT /DEVICES SHALL BE NEW AND /OR FIRST QUALITY AND IS TO BEAR THE APPROPRIATE UL OR CSA APPROVED LABELS FOR SPECIFIC PURPOSE. 15. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE TEMPERATURE CONTROL SYSTEM AS REQUIRED. . 16. ALL THERMOSTATS SHALL BE MOUNTED AT +54" ABOVE FINISHED FLOOR (UNLESS OTHERWISE SPECIFIED). THERMOSTATS SHALL NOT INTERFERE WITH SHELVING, VENDING MACHINES, OTHER FIXTURES OR CONTROLS. 17, THE CONTRACTOR SHALL BE LICENSED, BONDED, INSURED AND • .CAPABLE OF. PERFORMING QUALITY WORKMANSHIP. THIS CONTRACTOR GUARANTEES ALL OF HIS WORK .AND MATERIALS FOR A PERIOD OF ONE (1) FULL YEAR AND FINAL ACCEPTANCE BY THE OWNER AND • . ENGINEER. 18. THE MECH & PLMG CONTRS SHALL SUBMIT SHOP DRAWINGS (ONE SEPIA AND. THREE PRINTS) PRIOR TO THE .START OF INSTALLATION FOR OWNER /ARCHITECT /ENGINEER APPROVAL. 19. THE M /E /P CONTRACTORS SHALL FURNISH AS -BUILT DRAWINGS TO THE OWNER /ENGINEER BEFORE FINAL PAYMENT WILL BE ISSUED. . THE AS -BUILT DRAWINGS SHALL BE SUBMITTED IN REPRODUCIBLE FORM.. 20. THE M /E /P CONTRACTORS SHALL BE RESPONSIBLE FOR THE STARTUP OF ALL HEATING, VENTING, AND AIR - CONDITIONING EQUIPMENT. 21. THE M /E /P CONTRACTORS SHALL PROVIDE A COMPETENT OPERATING TECHNICIAN TO INSTRUCT THE OWNER IN THE OPERATION AND MAINTENANCE OF THE NEW EQUIPMENT. 22. DO ALL CUTTING AND PATCHING (TO ORIGINAL STATE) OF BUILDING MATERIALS AS REQUIRED FOR INSTALLATION OF A COMPLETE WORKABLE SYSTEM. 23. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL SLEEVES THRU WALLS AND CORING THRU FLOORS. . 24. PLUMBING CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL EXISTING SANITARY, STORM AND WATER SUPPLY ON THE SITE PRIOR TO THE PERFORMANCE OF ANY WORK. 25. PLUMBER SHALL PROVIDE SERVICE VALVES AT ALL BRANCH SUPPLY PIPING. SUCH SERVICE VALVES SHALL BE LOCATED ACCESSIBLY ABOVE THE CEILING. . PLUMBER SHALL BEFORE PLACING WATER SYSTEM IN OPERATION, CHLORINATE ENTIRE SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF STATE AND LOCAL CODE AUTHORITY. PLUMBER TO SUPPLY CERTIFICATE. OF COMPLIANCE. 27. ALL NEW SANITARY PIPING SHALL BE GIVEN A FULL STATIC PRESSURE TEST. METHOD OF TEST AND REQUIREMENTS TO BE MET SHALL BE AS PER THE LOCAL CODE REQUIREMENTS. BY PLUMBER. 26. 28. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE PUMPING AND DRAINING OF TRENCHES OR PITS NECESSARY FOR THE INSTALLATION OF HIS WORK. 29. THE GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDITIONS SHALL BE CONSIDERED AS PART OF THIS SPECIFICATION. . 30. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATION OF THE LOCAL CODE AUTHORITIES AND THE MOST RECENT EDITION OF NATIONAL ELECTRIC CODE. 31. CONTRACTOR SHALL FILE PLANS WITH AND OBTAIN APPROVALS FROM MUNICIPAL AGENCIES. ALL PERMITS AND CERTIFICATES OF INSPECTION SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR. PERTINENT CERTIFICATES SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE, PRIOR TO FINAL BILLING. 32. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN HIS WORK AS THE JOB PROGRESSES; AN ACCURATE RECORD OF ALL WORK AS ACTUALLY INSTALLED. UPON COMPLETION OF THE WORK AND BEFORE FINAL PAYMENT IS AUTHORIZED, SHALL TURN OVER TO THE OWNER'S REPRESENTATIVE A RECORD SET OF PRINTS SHOWING THESE CHANGES. 33. SUBMIT MATERIAL LISTS AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE OWNER'S REPRESENTATIVE FOR REVIEW. 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 OWNER. 34. THIS CONTRACTOR SHALL DO ALL CUTTING, CHASING, OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK HEREIN SPECIFIED. ALL OPENINGS THROUGH STRUCTURALLY SUPPORTED SLABS MUST BE CORE - BORED, SLEEVED, GROUTED, SEALED AND MADE WATERPROOF. SLEEVES MUST EXTEND AT LEAST 2" AFF. ALL SLEEVES, OPENINGS, ETC. THROUGH FIRE RATED WALLS AND FLOORS SHALL BE SEALED AFTER CONDUIT INSTALLATION TO RETAIN FIRE RATING. 35. 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, ETC., 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 SUCH LINES. 36. EVERY PART OF THE INSTALLATION SHALL BE TESTED, OPERATED AND LEFT IN PERFECT WORKING ORDER. SHOULD TESTING REVEAL ANY OTHER DEFECTS, PROMPTLY CORRECT SUCH DEFECTS AND RERUN TESTS UNTIL THE ENTIRE INSTALLATION IS SATISFACTORY IN ALL RESPECTS. 37. GUARANTEE: CONTRACTOR IS TO GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE PROJECT BY THE OWNER. IT IS UNDERSTOOD BY HIS ACCEPTANCE OF THE CONTRACT THAT THIS CONTRACTOR WILL MAKE GOOD ANY AND ALL WORK WHICH IN ANY WAY HAS BECOME DEFECTIVE AS TO THE QUALITY OF MATERIALS AND WORKMANSHIP FOR ANY CAUSE OTHER THAN ORDINARY WEAR AND TEAR. 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. " 38. THE CONTRACTOR, BEFORE FINAL ACCEPTANCE BY THE OWNER WILL BE GRANTED, SHALL CLEAN ALL LIGHTING FIXTURES, DEVICE PLATES, SERVICE FITTINGS AND OTHER ITEMS FURNISHED UNDER THIS CONTRACT. HE SHALL INSURE THAT ALL DIRECTORIES ARE IN PLACE WITH COMPLETED OR REVISED SCHEDULES AND ALL IDENTIFICATIONS AND MARKINGS OF EQUIPMENT, CABLES AND OTHER ITEMS ARE COMPLETED. 39. THIS CONTRACTOR SHALL COORDINATE SEQUENCE OF WORK WITH ALL OTHER TRADES. CONTRACTOR SHALL VERIFY VOLTAGE OF MECHANICAL EQUIPMENT AND FLUORESCENT FIXTURE BALLASTS, PRIOR COMMENCING ANY WORK. NO REMOVALS SHALL BE MADE WITHOUT OWNER'S APPROVAL. ALL EXISTING EQUIPMENT, MATERIALS, ETC. THAT ARE NOT TO BE REUSED SHALL BE REMOVED COMPLETELY AND DISPOSED OF BY THIS CONTRACTOR. 40. 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 POWER EQUIPMENT USED ON THE PREMISES DURING CONSTRUCTION. 41. SCOPE OF WORK CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, SUPPLIES, EQUIPMENT AND FEES REQUIRED TO COMPLETELY INSTALL, TEST AND PLACE THE HEREIN SPECIFIED EQUIPMENT, COMPONENTS, CONTROLS, AND SYSTEMS IN SERVICE. COMPLETE POWER AND LIGHTING DISTRIBUTION SYSTEMS INCLUDING ALL PANELS AND COMPLETE BRANCH CIRCUIT WIRING SYSTEM COMPLETE UTILITY MOTOR WIRING SYSTEMS (EXCEPT AS NOTED) COMPLETE LIGHTING FIXTURE INSTALLATION COMPLETE TELEPHONE CONDUIT SYSTEM: CONDUIT FROM POINT OF CONNECTION TO LANDLORD'S SYSTEM AND ALL TERMINAL DEVICES, BOXES, CONDUIT, PLATES, ETC. TEMPORARY ELECTRICAL SERVICE AS REQUIRED FOR CONSTRUCTION WIRING AND FINAL CONNECTION TO ALL SIGNS AND GRAPHICS, FURNISHED BY THE OWNER PROVISIONS FOR FIRE ALARM /SMOKE EVACUATION SYSTEM AND EXTENSION TO LANDLORD'S SYSTEM TESTING OF ALL CABLES AND CIRCUIT WIRING AFTER INSTALLATION TESTING OF ALL ELECTRICAL EQUIPMENT WARRANTY OF ALL WORK FOR A PERIOD OF ONE YEAR FROM DATED OF PROJECT CLOSE -OUT 42. ELECTRICAL SERVICE PROVIDE ELECTRICAL AS INDICATED ON THE DRAWING. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR THE POWER COMPANY SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. CLOSELY COORDINATE ENTIRE INSTALLATION WITH THE POWER COMPANY. CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE LOCAL UTILITY FOR INSTALLATION OF METERING. 43. CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE LOCAL TELEPHONE UTILITY FOR TELEPHONE SERVICE TO THE SPACE, CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION TO THE LEASED PREMISES SHALL BE PROVIDED WHERE REQUIRED FOR UTILITY COMPANY WIRES. COORDINATE INSTALLATION OF TELEPHONE WORK AND INSTALL ALL CONDUIT FOR TELEPHONE SYSTEM. OUTLET BOXES SHALL BE 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. PROVIDE INTERIOR TYPE 4 -D PLYWOOD 24" X 24" TO SERVE AS TELEPHONE TERMINAL BOARD 44. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TOOLS TO PERFORM ELECTRICAL WORK SHOWN, NOTED OR SCHEDULED FOR A COMPLETE AND FINISHED INSTALLATION. 44.1 THE WORD "PROVIDE" AS USED HEREIN MEANS TO FURNISH AND INSTALL COMPLETE. 44.2 MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING COMPONENTS THEREOF, SHALL BE NEW AND SUCH AS APPEARS ON THE UNDERWRITER'S LABORATORY LIST OF APPROVED ITEMS ANC SHALL MEET THE REQUIREMENTS OF RECOGNIZED STANDARDS. 44.3 EQUIPMENT SHALL BE SIZED IN CONFORMITY WITH REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, THE LOCAL AND STATE CODES 45. CONDUIT SHALL BE STANDARD STEEL, RIGID, IMC OR EMT (THIN WALL) ACCORDING TO CODE REQUIREMENTS. CONDUIT SHALL BE CONCEALED IN FINISHED AREAS, EXCEPT AS OTHERWISE APPROVED BY OWNER'S REPRESENTATIVE. 46. RACEWAYS SHALL BE SURFACE METAL TYPE OF THE SIZE AND CHANNEL REQUIRED FOR SERVICE, CONSTRUCTED OF GALVANIZED STEEL WITH SNAP -ON COVERS, WITH 1/8" MOUNTING SCREW KNOCKOUTS IN BASE APPROXIMATELY 8" O.C. PROVIDE FITTINGS INDICATED WHICH MATCH AND MATE WITH RACEWAY. FINISH WITH MANUFACTURER'S STANDARD PRIME COATING SUITABLE FOR PAINTING. 47. ALL CONDUCTORS SHALL BE SOFT DRAWN, ANNEALED COPPER, WITH 600V INSULATION: 47.1 #10 AND SMALLER - SOLID WITH SINGLE BRAID OR STRANDED # 8 AND LARGER - STRANDED WITH AT LEAST DOUBLE BRAID. MINIMUM WIRE SIZE SHALL BE #12, EXCEPT #14 MAY BE USED FOR CONTROL APPLICATIONS. 47.2 ALL WIRE AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO THE SITE IN UNBROKEN PACKAGES. 47.3 GENERAL WIRING SHALL HAVE THW, THHN OR THWN INSULATION. 47.4 ALUMINUM CONDUCTORS ARE NOT PERMITTED FOR BRANCH CIRCUIT WIRING. 47.5 WIRES SHALL BE COLOR CODED IN KEEPING WITH NEC STANDARDS 48. OUTLET BOXES AND COVERS SHALL BE ONE PIECE, GALVANIZED OR SHERARDIZED STEEL, KNOCK -OUT TYPE W /FIXTURE STUDS AS REQ. JUNCTION BOXES, PULL BOXES AND COVERS SHALL BE GALVANIZED STEEL, CODE GAUGE AND SIZE. 49. WIRING DEVICES: WALL SWITCHES, SINGLE POLE, DOUBLE POLE, AND THREE WAY SHALL BE GENERAL DUTY, FLUSH, TOGGLE SWITCHES; SPECIFICATION GRADE, 20A, 120/277V, WITH SCREW TERMINALS: MANUFACTURES SHALL BE HUBBELL, BRYANT, PASS AND SEYMORE, OR LEVITRON. • GENERAL DUTY DUPLEX RECEPTACLES SHALL BE 2 -POLE, 3 -WIRE . GROUNDING TYPE, SPECIFICATION GRADE, 20A, 125V, NEMA 5 -20R UNLESS OTHERWISE INDICATED. MANUFACTURERS SHALL BE HUBBELL, BRYANT, PASS AND SEYMORE, OR LEVITRON. GROUND FAULT INTERRUPTER RECEPTACLE SHALL BE GENERAL DUTY, DUPLEX RECEPTACLES, GROUND FAULT CIRCUIT INTERRUPTER, FEED - THROUGH TYPE, CAPABLE OF PROTECTING CONNECTED DOWNSTREAM RECEPTACLES ON A SINGLE CIRCUIT, GROUNDING TYPE UL -RATED CLASS A, GROUP 1, 20A, 120V, 60 HZ; WITH SOLID -STATE GROUND FAULT SENSING AND SIGNALING; WITH 5 MILLIAMPERES GROUND -FAULT TRIP LEVEL; IN NEMA 5 -15R CONFIGURATION. MANUFACTURERS SHALL BE HUBBELL, BRYANT, PASS AND SEYMORE, OR LEVITRON. . DUPLEX ISOLATED GROUND TYPE RECEPTACLE SHALL BE 2 -POLE, 4 -WIRE, 15A STRAIGHT BLADE DEVICE WITH SEPARATE ISOLATED GROUND AND BUILDING GROUND CONNECTIONS, IN NEMA 5 -15R CONFIGURATION, AS MANUFACTURED BY HUBBELL IG -5362. ANY RECEPTACLE THAT IS INSTALLED AT OR BELOW 37 INCHES SHALL BE INSTALLED GROUND UP AND ANY RECEPTACLE THAT IS INSTALLED AT OR ABOVE 38 INCHES SHALL BE INSTALLED GROUND DOWN. SEE DETAIL. 50. THIS CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A COMPLETE SYSTEM OF GROUNDING FOR ALL EQUIPMENT AND STRUCTURES. A GOOD MECHANICAL AND ELECTRICAL CONNECTION SHALL BE MADE WITH APPROVED GROUNDING CONNECTORS. ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS SHALL COMPLY WITH ALL THE LOCAL, STATE 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 BOTH MECHANICALLY AND ELECTRICALLY IN ACCORDANCE WITH ALL LOCAL AND .STATE CODES. MAIN GROUNDING SYSTEM SHALL BE SIZED TO CONFORM WITH SECTION 250, TABLE 250 -66 OF THE NATIONAL ELECTRICAL CODE. PROVIDE CONDUIT TO GROUND WIRE FROM DAMAGE TO AN AREA 6 FT. ABOVE FLOOR. PROTECT MAKE ALL JOINTS AND CONNECTIONS OF THE CONDUIT SYSTEM TIGHT TO MAINTAIN CONTINUITY OF MECHANICAL AND ELECTRICAL GROUND THROUGHOUT ENTIRE SYSTEM. GROUND ALL 3 WIRE RECEPTACLES TO THE OUTLET BOXES. GROUND NEUTRAL FROM THE TRANSFORMER CONNECTED TO WATER LINE. GROUND CONDUCTOR SHALL BE SUPPLIED IN ALL NON- METALLIC CONDUIT. 51. LIGHTING PANEL BOARD SHALL BE 3- PHASE, 4 -WIRE DISTRIBUTED PHASE TYPE WITH SOLID NEUTRAL GROUND LUG, GROUND BUS AND NUMBER OF CIRCUIT BREAKERS AS SHOWN ON THE PANEL SCHEDULE. BUSWAYS SH ALL BE H AR D DRAWN RAWN COPPER. CABINET SHALL BE CONSTRUCTED OF CODE GAUGE STEEL WITH HINGED DOOR HAVING DIRECTORY CARD, NEATLY AND PROPERLY INSCRIBED AND SET IN FRAME WITH TRANSPARENT COVER. ALL BREAKERS SHALL BE BOLTED TYPE, THERMAL MAGNETIC WITH ALL TWO OR THREE POLE BREAKERS HAVING COMMON TRIP. CIRCUIT BREAKERS SHALL BE RATED FOR MINIMUM 10,000 AMP SYMMETRICAL SHORT CIRCUIT CURRENT AT 120/208V. CIRCUIT BREAKERS SERVING LIGHTING CIRCUITS SHALL BE RATED FOR SWITCH SERVICE. PANELBOARDS AND BREAKERS SHALL BE AS MANUFACTURED BY SQUARE -D OR EQUAL. PANEL SHALL BE CIRCUITED SO THAT THE LOAD IS DISTRIBUTED EVENLY ACROSS ALL THREE PHASES. . 52. PROVIDE SAFETY AND DISCONNECT SWITCHES, FUSED OR NON- FUSED, AS CALLED FOR ON DRAWING AND AS REQUIRED BY THE LOCAL AND STATE CODES. SWITCHES SHALL BE HEAVY DUTY, LOAD AND HORSEPOWER RATED AS MANUFACTURED BY SQUARE -D, GENERAL ELECTRIC, OR EQUAL. SWITCH ENCLOSURE TO BE SUITABLE FOR APPLICATION. FURNISH AND INSTALL DUAL ELEMENT CURRENT LIMITING FUSES OF TYPE AND AMPACITY DESIGNED TO PROTECT SYSTEM AGAINST AVAILABLE SHORT CIRCUIT FAULT CURRENT. 53. IF REQUIRED: PROVIDE DRY -TYPE TRANSFORMER WHICH SHALL BE COMPLETELY ENCLOSED EXCEPT FOR VENTILATING OPENINGS WITH KVA AND " VOLTAGE RATINGS AS CALLED FOR ON THE DRAWING AS MANUFACTURED BY SQUARE -D. TRANSFORMER SHALL HAVE A MINIMUM OF CLASS 155 INSULATION SYSTEM, AND A MINIMUM OF (4) 2 -1/2 % TAPS BELOW AND (2) 2 -1/2 % TAPS ABOVE RATED PRIMARY VOLTAGE. SOUND LEVEL SHALL BE LOW AND INSTALLATION SHALL INCLUDE VIBRATION DAMPENING MOUNTS AND FLEXIBLE STEEL CONDUIT FOR PRIMARY AND SECONDARY. 54. LIGHTING FIXTURES: THE CONTRACTOR SHALL PROVIDE 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. 55. PAINTING OF ELECTRICAL CONDUITS, ETC. IF REQUIRED, WILL BE BY GENERAL CONTRACTOR. 56. RECEPTACLES, SWITCHES, AND COVER PLATES IN CUSTOMER AREAS ARE TO MATCH THE SURROUNDING WALL COLOR. ALL RECEPTACLES AND SWITCHES IN PREP AREA AND RESTROOMS ARE TO BE WHITE WITH STAINLESS STEEL COVER PLATES 57. FINALLY: 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. 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. 58. NO ROMEX OR BX WILL BE PERMITTED. 59. ALL WIRE SHALL BE INSTALLED IN THIN WALL (E.M.T.) CONDUIT UNLESS OTHERWISE NOTED. MINIMUM SIZE SHALL BE 3/4" EXCEPT FOR DROPS FOR DEVICES, SWITCH LEGS, TEMPERATURE CONTROL CONDUITS, WHERE INDICATED OR AS CALLED FOR ON DRAWINGS. 60. ALL THIN WALL FITTINGS SHALL BE OF THE STEEL COMPRESSION GLAND TYPE 61. ALL UNDER FLOOR, UNDERGROUND OR EXPOSED -TO- WEATHER CONDUIT SHALL BE HEAVY WALL GALVANIZED RIGID STEEL. (G.R.S.), MINIMUM 3/4 ". 62. ALL CONDUITS 2" OR LARGER SHALL BE GALVANIZED RIGID STEEL OR INTERMEDIATE METAL CONDUIT (I.M.C.). 63. ELECTRICAL CONTRACTOR SHALL INSTALL SIZE OF CONDUIT SHOWN AND AS SCHEDULED ABOVE AND SHALL NOT REDUCE SIZING OF CONDUITS TO SUIT WIRE FILL CAPACITY. 64. ALL CONDUIT FASTENERS, STRAPS, SUPPORTS ETC. MUST BE "BOLT-ON" GALVANIZED STEEL ON EXPOSED CONSTRUCTION AND IN WET AREAS. SNAP -ON BLACK METAL "CADDY" CUPS IN METAL PARTITION WALLS AND ABOVE SUSPENDED CEILINGS WILL BE PERMITTED. ALL FASTENERS, STRAPS, CLIPS, ETC. SHALL BE UL LISTED FOR THEIR USE. • 65. NO CONDUITS SHALL BE ROUTED THROUGH HVAC AIR DUCTS. 66. ALL CONDUIT RACEWAYS SHALL BE CONCEALED IN OR WITHIN: WALLS, CEILING CAVITY, ROOF CONSTRUCTION (WHERE APPROVED), SLAB, GRADE, ETC. UNLESS OTHERWISE NOTED. ANY RACEWAY THAT IS TO BE ROUTED EXPOSED SHALL BE APPROVED BY THE ARCHITECT /ENGINEER PRIOR TO INSTALLATION. ALL CONDUIT SHALL BE ROUTED PARALLEL OR PERPENDICULAR TO WALLS AND STRUCTURAL MEMBERS WITH 90' F BENDS WHERE REQUIRED AND SHALL BE RACKED. PULL AND JUNCTION BOXES SHALL BE HELD TO A MINIMUM. 67. NO WIREWAY, THROUGH OR JUNCTION SHALL BE UTILIZED WHERE MORE THAN 8 CONDUITS ARE ENTERING OR LEAVING. MULTIPLE WIREWAYS, TROUGHS OR JUNCTIONS SHALL BE UTILIZED. IN NO CASE SHALL FEED OR CONDUIT OR CABLING BE MIXED. WITH BRANCH CONDUIT. 68. NO CONDUITS SHALL BE ROUTED ON ROOF. ELECTRICAL CONTRACTOR SHALL COORDINATE ROOF PENETRATIONS WITH MECHANICAL PIPE CURBS. WHERE CONDUIT MUST BE RUN ON ROOF, IT SHALL BE RACKED WITH OTHER TRADES WHERE POSSIBLE OR PROVIDED WITH ITS OWN ROOF RACK SUPPORT SYSTEM WITH PROPER ROOF PLATE SO AS NOT TO CAUSE DAMAGE TO ROOF COVERING. 69. ELECTRICAL CONTRACTOR SHALL FIREPROOF ALL CONDUIT OPENINGS BETWEEN FLOORS AND ANY INTERSPACE FIRE SEPARATION BLOCK WALLS WITH AN ENGINEER APPROVED UL LISTED FIRE RETARDANT MATERIAL. 70. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL SLEEVES THRU WALLS AND CORING THRU FLOORS. ELECTRICAL CONTRACTOR SHALL WEATHERPROOF ALL PENETRATIONS THRU FOUNDATION AND EXTERIOR WALLS. 71. FINAL EQUIPMENT CONNECTION TO PILOT CONTROL DEVICES SHALL BE MADE WITH 1' -0" MINIMUM LENGTH OF FLEXIBLE CONDUIT CONNECTION (IE. SOLENOID VALVES, MOTORIZED DAMPERS, ETC.). b1lTh1 049 44 o RECEIVED CITY OF TUKWILA JUL 19 2011 PERMIT CENTER MNENDOEMONMENINERE Ensessimmossam Abossein Engineering, L.L.C. MECHANICAL-ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462.9441 FAX: (425) 462 -9451 E -Mail: cseruice @abossein.com www.abossein.com MEENIBERINEENE 1 Revisions ISSUE FOR JJ REVIEW LA 06/30/11 LISSUE FOR PERMIT/ LL REVIEW 07/15/11 o. z Q Q z o U U m i= z < < F- Z o J U E W W W Z °,3 a_ ARCHITECT 1 HERBY CERTIFY THAT WE PLANS HAVE BEEN PRE- PARED WIDER HY SUPERVISION AND THAT 1D THE BEST IF HY IGQWLEDEE, THE SANE CDNPLY WITH ALL RULES, REGULATIf S AND ORDINANCES OF TIIMLA. VA RELATING TO STRUCTURES AND BUILDINGS, Drawn By . Checked By Scale 1/4 " =1' -0" Job No. 11 Date 06/30/2011 Sheet No. 210C VEPH MECHANICAL SYMBOL LIST MECH. MAT U ~ & PROCEDURE NOTES: MECHANICAL EQUIPMENT NOTES ^ PLUMBING MA L & PROC NOTES SYMBOL DESCRIPTION DUCTWORK: _ ' 1 ALL DUCTWORK SHALL FABRICATED GALVANIZED METAL IN �� �� ` ` ACCORDANCE WITH SMACNA STANDARDS FOR LOW AND MEDIUM PRESSURE DUCT CONSTRUCTION DUCT SHOWN INDICATE INSIDE DIMENSIONS. 2. ALL DUCTWORK ACCESS DOORS SHALL BE OF SUFFICIENT SIZE TO PERMIT EASY ACCESS AND THE SERVICING OF DAMPERS, CONTROLS, DEVICES, ETC. ACCESS DOORS SHALL BE VENTLOK COMPLETE WITH #50 HINGES WITH BRA SS PINS, , DOOR GASKETS, ETC. DOORS LOCATED IN INSULATED DUCTWORK LL HAVE 1/2" THICK FIBERGLASS INSULATION BETWEEN TWO THICKNESS OF SHEET METAL. s ' DUCTWORK SHALL COMPLY WITH ALL LOCAL AND STATE REGULATIONS REGARDING FIRE ST0PP|NC, PROOFING AND DAWPER|Nl ACCESS DOORS 0F SUFFICIENT SIZE FOR EASY ACCESS AND SERVICING SHALL BE PROVIDED AT ALL FIRE DAMPERSi /L AIR VELOCITY |N LOW PRESSURE MAIN SUPPLY TRUNKS SHALL EXCEED 1500 FPM, IN SUPPLY BRANCHES VELOCITY SHALL NOT EXCEED 1200 FPM, AND IN RETURN AIR DUCT VELOCITY SHALL NOT EXCEED 1200 FPM. 5. MECHANICAL CONTRACTOR TO CORDINATE DUCT INSTALLATION WITH BRICK/TILE INSTALLERS TO ENSURE PROPER CLEARANCES. INSULATION: 1. ALL SUPPLY DUCTWORK FROM HEATING/COOLING UNITS SHALL BE LINED WITH ' - LB DENSITY, - ° THICK FIBERGLASS DUCT LINER. DUCT LINING AND ADHESIVE SHALL BE IN CONFORMANCE WITH NFPA NO. 90A STANDARDS. 2, ALL RETURN DUCTWORK WITHIN 1O�3 OF SHALL BE LINED WITH DENSITY, THICK DUCT LINER. DUCT LINING AND ADHESIVE SHALL BE IN CONFORMANCE WITH NFPA NO. BOA STANDARDS. 3. ALL EXHAUST DUCTWORK ON THE SUCTION SIDE OF EXHAUST FANS SHALL BE LINED WITH 1-1/2 LB DENSITY, 1/2" THICK FIBERGLASS DUCT LINER, FOR A MINIMUM DISTANCE OF 10'-O". 4. ALL DUCT INSULATION SHALL A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A 8WOKE-DEVELOPED RATING OF NOT W0RETHAN 5{L DUCT SMOKE DETECTOR: 1. DUCT IN SUPPLY AND RETURN ' DETECTORS SHALL BE INSTALLED DUCTS ON ALL EQUIPMENT 2000 CFM OR LARGER. ELECTRICAL "" " �ONTRACT0R TO SUPPLY AND WIRE DETECTOR. MECHANICAL CONTRACTOR ' TO DUCT MOUNT DETECTOR. ELECTRICAL AND MECHANICAL CONTRACTORS TO COORDINATE SIZES AND TYPES FOR INSTALLATION. GAS PIPING: 1. THIS CONTRACTOR SHALL CONTACT LOCAL GAS COMPANY TO COORDINATE: NEW GAS LOAD, METER LOCATION, AND PRESSURE REQULATOR ASSEMBLY. 2. GAS PIPING SHALL BE SCHED. 40 BLACK CARBON STEEL, WITH MALLEABLE IRON 150 LB. FITTINGS. GAS PIPING LARGER THAN 2" 2" SHALL BE WELDED, PIPING UNDER � SHALL BE THREADED CONNECTIONS. / ' ' ' 3' GAS COCKS (CRANE #254 WITH CHECK OR EQUAL), AND DIRT LEGS 6") SHALL BE INSTALLED IN THE PIPING TO EACH PIECE OF GAS FIRED EQUIPMENT. 4. 'BEFORE FINAL EQUIPMENT CONNECTIONS ARE MADE, PNEUMATICALLY TEST GAS PIPING AT 15 PSIG AIR PRESSURE. THE PRESSURE TEST SHALL BE DEEMED ACCEPTABLE IF THE PIPING SYSTEM HOLDS THE PRESSURE FOR FOUR-�- HOURS. TESTING SHALL BE WITNESSED BY ` '/ ' _ . ` . ' � . ' , � ~ � � � . ' ` � ' ' ` ' � ' ` � ` � ` � ' ' .` ' � ' ` � ` ' � ` 1. ALL OTHERWISE SPECIFIED) IS TO BEAR THE APPROPRIATE (UNLESS -^ '- BEAR THE ' - - � AGA, CSA OR UL APPROVED LABELS, LISTINGS, AND CERTIFICATIONS FOR SPECIFIC DESIGN PURPOSE. ~^~ ~-~ 2. ALL EQUIPMENT SOUND LEVELS SHALL NOT EXCEED 50 DB AT PROPERTY LINE. J. ALL INTERCONNECTING WIRING AT UNIT SHALL BE FACTORY PREWIRED AND REQUIRE ONLY (1) POWER CONNECTION TO THE UNIT BY THE ELECTRICAL CONTRACTOR. DISCONNECT SWITCH SHALL BE BY THE ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE. 4. ELECTRICAL CONTRACTOR SHALL FURNISH COMBINATION MAGNETIC STARTER-DISCONNECT SWITCHES AS REQUIRED (WEATHERPROOF FOR EQUIPMENT LOCATED OUTSIDE OF BUILDING). THE ELECTRICAL CONTRACTOR WILL 5. SUBMIT EIGHT (8) COPIES OF EACH CATALOG CUT, FOR THE ' EQUIPMENT SPECIFIED, TO THE "`~'''^"'/` N0NEER FOR APPROVAL PRIOR TO THE BEGINNING OF CONSTRUCTION. THIS CONTRACTOR SHALL ALSO ASSEMBLE PRINTED INSTRUCTIONS FOR THE OPERATION AND MAINTENANCE OF EACH ITEM INSTALLED AND BIND TOGETHER WITH EQUIPMENT CUTS AND CONTROL WIRING DIAGRAMS. SUBMIT EIGHT COPIES TO THE OWNER/ARCHITECT/ENGINEER. 8 ^ THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL STRUCTURAL STEEL MEMBERS, SLEEVES, AND SHIMS REQUIRED TO LEVEL AND SUPPORT EQUIPMENT, ROOF CURBS AND EQUIPMENT SUPPORTS MATERIALS: ' ~ 1 ALL MATERIALS SHALL BE NEW, DFRRSTDU@JTf AND UL LISTED FOR THE SPECIFIC DESIGN PURPOSE. 1 SANITARY, VENT AND LINES SHALL BE CAST IRON AND AS PERMITTED BY THE LOCAL AND STATE CODE AUTHORITIES. PVC NOT PERMITTED WHERE DISCHARGE EXCEEDS 807 3, ALL WATER AND WASTE PIPING TO BE RUN ON WARM SIDE OF INSULATION. 4. DOMESTIC SUPPLY PIPING LOCATED ABOVE THE FINISHED FLOOR SHALL BE TYPE E "L" COPPER. UNDERGROUND DOMESTIC SUPPLY PIPING SHALL BE TYPE " K" COPPER. 5. THREADED FITTINGS ON GALVANIZED STEEL PIPING SHALL BE |Z[D CLASS GALVANIZED 15-A MALLEABLE IRON FITTING CONFORMING TO ASTM A-197 SPECIFICATION. 6. FURNISH AND INSTALL UNIONS WHERE INDICATED OR NECESSARY FOR REPAIR OR SERVICE. UNIONS 2� AND SMALLER SHALL BE STANDARD GROUND JOINT BRASS TO IRON R0N SEAT, MALLEABLE IRON, SCREWED. UN|ONS2-1/2" AND LARGER SHALL BE STANDARD CAST IRON FLANGED UNIONS 125# CLASS. ^ ' 7 VALVES SHALL BE MANUFACTURED BY CRANE, STOCKHAM. ' ' 8. DOMESTIC HOT WATER SUPPLY PIPING SHALL BE INSULATED WITH ONE OF THE FOLLOWING: NQ' (INSTALL AS RECOMMENDED BY MANUFACTURER). A. 1" THICK PREFORMED FIBERGLASS WITH "K" FACTOR OF 0.23 MAXIMUM AT 757. MEAN TEMPERATURE. JACKET TO BE FACTORY APPLIED KRAFT PAPER WITH VAPOR BARRIER. B. 1 " THICK MOLDED RIGID PHENOLIC FOAM WITH " N " AT FACTOR OF 023 MAXIMUM 787 MEAN TEMPERATURE WITH FACTORY APP ED LAMINATED ALUMINUM FOIL AND WHITE KRAFT PAPER VAPOR BARRIER JACKET. O ^ DOMESTIC COLD WATER PIPING AND SUSPENDED HORIZONTAL STORM SEWERS AND ALL FITTINGS SHALL BE INSULATED WITH: (INSTALL AS RECOMMENDED BY MANUFACTURER). A. - THICK INSULATION W/ FRK WRAP FOR PIPING UP TO 1-1/4" DIAMETER. B. 1" THICK AT STORM C. � ' TU0AL JOINTS W/ WATERPROOF SEALANT. 10. PIPE INSULATION AT ALL PIPE HANGERS SHALL CONSIST OF INSUL-SHI FIBERGLASS SUPPORTS AS MANUFACTURED 8Y|NSUL-COUSDC OR ARCHITECT/ENGINEER APPROVED EQUAL. ' 11. HANGERS SHALL BE OF STANDARD WEIGHT STEEL OR IRON ROD AND RING OR CLEVIS TYPE. PROCEDURES: 1. ALL SUSPENDED HORIZONTAL SPACED NO ' "�"°'=-'"' FURTHER THAN 8' - 0» -0" APART FOR PVC PIPING SHALL BE ~~`, PIPING). SELF-SUPPORTING NOR BE SUPPORTED FROM EQUIPMENT CONNECTIONS. 2. ALL PARALLEL PIPES [TV*] (2) OR MORE] SHALL BE SUPPORTED ON A CHANNEL TYPE TRAPEZE HANGER. ^ `-' ^ 3. SUPPORTS AND HANGERS SHALL BE INSTALLED TO PERMIT FREE EXPANSION AND CONTRACTION IN PIPING SYSTEMS UNLESS PIPE REQUIRES FIRM ANCHOR CONTROL. 4. HORIZONTAL SOIL OR WASTE LINES SHALL BE AT A SLOPE OF NOT LESS THAN ' PER AND SHALL HEAD ROOM. OF DIRECTION AND JUNCTIONS SHALL BE MADE WITH "Y" FITTINGS AND NO LINES OF ANY KIND SHALL BE LOCATED ED 8ELOWFREEZ[RS FREEZERS. ALL DRAIN LINES SHALL BE PROTECTED FROM FREEZING. ' 5. HOT AND COLD WATER PIPING SHALL BE PROPERLY PITCHED TO LOW POINTS IN THE SYSTEM WHERE DRAINS SHALL BE INSTALLED. 6. CLEANOUTS DEAD AT ENDS, AT CHANGES OF DIRECTION, 50-0 INTERVALS ON HORIZONTAL RUNS, OUT OF HIGH TRAFFIC AREAS, (NOT UNDER ER CASES) ETC. WHERE CLEANOUTS OCCUR IN CONCEALED SPACES, THEY SHALL BE PROVIDED WITH EXTENSIONS TO FLOOR ABOVE OR TO WALLS. A HAND-HOLE TEST TEE SHALL BE PLACED AT THE BASE OF EACH STACK. 7. VENT STACKS EXTENDING UP THROUGH THE ROOF SHALL BE FLASHED WITH SIX POUND ' , SHEET LEAD. FLASHING SHALL EXTEND 12 IN ALL DIRECTIONS FROM THE VENT, CARRIED OVER AND TURNED DOWN THE INSIDE OF THE VENT. ALL SEAMS AND JOINTS OF FLASHING SHALL BE SOLDERED AND PROVEN � - HT. EXTEND VENTS A MIN. OF 12" ABOVE ROOF, AND 30 AWAY FROM PARAPET. 8. ALL SUPPLY PIPING TO BE RUN OVERHEAD, ^ UNLESS NOTED OTHERWISE. Q. ALL SUPPLY PIPING TO BE A MINIMUM OF 3/4" 0A- 10. EACH FIXTURE WILL HAVE A 3 /4. X 12" AIR CHAMBER. ' 11. PROVIDE SERVICE VALVE AT BRANCHES AND AT ALL APPLIANCES. 12. ALL FIXTURES WILL BE FURNISHED WITH INTEGRAL STOPS. 13. BURIED SANITARY AND WASTE LINES WILL BE A MINIMUM OF 4^ DIA. 14. ALL FLOOR DRAINS AND FIXTURES TO BE VENTED IN ACCORDANCE WITH LOCAL CODES. 15. ALL HORIZONTAL VENT PIPING SHALL BE RUN ABOVE FINISHED CEILINGS AND SLOPED UP TOWARD MAIN STACK' 16` THE PLUMBING CON NOT T |NSTALL COMBUSTIBLE PIPING MATERIAL IN OR THROUGH FIRE RATED ASSEMBLIES. 17. HORIZONTAL DRAINAGE PIPING SHALL BE PITCHED NOT LESS THAN 1/4» PER FOOT FOR PIPING 3- DIA. AND UNDER. 18^ HORIZONTAL DRAINAGE PIPING Q SHALL BE PITCHED NOT LES8 THEN 1/8" 8^ PER FOOT FOR PIPING 4" DIA. AND OVER. 19. ALL EQUIPMENT DEVICES SHALL BE INSTALLED WITH UNIONS IN SUCH A MANNER TO FACILITATE EASY M EMOYAL AND MAINTENANCE OF F EQU|PWENT WITHOUT DISRUPTING SERVICE AND CAUSING MAJOR PIPING REVISIONS. 20 ALL CONNECTIONS BETWEEN DISSIMILAR METALS SHALL BE MADE WITH DIELECTRIC UNIONS OR COUPLINGS. --' CFM - CUBIC FEET OF AIR PER MINUTE ---- FEET - �' � -- DIFFUSER EA EACH EF-# EXHAUST FAN ESP EXTERNAL STATIC PRESSURE FURNISHED BY OTHERS GR GRILLE MVD MANUAL VOLUME DAMPER NK NECK OUTSIDE AIR INTAKE RTU-# ROOFTOP UNIT ' UNDERCUT DOOR SUPPLY DUCT UP THRU FLOOR/ RO0F ELECTRICAL SYMBOL LIST DUCT UP '" R " FLOOR/ ROOF SYMBOL C' ESCR|pT|[N 1 ^ MANUAL VOLUME DAMPER � | + | | A.F.F. ABOVE FINISHED FLOOR . . THERMOSTAT ~�/ E.C. ELECTRICAL CONTRACTOR ED � EQU|PMENT TAQ EM INDICATES FIXTURE CONNECTED TO EMERGENCY SERVICE ----QAS---' GAS PIPING F.B.O. FURNISHED BY GAS COCK �� �"�° F & | FURNISHED AND INSTALLED -� REDUCER GFI GROUND FAULT INTERRUPTER • � ^ ELECTRICAL DEMOLITION NOTES. GRD GROUND INDICATES GREEN GROUND CONDUCTOR CONNECTED TO EQUIPMENT AND PANEL NL NIGHT LIGHT, 24 HOUR OPERATION _ 1. ELECTRICAL CONTRACTOR SHALL REVIEW THE ARCHITECTURAL -''-| -- TO VERIFY EXTENT OF THE DEMOLITION AND REMODELING WORK. ELECTRICAL SURVEY EXISTING SITE AND DETERMINE EXTENT OF NECESSARY REALLOCATIONS. REMOVALS AND REPAIRS TO EX|S�NQELECTRICAL WORK REQUIRED TO AVOID CONFLICTS WITH NEW CONSTRUCTION TO MEET MINIMUM LOCAL AND STATE CODE REQUIREMENTS. ALL ELECTRICAL OUTLETS FIXTURES RECEPTACLES, DEVICES, NOT BEING REUSED SHALL BE REMOVED AND OUTLETS ARE TO BE CAPPED "CS ORD{N� TO NOTE #7: CONDUIT TO BE ABANDONED IN PLACE: AND A LL WIRING ' SHALL DISCONNECTED T SOURCE AND REMOVED COMPLETELY. NO EXISTING JUNCTIONS OR CONDUIT COVERS SHALL BE BURIED IN NEW WALLS. ELECTRICAL CONTRACTOR TO RELOCATE SAME AS REQUIRED. A FIELD SURVEY VERIFICATION IS MANDATORY IN ORDER TO SUBMIT AN ELECTRICAL BID, FAILURE TO DO SO SHALL ' NOT REU[VETHIS CONTRACTOR FROM PERFORMING THE WORK 0F THIS CONTRAC� 2. EXISTING CONDUIT CAN BE REUSED PROVIDING IT IS CHECKED FOR CONTINUITY OF GR0UND, BLOWN FREE OF D[8R|8, AND DOES NOT INTERFERE WITH CONSTRUCTION. 3. ALL CUTTING AND PATCHING OF EXISTING PLASTER, DRYWALL, WOOD, CONCRETE ETC., FOR THE ELECTRICAL INSTALLATION IS BY THE ELECTRICAL CONTRACTOR. BEFORE ANY CUTTING, APPROVAL FROM THE ARCHITECT IS NECESSARY. CARE IS TO BE TAKEN AND ALL CUTS OR CORING ARE TO BE SQUARE - NO CHOPPING! 4. ALL EXISTING EQUIPMENT IS TO REMAIN OPERATIONAL DURING THE PERIOD. ANY TEMPORARY WIRING OR REROUTING OF TO ACHIEVE THIS IS THE ELECTRICAL CONTRACTOR. OF EXISTING SERVICES SHALL ONLY BE PERMITTED UPON WRITTEN APPROVAL FROM THE OWNER AND THEN ONLY FOR THE DATE AND DURATION AGREED UPON. INCLUDE ALL PREMIUM TIME CHARGES IN THE BASE BID. ` UNLESS INDICATED OTHERWISE, ALL LIGHTING FIXTURES, DEVICES AND ALL ITEMS OF THE EXISTING HVAC SYSTEM SHALL REMAIN UNLESS IN CONFLICT WITH REMODELING. ' OF THE OWNER. IF THE OWNER ELECTS NOT TO RETAIN O. ALL LIGHTING FIXTURES REMOVED AND NOT REUSED SHALL THE ' ELECTRICAL CONTRACTOR SHALL REMOVE FIXTURES FROM JOB AND DISPOSE OF PROPERLY. ' 7. ELECTRICAL CONTRACTOR SHALL BLANK WITH PROPER FINISH PLATE IF OUTLET EXISTS FOR ITEMS TO BE REMOVED. ANY INTERRUPTION OF CIRCUITING TO AREAS NOT BEING REMODELED SHALL BE INTERCEPTED AT A LOCATION THAT DOES NOT INTERFERE WITH NEW CONSTRUCTION. HOMERUN FOR THESE INTERRUPTED CIRCUITS IS TO BE '- WIRING. AFTER REMOVAL, ALL CONTINUITY IS TO BE CHECKED FOR ALL OUTLETS IN THE AREAS NOT BEING REMODELED TO INSURE PROPER FUNCTIONING. ' 8. ELECTRICAL TRACTDR SHALL COORDINATE WITH GENERAL CONTRACTOR FOR REMOVAL RELOCATION OF EXISTING EXAMPLE: LIGHTING FIXTURES, RECEPTACLES, THAT WILL BE ABANDONED OR IN CONFLICT WITH NEW CONSTRUCTION. NO ADDITIONAL COST WILL BE PERMITTED. REFER TO ARCHITECTURAL DRAWINGS FOR EXTENT OF REMODELING. . 9. ALL CONDUIT, DEVICES, FIXTURES, SHOWN IN THE DEMOLITION DRAVNNGS TO BE REMOVED OR RELOCATED ARE ONLY FOR THE CONVENIENCE OF THE BIDDERS. CONTRACTOR SHALL FIELD VERIFY ALL ITEMS PRIOR TO SUBMITTING A BID. _ ' BUILDING ' 10. NEW WORK AND EQUIPMENT IN THE EXISTING HAS BEEN ACCURATELY POSSIBLE. EACH CONTRACTOR SHALL ADJUST HIS WORK AS REQUIRED TO AVOID EXISTING INDICATED DUCTS, PIPES, CONDUITS AND BEAM NOT SHOWN ON PLAN8., EACH CONTRACTOR SHALL ADAPT HIS WORK TO MEET ALL ACTUAL CONDITIONS . ON THE EXISTING PREMISES � ' ` ` WP ` WEATHERPROOF SINGLE POLE TOGGLE MOUNTED 48" - SWITCH, 20 AMPERE RA TED. A.F.F. UNLESS NOTED OTHERWISE. SUBSCRIPT: "a" - LOWER CASE LETTER INDICATES SWITCH (� ^^ CONTROL "3" _ DENOTES THREE WAY TOGGLE SWITCH "2P" DENOTES TWO POLE TOGGLE SWITCH .. , - - ` P DENOTES LIGHTED HANDLE TOGGLE SWITCH, LIGHT IN SWITCH SHALL LIGHT WHEN EQUIPMENT IS OPERATING , 4, - DENOTES FOUR WAY TOGGLE SWITCH T THERMAL OVERLOAD TOGGLE SWITCH WITH PROPERLY SIZED HEATER ELEMENTS, 48" A.F.F. UNLESS EQUIPMENT MOUNTED CONDUIT RUN ROUTED CONCEALED N WALLS OR ABOVE CEILING IN FINISHED AREAS. CONDUIT EXPOSED IN UNFINISHED AREAS � ~^~-y----- CONDUIT RUN ROUTED CONCEALED IN/BELOW CONCRETE SLAB OR BELOW GRADE. 7 INDICATES "GREEN" GROUND CONDUCTOR, SIZED AS NOTED ON DRAWINGS �� � . DUPLEX RECEPTACLE, 120 VOLT, 20 AMPERE RATED, 18" A.F.F. UNLESS NOTED OTHERWISE. HUBBELL OR LEVITON #5362-| . MTD HORIZONTALLY IN JUNCTION BOX. SUBSCRIPT: "QR" - DENOTES GROUND FAULT INTERRUPTER TYPE RECE PTACLE �Q^ - DENOTES ISOLATED GROUND TYPE RECEPTACLE HUBBELL OR LEVITON #IG-5362 e& DOUBLE DUPLEX RECEPTACLE, 120V, 20 AMP RATED 18 , A.F.F. UNLESS OTHERWISE NOTED. MOUNTED IN COMMON JUNCTION BOX. ��+ " DUPLEX RECEPTACLE, 12O� 20 AMPERE RATED 6" ABOVE FINISHED COUNTER TOP MOUNTED HORIZONTALLY. AT LOCATIONS WHERE THERE IS NO COUNTER TOP, RECEPTACLE SHALL BE MOUNTED 40^ A.F.F. 14g\ SPECIAL PURPOSE RECEPTACLE, VOLTAGE, RATING AND MOUNTING AS NOTED ON PLANS . ELECTRICAL SYMBO_ NOTES. 0 JUNCTION BOX CEILING MOUNTED NOTE: +��\ �~ JUNCTION BOX WALL MOUNTED = 1. AND COVER PLATES IN DINING ROOM ARE TO MATCH THE SURROUNDING WALL FINISHES AND MOUNTED AS FOLLOWS: A. NO SUBSCRIPT MOUNTED HORIZONTALLY ' B. �" INDICATES -- � MOUNTED VERTICALLY. 2. ALL RECEPTACLES AND SWITCHES IN PREP AREA AND RESTROOMS NEED TO BE WHITE. 3. ALL COVER PLATES IN THE PREP AREA AND RESTROOMS NEED TO BE STAINLESS STEEL 4. ON ALL CONDUIT RUNS: A. ARROW IN OME RUN TO PANEL. B. SLASHES INDICATE QUANTITY OF WIRES. 1 ' SHORT SLASHES INDICATE PHASE AND SWITCH LEGS. 2. LONG SLASHES INDICATE NEUTRAL CONDUCTORS. 3. LONG SLASHES WITH DOT INDICATE GREEN GROUND CONDUCTORS. 5. DOTTED SYBOL ON PLAN INDICATES EXISTING FIXTURE, EQUIPMENT. DEMOLITION REFER T0 N8TES AND SYWBOLS F0R RXTURE |NFORMA�O� ` 0 ' _ JUNCTION BOX WITH FLEXIBLE CONDUIT CONNECTION �� SINGLE GANG TELEPHONE OUTLET, 18^ A.F.F., � HORIZONTAL MOUNTED, STUB [" EMPTY CONDUIT ' 6" INTO ACCESSIBLE CEILING SPACE UNLESS NOTED OTHERWISE -C/ MOTOR CONNECTION mn ELECTRICAL PANEL F-4 �~ FUSED DISCONNECT SWITCH, SIZE AND RATING AS NOTED ON DRAWINGS � L/P NON-FUSED DISCONNECT SWITCH, SIZE AND RATING AS NOTED ON DRAWING e WECHANk�AL�EQU|P�ENT TA�-8EE �ECHAN|CAL EQUIPMENT SCHEDULE <1 u SINGLE GANG OUTLET, 18" AFF., HORIZONTAL MOUNTED, STUB [" EMPTY CONDUIT 6" INTO ACCESSIBLE CEILING SPACE FOR CRT CABLES CABLES F.B.O. UNLESS NOTED OTHERWISE. ~ ���� ����^«�� " ��� `~ "��� ~w RECEIVED CITY OF TUKWILA JUL 1���1� ~"� .-��"// PERMIT CENTER MEEMIIMIMMEEEMBEGENIMI _ ������������"�� ��]����~����*�o x ' Engineering, U U �~� � �°�~.�~�~ MECHANICAL -ELECTRICAL CIVIL - LEED | -'''_ ___ ^RO/Ew//^^m 2100 112TH AVE. N� �/vw //�//mv�r� WA BELLEVUE, N,," °°°° q�0 �W'N0�d���d�1 ` '/'\^*/`«^'*�'' FAX: (425) .n° �u `"�°`"/ E-Mail: ' @ubxume' EEEEEswgBEEmm Revisions A ISSUE FOR JJ REVIEW U06/30/11 A ISSUE FOR PERMIT/ LL REVIEW 07/15/11 ARCHITECT I HEREBY CERTIFY THAT TICE FLANS ME BEEN PRE- PARED UNTO NY SIFERVIMII Ate THAT ID BEST REGULATMNS ate ORDINANCES OF TUKVILA. wit RELATING TO STRUCTURES AND BUILDINGS, Drawn By Checked By Scale Date 06/30/2011 Job No. 11 2100 Sheet - 1V| | --- /' /,/_-/ z_- (OF