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HomeMy WebLinkAboutPermit D10-283 - SEE'S CANDIES - TENANT IMPROVEMENTSEE'S CANDIES 17100 SOUTHCENTER PY D10 -283 City ("Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 7888920020 Address: 17100 SOUTHCENTER PY TUKW Suite No: Project Name: SEE'S CANDIES Permit Number: D10-283 Issue Date: 11/29/2010 Permit Expires On: 05/28/2011 Owner: Name: WIG PROPERTIES LLC -SS Address: 4811 134TH PL SE , BELLEVUE WA 98006 Contact Person: Name: TIM KIRCHER Address: 400 ALLAN ST , DALY CITY CA 94014 Contractor: Name: BOGART CONSTRUCTION INC Address: 12 MAUCHLY BLDG F , IRVINE CA 92618 Contractor License No: BOGARCI934CO Phone: 650 245 -3193 Phone: 949 453 -1400 Expiration Date: 02/21/2011 DESCRIPTION OF WORK: COMPLETE TENANT IMPROVEMENT Value of Construction: $100,000.00 Fees Collected: $2,433.96 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 0019 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N doc: IBC -7/10 D10-283 Printed: 11 -29 -2010 1 Permit Center Authorized Signature: I1_k�1�' 41 . Date: I hereby certify that I have read and exa ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie • with, whether specified herein or not. The granting of this permit does not p = u - to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: _PakL.l5 Akao �✓ Date: // /Z Vie 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. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: 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). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). doc: IBC -7/10 D10 -283 Printed: 11 -29 -2010 14: VALIDITY OF PERMIT: The issuance or; ting of a permit shall not be construed to beWrmit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: 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) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 24: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 25: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 26: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 27: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 28: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 29: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 doc: IBC -7/10 D10-283 Printed: 11 -29 -2010 foot - candle (11 lux) and a minimum at any pal of 0.1 foot - candle (1 lux) measured along thwath of egress at floor level. Illumination levels shall be permittedliFecline to 0.6 foot - candle (6 lux) average andWinimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 30: 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) 31: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 32: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 33: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of 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). 34: 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. 35: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 36: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 38: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 39: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 40: In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. (IFC 505.1) 41: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 42: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 43: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 44: No black opaque tinting film shall be applied to the glazing area. doc: IBC -7/10 D10 -283 Printed: 11 -29 -2010 CITY OF TULA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: // wvw. ci. t kwila. wa. us Building Permit o. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. pQ -2s5 Amu- - lcs ti-$ to (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 Site Address: f ? J on 50 Ccp -�� v' .�( �.. c Tenant Name: ■•..5 h c Property Owners Name: \,J .- 06.m. ,.-1-k_s Mailing Address:..j.e---cTi c.- ca-., 5 ,1/ Cc King Co Assessor's Tax No.: -Is 1 D" u - 002,0 Suite Number: 1 G Floor: 1 New Tenant: §1 Yes ❑ ..No O2, S O S c n Fr- o .■ mil' S 110 (. _I 10 ti) City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: I71 m ) rc,lL .r Mailing Address: '`'I O 0 M c >^ E -Mail Address: ST' -11E--i r c L 1- e--- 5 GO Yr1 Day Telephone: CO-S-0 4' T 1 13 City State 011-1 V Zip Fax Number: 4-1 cc- s3' 1 GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: l6 Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: State Zip ARCHITECT OF RECORD - All plans must be stamped by Architect of Record Company Name: Y%\ 6?") A a r c_L,,_ z�s h e Mailing Address: ell1P City State Zip Contact Person: IG `61-k-- 0 k cn Day Telephone: (.005c 565 -7 (e 0 E -Mail Address: 14,0 15o r. Q \M Q Number: O cS 1 ¶5 c�1 S Q ENGINEER OF RECORD - All plans must be stamped by Engineer of Record Company Name: Ov >1 c. w A S 5 a 1 `'! e..,_5 Cyt Mailing Address: S-0 D S n 'Gf f x�L, S. ] Its C7 Contact Person: Do Y\ SioS1 C n cX/ E -Mail Address: e- H:\Applications\Fonns- Applications On Line 2010 ApplicatimuV -2010 - Pen nit Application.doc Revised: 7 -2010 bh YY) dV6115 YYlrt S��d� City State Zip Day Telephone: (.4 oZ 1166^ '75O Fax Number: 6.1 f (.S- -75'S` I Page 1 of 6 Valuation of Project (contractor's bid price): $ 10o )(lOO , 0'0 Existing Building Valuation: $ Scope of Work (please provide detailed information): Cc, . ��� �1, 'f) '} v. c u 1 Y\n \ V a ✓ V b b� e L Zvfj \ o- in ,� \ v.(4) �5 Corp c..-"Cry �S I c_ l • Will there be new rack storage? ❑ Yes. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ja Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:WpplcationsWFonns- Applications On Line\2010 Applications17 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC ls` Floor 1, /S -0 11Q, )r Igo sift ',.2, jryl 2nd Floor OVA) 3`d Floor Floors thru Basement 44 N Accessory Structure* \fJ. Attached Garage W Detached Garage IN A Attached Carport tN -A Detached Carport ArA Covered Deck h t 0 v�� 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: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ja Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:WpplcationsWFonns- Applications On Line\2010 Applications17 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 PUBLIC WORKS PERMIT INF TION — 206 -433 -0179 Scope of W t ork (please provide detailed information): o +-. Lite. , 5e c - -<--- % j �i 1 W _c ° v ( r Se. S pq N.ZI Call before you Dig: 1- 800 - 424-5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District $ ..Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided ❑ .. Highline Sewer District ®...Tukwila ❑ ...Valley View ❑ .. Renton ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ -. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .- Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor ❑ .. -Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection ,, Irrigation If Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ❑ ...Water Main Extension Public ❑ WO #_ WO # wo # Private ❑ Private ❑ ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:1Apptications \Forms- Apphcanons On rine12010 Apphcations \7 -2010 - Permit Appticntion.doc Revised: 7 -2010 bh Page 3 of 6 IMECHANICAL PERMIT INFO RNION -- 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: 1'15 n Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ Scope of Work (please provide detailed information): 50 SV 044 Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement Fuel Type: Electric ❑ Gas Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Ref&ig/Cooling _______)< System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm /Ind H:\Applicatians\Fotms- Applications On Line12010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 4 of 6 PLUMBING AND GAS PIPING PE 1 1T INFORMATION — 206 -431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name:"TN , Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip Valuation of Plumbing work (contractor's bid price): $ -IPA / 01.a do, 0 O Valuation of Gas Piping w o r k (contractor's bid price): $ O . , � � nn Scope of Work (please provide detailed information): (-p vv �l _ it c.w.r) cJ4 jboYYt o,nn O -- - 1 a, Cam, `,Z, w C.-- ,t- � s Building Use (per Int'1 Building Code): V 1) Occupancy (per Int'l Building Code): Yvn Utility Purveyor: Water: �i l-- a. Sewer: i �L_ a_ i 1 t, Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: ) Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory 1 Wash fountain Receptor, indirect waste Sinks L'— J Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent / Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment 4 Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets/outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets HAApplications\Fonns- Applications On Line \2010 Applications \7 -2010 - Permit Applicalion.doc Revised 7 -2010 bb Page 5 of 6 • • PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.12 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 1 STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Oi�TF,R;pR A ENT: Signature: Date: /0111110 Print Name: \ \ wY 1 L\ Y Mailing Address: ) 100 N lj Date Application Accepted: WI Day Telephone: '-( /S 140 S l 9 kJ City U Stec Zip Date Application Expires: ©L H: Applications\Fonns- Applic Lions On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Staff Initials: ` - Page 6 of 6 1 CM 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 tukw ila. wa. us SET RECEIPT Copy Reprinted on 11 -29 -2010 at 10:20:24 11/29/2010 RECEIPT NO: R10 -02378 Initials: JEM Payment Date: 11/29/2010 User ID: 1165 Total Payment: 2,164.48 Payee: BOGART CONSTRUCTION INC. SET ID: 1129 SET NAME: Temporary Set SET TRANSACTIONS: Set Member Amount D10 -283 1,445.93 EL10 -0861 350.50 M10 -153 225.25 PG10 -148 142.80 TOTAL: 142.80 TRANSACTION LIST: Type Method Description Amount Payment Check 5308 2,164.48 TOTAL: 2,164.48 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES ELECTRICAL PERMIT - NONR MECHANICAL - NONRES PLUMBING - NONRES STATE BUILDING SURCHARGE 000.322.100 000.322.101.00.0 000.322.102.00.0 000.322.103.00.0 640.237.114 TOTAL: 1,441.43 350.50 225.25 142.80 4.50 2,164.48 Cit, 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: R10 -02156 Initials: JEM Payment Date: 10/25/2010 User ID: 1165 Total Payment: 1,080.04 Payee: SEE'S CANDIES, INC. SET ID: S000001437 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D10 -283 988.03 M10 -153 56.31 PG10 -148 35.70 TOTAL: 988.03 TRANSACTION LIST: Type Method Description Amount Payment Check 549984 1,080.04 TOTAL: 1,080.04 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES 000.322.100 30.97 000.345.830 1,049.07 TOTAL: 1,080.04 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 10-283 PERMIT NO. CITY OF,TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 . Permit Inspection Request Line (206) 431 -2451 Project: • ...11.,?-4 a it/40T F S Type of Inspection: 7 4/A4 L Address: /7/0D .S471/44e,"/ ' ,7'' Date Called: Special Instructions: Date Wanted: /.- -'/ —// �a.m. cr Requester: Phone No: Approved per applicable codes: COMMENTS: DCorrections required prior to approval. , ".,/ /4-reotttpkie, ,/ , / p,,,,he'ef ,9p° /? r6 4414441 I 'Date: 11/— INSPECTION FEEREpUIRED. Prig to next inspection, fee must be aid at 6300 Southcenter Blvd.. Suite 100. Callao schedule reinspection. ebat • r. • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter.Blvd., #100, Tukwila. WA 98188 (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit bt0- PERMIT N0: Project: 1 S :.b 0At4bc‘ Type of Inspection: sZESPeatt- et rags)6 Address: 'I (7 I Satyr +4CitaTc ¢. Date Called: PC--( - Special Instructions: t .- . • Date Wanted: a.m. Requester : . I Phone No: Approved per applicable codes. • a Corrections• required prior to approval:- COMMENTS: AGO ikepTt fa.,f0 _ 6.) 1-142.14 --- A pi nspecto , Date: d ❑ � PECTION FEE REQU r ED. Prior t. next inspection; fee must be t 6300 Southcenter Blvd., Suite 10'. Call to schedule reinspection. fickt ca •'. .�•�aCp,••,. vale :•L' .• •+w...: 1112'-vr h:•.. ,-- s �. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT. CITY OF TUKWILA BUILDING DIVISION �' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 £/o'3 Project: SEA, .S I1A (4b)FS Type of Inspection: , 72411YIA/C Address: / 7Ibh JehrrM e Date Called: . Special Instructions: ` Date Wanted: • fta " '_' /o Requester: Phone No: .Sb4 - /7/'.' 8Big4, proved per applicable codes. Corrections required prior to approval. 7 1 Date: 2 SPECTION FE REQU FM Prior to ext inspection. fee must be at 6300 Southcenter Blvd., Suite 10 Call to schedule reinspection. .,,11.6.-14 s .is., .asisarkcrr. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit : • I3 /0 nael,1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: / . ee S IA eJi e- -. Type of Inspection: Address: ni»u S c Hwy Suite #: iog Contact Peon: _pax, Akjlsoi. Special Instructions: Phone Nan 40- y 7 / -Sts'( Approved per applicable codes. riCorrections required prior to approval. COMMENTS: �. L; j 4 f1k) 4C . -v9. i via I Ok • .Needs Shift Inspection:: kr Sprinklers: y' Fire Alarm: + .' ` Hood & Duct: - Monitor: • Pre -Fire: Permits: Occupancy Type: _ fri . Inspector: 4..- ') + .' I Date: /_ 3_ / / Hrs.: ) . n $80.00 ,REINSPECTION FEE REQUIRED. You will receive an invoice from • the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record FOrm.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER `e �+'. te^5- '.xiiM!!oiYri R •sa'i5r�,,?'E;1Y 3e:= r?�rsc�e%�as�:!r,� INSPECTION .RECORD Retain a copy with permit 3 g3 U3 -e- 17 / PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: e 1< C Aytib1'C Type of Inspection: / S p Address: i 7 i c, o c. , c Suite #: lb Contact Person: J t n...‘ Monitor: Special Instructions: ermits: Permits: Phone No.: '1 /3— • 64 05 — . 796 Approved per applicable codes. piCorrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre - Fire: ermits: Permits: Occupancy Type: -- _ Inspector: c).--- .• • . Date: /) _ J g _ Jd Hrs.: I tk [1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc •• 1/13/06 T.F.D. Form F.P. 113 • 4. • �i.� ,s • INSPECTION RECORD Retain a copy: with permit INSPECTION NUMBER PERMIT NUMBERS 'CITX OF ! UKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, Wa: 98188 206- 575 -4407 Project: 4Q + 5A Sprinklers: Type of Inspection; •• -_ , Fire Alarm: Address: 17100 Suite #: i� .je . P. �„ Contact P on: � 5 1. Special Instructions: • Phone No.: z ?Z �— • nApproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: s ui -_ , Fire Alarm: Hood & Duct: Monitor: * (6 P11 '/ I A /3. 6).3.6.4; • e4 17 &-d oC il 11%441 • _. .fr- • Nei -1 Petv' • tee-- IQ- -P-v -j'' !� _ -_ - • - - - . I. 2.1. 52_ l Needs Shift Inspection: Sprinklers: s ui -_ , Fire Alarm: Hood & Duct: Monitor: Pre -Fire: • Permits: Occupancy Type: - • Inspector :\;,.n Yi�� Y •. s ui Date: .12 \.\5-- ‘ i b Hrs.: 1.0 n . $80.00 REINS'ECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T,F.D. Form F.P. 113 2006 W. - gton State Nonresidential Energy Code Com• ' ce Form Project Summary PRJ -SUM 2006 ,Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address Sees Candies Date 10/12/2010 Southcenter Square For Building Department Use T /14 Tukwila, WA Applicant Name: KATHLEEN KOLBECK Applicant Address: 50 SOUTH SIXTH ST /SUITE 1100 MPLS, MN 55402 Applicant Phone: 612.465.7550 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 0 8 2010 City of Tukwila BUILDING DIVIRIM 10— 12 -!o O RECEIVED CITY OF TUKWILA OCT 252010 PERMIT CENTER 2006 Wa •'ggton State Nonresidential Energy Code Comp' ce Form Interior Lighting Sum. iary LTG -INT 2006 Washington State Nonresidential Energy Code Compliance Forms ,J Revised July 2007 Project Info Project Address See's Candies Date 10/12/2010 Southcenter Square For Building Department Use Tukwila, WA Applicant Name: KATHLEEN KOLBECK Applicant Address: 50 SOUTH SIXTH ST /SUITE 1100 MPLS, MN 55402 Applicant Phone: 612.465.7550 Project Description . Restroom ❑ Plans Included requirements. ❑ New Building ❑ Addition 4 Alteration Refer to WSEC Section 1513 for controls and commissioning Compliance Option Q Prescriptive Q Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor /room no.) Occupancy Description Allowed Watts per ft2** Area in ft2 Allowed x Area Retail A and Al - 2'x4' Fluorescent 1.50 1088.0 1632.0 Restroom A2 0.80 62.0 49.6 Allowance Wall and Counter Display 1.50 411 .0 616.5 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 2298.1 Proposed Lighting Wattage Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Retail A and Al - 2'x4' Fluorescent 6 54.0 324.0 Restroom A2 1 48.0 48.0 Retail B and B1 - 2'x2' Fluorescent 17 53.0 901.0 Retail C - Fluorescent Display 1 59.0 59.0 Retail D - CFL Downlights 24 21.0 504.0 Retail G - Wall Wash 7 33.0 231.0 Retail Cl - Fluorescent Display 10 22.0 220.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 2287 .0 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only. the default table in the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts /Fixture blank. 2006 Wa,iington State Nonresidential Energy Code Comgknce Form' Lighting, 2006 Washington State Motor, and -.... ransformer Permit Plans_.. h�ecklist LtG -G K Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address See's Candies Date 10/12/2010 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Ene gy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) yes 1513.1 Local control /access Schedule with type, indicate locations E -1 yes 1513.2 Area controls Maximum limit per switch E_1 n.a. 1513.3 Daylight zone control Schedule with type and features, indicate locations n. a. vertical glazing Indicate vertical glazing on plans n.a. overhead glazing Indicate overhead glazing on plans yes 1513.4 Display /exhib /special Indicate separate controls E_1 1513.5 Exterior shut -off Schedule with type and features, indicate location n.a. (a) timer w /backup Indicate location n.a. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location no 1513.6.1 (a) occup. sensors Schedule with type and locations yes 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans E -1 n.a. 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes I 1514 'Max. watts 'Indicate watts for each exit sign IE_1 I LIGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture E -1 n.a. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture • MOTORS (Section 1511) n.a. I 1511 'Elec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I I TRANSFORMERS (Section 1540) n.a. 1 1540 'Transformers 'indicate size and efficiency 1 I If "no" is circled for any question, provide explanation: 2006 Washington State Nonresidential Energy Code Compliance Form 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Address See's Candies Date 10/12/2010 southcenter Square For Building Department Use AAtA Tukwila, WA Applicant Name: See's Candies Applicant Address: 400 Allan Street, Daly City, CA 94014 Applicant Phone: 415- 405 -7965 REVIEWED FOR CODE COMPLIANCE APDRMED NuV 0 8 ZU10 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TULA OCT 2 5 2010 PERMIT CENTER PIO2(1)3 2006 Washington State Nonresidential Energy Code Compliance Form 2006 Washington State Nonresidentlal Energy Code Compliance Forms Revised July 2007 Project Info Project Address See's Candies Model No.1 Date 10/12/2010 Total CFM southcenter square SEER or EER For Building Dept. Use Location Tukwila, WA (Exiling) York Applicant Name: See' s Candies 2200 Applicant Address: 400 Allan Street, Daly City, CA 94014 Applicant Phone: 415- 405 -7965 Project Description Briefly describe mechanical system type and features. ❑ Indudes Plans Existing 5 ton gas roof top unit with new ductwork runouts to new diffusers /grilles. Include documentation requiring compliance with commissioning requirements, Section 1416. Compliance Option Q Simple System 0 Complex System Q Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Brand Name' Model No.1 Capacity2 Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV3 Location Ex. RTU. 1 (Exiling) York DF078N10P2AAA4A 75000 2200 Econo Existing - Roof • Heating Equipment Schedule Equip. ID Brand Name' Model No.1 Capacity2 Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency4 Ex. RTU 1 (Existing) Trane DF078N10P2AAA4A 96000 2200 Econo 12000 96000 AFUE =80% Fan Equipment Schedule Equip. ID Brand Name' Model No.1 CFM sP' HP /BHP Flow Controls Location of Service EF -1 Greenheck SP -13110 100 0.25 0.10 CV Toilet Room 'If available. 2 As tested according to Table 14-IA through 14-1G. 3 If required. ° COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). 2006 Washington State Nonresidential Energy Code Compliance Form System Description If Heating /Cooling ✓ Constant vol? ✓ Air cooled? ✓ Packaged sys? ❑ <20,000 Btuh? See Section 1421 for full description of or Cooling Only: Split system? Economizer included? ✓ Simple System qualifications. If Heating Only: <5000 cfm? <70% outside air? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Heating Only Heating /Cooling or Cooling Only Reference Section 1421 Yes Air Cooled, Constant Vol? <5000 <70% OSA Yes — Yes* ingle Package Unit? Yes plit Syste <= 84,000 Btuh? Econo ncluded? •ol Ca• <20,000 Btuh? Outd or Adjacent to utdoo Yes I Reference Section 142) • Simple System Allowed (section 1420) of Ca <54,000 Btuh? otal Ca . wo economize <240,000 Btuh or 10 %? Yes Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECH =CHK Revised July 2007 2006 Washington State Nonresidential Energy Code Compliance Forms Project Address See'a Candies Date 10/12/2010 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, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance n.a. 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule - yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency Mi yes 1411.1 Combustion htg. Indicate intermittent ignition, flue/draft damper & jacket loss Exist. 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans Mi yea 1412.2 Deadband control Indicate 5 degree deadband minimum M3 a.a. 1412.3 Humidity control Indicate humidistat - yes 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types - yes 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage M1 yes 1412.4.2 Optimum Start Indicate optimum start controls - a. a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule - yea 1412.6 Combustion htg. Indicate modulating or staged control M3 yes 1412.7 Balancing Indicate balancing features on plans Mi 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy areas - yea 1422 Thermostat interlock Indicate thermostat interlock on plans - yes 1423 Economizers Equipment schedule Mi 1413 Air economizers yea 1413.1 Air Econo Operation Indicate 100% capability on schedule M1, M3 a.a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb - n. a. 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance - n. a. 1413.3 Integrated operation Indicate capability for partial cooling - a. a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yea 1414.1 Duct sealing Indicate sealing necessary - yes 1414.2 Duct insulation Indicate R -value of insulation on duct - yes 1415.1 Piping insulation Indicate R -value of insulation on piping - 1416 Completion Requirements a.a. 1416.2.1 Commissioning Provide commissioning plan - yes 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing Ml a.a. 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training - n. a. 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report - n. a. 1434 Separate air sys. Indicate separate systems on plans - Mechanical Summary .Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer - 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 - n . a . 1443 Pipe Insulation Indicate R -value of insulation on piping - a. a. 1452 Heat Pump COP Indicate minimum COP of 4.0 - yes 1452 Heater Efficiency Indicate pool heater efficiency - a. a. 1453 Pool heater controls Indicate switch and 65 degree control - a.a. 1454 Pool covers Indicate vapor retardant cover - a.a. 1454 Pools 90+ degrees Indicate R -12 pool cover - o" is circled for any question, prow explanation: 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECH -CHKt 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not less than the values shown in Table 14 -1A through 14 -1G. If a nationally recognized certification program exists for a product covered in Tables 14 -1A through 14 -1G, and it includes provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas -fired and oil -fired forced air furnaces with input ratings > 225,000 Btu /h (65 kW) and all unit heaters shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btu /h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the input rating. 1411.2 Rating Conditions: Cooling equipment shall be rated at ARI test conditions and procedures when available. Where no applicable procedures exist, data shall be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124 -1991. Storage water heaters used in combination space heat and water heat applications shall have either an Energy FActor (EF) or a CAE of not less than the following: 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy; special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or altemate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply air caoacities exceedina 10.000 cfm shall have optimum start controls. Optimum 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and retum air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 °F dry- bulb /40 °F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations; except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 °F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying with Section 14.12.4.1. EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 1411.4 Packaged Electric Heating and Coo ing Equipment: Packaged electric equipment providing both heating and cooling with a total cooling capacity greater than 20, Btu /h shall be a heat pump. Exception: Unstaffed equipment shaelters or cabinets used solely for personal wireless service facilities. 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. Exceptions: 1. Special occupancy; special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non -use or altemate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. It must retain programming and time for a power loss of 10 hours and include an accessible manual override of up to 2 hours. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 kW (6,826 Btu /h) or less may be controlled by readily accessible manual off -hour controls. 3. Systems controlled by an occupant sensor that is capable of shutting the system off when no occupant is sensed for a period of up to 30 minutes. 4. Systems controlled solely by a manually operated timer capable of operating the system for no more than two hours. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open (fails to open upon loss of power) dampers. These dampers shall remain closed until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air intakes. 3. Gravity (nonmotorized) dampers are acceptable in buildings less than 3 stories in height. 4. Gravity (nonmotorized) dampers are acceptable in exhaust and relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply air caoacities exceedina 10.000 cfm shall have optimum start controls. Optimum 1412.8 Ventilation Controls for High- Occupancy Areas: Demand control ventilation (DCV) is required for spaces that are larger than 500 ft2, have a design occupancy for ventilation of greater than 40 people for 1000 ft2 of floor area, and are served by systems with one or more of the following: a. An air -side economizer, b. Automatic modulating control of the outdoor air damper, or c. A design outdoor airflow greater than 3000 cfm. Exceptions: 1.Systems with energy recovery complying with Section 1436. 2. Multiple -zone systems without direct - digital control of individual zones communicating with a central control panel. 3. Systems with a design outdoor airflow less than 1200 cfm. 4. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and retum air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45 °F dry- bulb /40 °F wet -bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations; except for the outside temperatures. Exception: Water economizers using air - cooled heat rejection equipment may use a 35 °F dry-bulb outside air temperature for this calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions for which economizer is sized to provide full cooling. 2. Design cooling load to be provided by economizer at this outside air condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 65,000 Btu /h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water - cooled water chillers with waterside economizer. 1413.4 Humidification: If an air economizer is required on a cooling system for which humidification equipment is to be provided to maintain minimum indoor humidity levels, then the humidifier shall be of the adiabatic type (direct evaporative media or fog atomization type). Exceptions: 1. Health care facilities where WAC 246- 320 -525 allows only steam injection humidifiers in ductwork downstream of final filters. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu /h shall have modulating or staged combustion control. 2. Systems with water economizer 3. 100% outside air systems with no provisions for air recirculation to the central supply fan. 4. Nonadiabatic humidifiers cumulatively serving no more than 10% of a building's air economizer capacity as measured in cfm. This refers to the system cfm serving rooms with stand alone or duct mounted humidifiers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS -18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R -11 and any exterior envelope surfaces per Chapter 13. Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to a minimum of R -7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 1. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut -off damper complying with Section 14.12.4.1. three or more stones in heieb6 Washington State Nonresidential Eher§f'EVIb' (.'®I paftigtAFRY equipment, or 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply 2. are isolated from the exterior with an automatic shut -off damper complying air capacities exceeding 10,000 cfm shall have optimum start controls. Optimum with Section 1412.4.1. start controls shall be designed to automatically adjust the start time of an HVAC Once outside air ducts meet the above listed requirements, any runs within system each day to bring the space to desired occupied temperature levels conditioned space shall comply with Table 14 -5 requirements. immediately before scheduled occupancy. The control algorithm shall, as a Other ducts and plenums shall be thermally insulated per Table 14 -5. minimum, be a function of the difference between space temperature and occupied Exceptions: setpoint and the amount of time prior to scheduled occupancy. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include 1. Within the HVAC equipment. microprocessor controls that minimize supplemental heat usage during start-up, set- 2. Exhaust air ducts not subject to condensation. up, and defrost conditions. These controls shall anticipate need for heat and use 3. Exposed ductwork within a zone that serves that zone. compression heating as the first stage of heat. Controls shall indicate when 1415 Piping Systems supplemental heating is being used through visual means (e.g., LED indicators). 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14 -6. 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment Exception: Piping installed within unitary HVAC equipment. with a capacity over 225,000 Btu /h shall have modulating or staged combustion Water pipes outside the conditioned space shall be insulated in accordance with control. 000 Washington State Plumbing Code (WAC 51 -26) EXCEPTIONS: 1. Boilers. 2. Radiant heaters. 1416 Completion Requirements (Refer to NREC Section 1416 and the Building 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have Commissioning Guidelines, published by the Building Commissioning Association, a means for balancing, including but not limited to, dampers, temperature and for complete text and guidelines for building completion and commissioning pressure test connections and balancing valves. requirements.) 3ERAIff C D Copy el PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -283 DATE: 10/25/10 PROJECT NAME: SEE'S CANDIES SITE ADDRESS: 17100 SOUTHCENTER PY, STE 108 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTM NTS: ui ding vision 1ot i &Arm- s Fire Prevention A/ I ^1D Pl Aanning Division N' it' ,_ `tP Structural nPermit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 10/26/10 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/23/10 Approved ❑ Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople Pifer 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 BOGART CONSTRUCTION INC UBI No. 602694207 Phone 9494531400 Status Active Address 12 Mauchly Bldg F License No. BOGARC1934C0 Suite /Apt. License Type Construction Contractor City Irvine Effective Date 2/21/2007 State CA Expiration Date 2/21/2011 Zip 92618 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date BOGART CONSTRUCTION, INC. 02/20/2007 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 GREAT AMERICAN INS CO FS8017341 01/26/2007 Until Cancelled $12,000.00 02/21/2007 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 4 VALLEY FORGE INS CO 4013738877 03/01/2010 03/01/2011 $1,000,000.00 03/04/2010 3 VALLEY FORGE INS CO 4013738877 03/01/2009 03/01/2010 $1,000,000.00 02/27/2009 2 AXIS SURPLUS INS CO EAP73124108 03/01/2007 03/01/2009 $1,000,000.00 03/04/2008 1 LANDMARK AMERICAN INS CO LHA129399 03/01/2006 03/01/2007 51,000,000.00 02/21/2007 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 11/29/2010 SOUTHCENTER SQUARE TUKWILA, WA oir2-10 SYMBOLS KEYNOTE REFERENCE; 12 KEYNOTE NUMBER FINISH SCHEDULE REFERENCE; COLOR vendor P1 CLIENT REVIEW HEIGHT REFERENCE: CEILING REFERENCE POINT ELEVATION 10' -0" A.F.F. 0 DOOR REFERENCE; O DOOR NUMBER DETAIL REFERENCE: 10/13/10 DRAWING NUMBER SHEET NUMBER NU REVISION INDICATOR: 0 REVISION NUMBER SECTION REFERENCE: galk DRAWING NUMBER SHEET NUMBER WALL TYPE REFERENCE: ii WALL TYPE ELEVATION REFERENCE; DRAWING NUMBER SHEET NUMBER 0 WALL STATUS INDICATOR; EXISTING WALLS NEW CONSTRUCTION 'T7T ==== LINE TYPES: CENTER LINE HIDDEN LINE LEASE LINE STRUCTURE C.L. - - - - - - - - - - - - - - GENERAL SPRINKLER NOTES 1. Tenant's contractor shall contract with Landlord sprinkler contractor for the modification of the existing system as required. 2. Fire protection contractor is liable for compliance with all national, state, and local fire protection requirements. 3. Prior to proceeding with fire sprinkler work and within 7 days of project start, contractor shall submit to the Tenant & Landlord all required copies of plans sealed by a licensed fire protection engineer. 4. Tenant's sprinkler system shall be tested in accordance with NFPA 13. 5. Upon completion of sprinkler system modifications and tests, contractor shall submit a written certificate to the Landlord for the underwriter stating that the system has been hydrostatically tested, inspected and approved. 6. All sprinkler heads are to be fully recessed with white cover plates. ENERGY CODE COMPLIANCE GOVERNING CODE: CHAPTER 13 OF THE WASHINGTON STATE ENERGY CODE 2009 EDITION THE EXISTING BUILDING WAS DESIGNED TO COMPLY WITH THE WASHINGTON ENERGY CODE WHEN BUILT. THIS ALTERATION TO AN EXISTING BUILDING ENVELOPE SHALL CONSIST OF THE MODIFICATION OF STOREFRONT GLAZING PANELS AND ADDITION OF GLAZED ENTRY DOORS. ALL NEW EXTERIOR ENVELOPE COMPONENTS SHALL COMPLY WITH THE WASHINGTON ENERGY CODE AS LISTED BELOW: 1. GLAZING: TAB. 13 -1 (CLIMATE ZONE 1 PRESCRIPTIVE) A. ALL GLAZED DOORS ARE EXISTING RELOCATED OR NEW TO MATCH EXISTING. THERE WILL BE NO INCREASE IN GLAZED AREA. NEW GLAZING SHALL CONSIST OF MINIMUM DOUBLE- GLAZED WITH 3/8" AIR SPACE AND LOW EMISSIVITY COATING, THERMALLY BROKEN FRAME W/ U FACTOR OF 0.55 MAXIMUM, SHADING COEFFICIENT 0.45 MAXIMUM. PROJECT DIRECTORY PLANNING APPROVED • No changes can be► made to these plans without approval from the Planning Division of DCD Approved By Date :, i I ,Vi) 0 INDEX OF DRAWINGS ARCHITECTURAL T1 TITLE SHEET, SYMBOLS KEY, GENERAL CONDITIONS INDEX OF DRAWINGS CS CODE COMPLIANCE SHEET CS1 CODE COMPLIANCE SHEET D1 DEMOLITION PLAN Al FLOOR PLAN, WALL TYPE SCHEDULE & DOOR SCHEDULE REFLECTED CEILING PLAN & NOTES A2 FIXTURE PLAN & FLOOR FINISH PLAN A3 STOREFRONT ELEVATION & DETAILS A4 INTERIOR ELEVATIONS A5 DETAILS A6 DETAILS CODE SUMMARY SPECIFICATIONS SP -1 SPECIFICATIONS SP -2 SPECIFICATIONS SP -3 SPECIFICATIONS MECHANICAL M1 HVAC PLAN M2 FLOOR PLAN, PLUMBING WORK M3 SPECIFICATIONS, PLUMBING WORK ELECTRICAL El LIGHTING PLAN E2 POWER PLAN E3 LOW VOLTAGE PLAN ()ODECOMPLI FOR APPROVED NUV 0 8 2010 City o kINllB BUILDING 111181011 NOTE: SEE ALSO CODE SHEET, CS. BUILDING: 2009 IBC WITH WASHINGTON STATE AMENDMENTS PLUMBING: 2009 UPC WITH WASHINGTON STATE AMENDMENTS MECHANICAL: 2009 IMC WITH WASHINGTON STATE AMENDMENTS ELECTRICAL: 2009 IEC WITH WASHINGTON STATE AMENDMENTS FIRE: 2009 IFC WITH WASHINGTON STATE AMENDMENTS ENERGY: 2009 WASHINGTON STATE ENERGY CODES - DESCRIPTION OF USE: RETAIL STORE - OCCUPANCY GROUP: M - TYPE OF CONSTRUCTION: VB -FIRE SPRINKLERS: YES - FLOOR AREA (SQ. FT.) 1,150 - NUMBER OF STORIES: 1 - OCCUPANT LOAD: 24 - NUMBER OF EXITS: 2 - SEISMIC DESIGN CATEGORY: D - OCCUPANCY CATEGORY: III DEFERRED SUBMITTALS FILE COPY Plan review 1ppgnd N subject berrors andomleslais. Approval of construction documents does not authorize the violation of any adopted code or ordnance. Receipt M epprorrd Reld Copy and opMNtlds is adanawledged: BY Jy a City Of'n la BUILDING SON -ALL SIGNAGE SHALL BE SUBMITTED SEPARATELY FOR CITY APPROVAL. -FIRE SPRINKLER AND PROTECTION PLANS ARCHITECT: MBA ARCHITECTS, INC. COLIN H. KLOS, AIA 3823 CREEKSIDE LANE HOLMEN, WI 54650 PH: 608/785 -2760 FAX: 608/785 -2750 MALL KEY PLAN STORE DESIGNERS: MBA ARCHITECTS, INC. 3823 CREEKSIDE LANE HOLMEN, WI 54650 PH: 608/785 -2760 FAX: 608/785- 2750. ENGINEERS: DUNHAM ASSOCIATES 50 S. SIXTH STREET SUITE 1100 MINNEAPOLIS, MN 55402-1540 PH: 612- 465 -7550 STORE LOCATION: SEE'S CANDIES SUITE 108 SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 LANDLORD COORDINATOR WIG PROPERTIES LLC 4811- 134th PL. SE. BELLEVUE, WA 98006 CONTACT: CLAUDINE SIEDLER PHONE: 425 - 641 -2044 SEE'S CANDIES CLIENT CONTACT: TIM KIRCHER 400 ALLAN STREET DALY CITY, CA. 94014 PH: 415- 405 -7965 FAX: 415 - 586 -8557 SEPARATE PERMIT REQUIRED FOR: Mechanical 0 Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION SEE'S CANDIES SUITE 108 SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 440 NORTH REVISIONS No changes shall be made to the scope Of work without prior approval of Tukwila Building Division. WM: fl9visicns will require a new plan submittal end clay include additional plan review fees. wt4 eatfl£YARD wra eaULEY/1RU 2 rru ;7F ,1i if i l Napeossj`, • SITE PN w.a4 ++ LA SUITE Ntas GENERAL CONDITIONS 1. The "General Contractor" (G.C.) and "Fixture Contractor" (F.C.) shall adhere to all design and construction criteria included in these construction documents unless specifically modified by any Addendum or Modifications issued prior to execution of a Contract for Construction. In addition, the G.C. and F.C. shall read, understand and observe the Landlord's Construction Procedures and General Rules. 2. The G.C. and F.C. are responsible for all work indicated or inferred on these construction documents unless specifically noted 'by others" and /or not in the contract. Also, in addition to their subcontractors, the G.C. and F.C. are responsible for coordinating and scheduling the work noted by others and /or work not in the contract. 3. For the purpose of bidding, proprietary names identifying items of work are used solely to describe the standard of the project or the color of the finish, unless the items of work are explicitly noted as not having an equal. A schedule of items to be submitted for approval should be attached to the bid breakdown sheet with a final cut sheet proposal to be submitted to the Architect for final approval, after the project award. 4. The G.C. shall verify dimensions of the existing space and of any existing construction to remain by actual measurement before any work is performed. The G.C. shall be responsible for correcting any and all discrepancies found after the work is performed, at no additional expense to the Tenant or Architect. All dimensions are to the face of finished wall unless otherwise noted. All elevations are noted from finish floor elevations unless noted otherwise. 5. The G.C. should verify all finished dimensions based on the F.C.'s shop drawings. Field conditions altering any dimensions . should be immediately brought to the attention of the Architect and F.C. 6. The G.C. and F.C. must immediately notify the Architect of any errors, omissions, or discrepancies in the construction documents and shall not proceed or allow sub - contractors to proceed with work in these areas until said discrepancies are resolved. Failure to give notice will cause the tenant's contractor to be held responsible for the results of such errors, omissions, or discrepancies and the cost of rectifying the same. 7. When changes are required, due to any reason, notify the Architect immediately and prior to performing any of the work in this area. Changes that alter the contract amount must have the written authorization of the Tenant and the Architect prior to the commencement of such work. 8. The G.C. and F.C. are to submit to the Tenant a master construction schedule within one (1) week after the project is awarded. The G.C. shall also submit to the Landlord and the Architect a list of subcontractors for the project, including name, address, phone number, and contact person within (1) week of contract award. LL and Architect shall be notified of all changes. 9. The G.C. and F.C. shall provide the following shop drawings, specifications, cut sheets and /or samples to the Architect and Tenant for approval, no later than two weeks from project award: a. Fixtures: Complete shop drawings and finish wood samples from F.C. b. Hardware: Submittals for all items from F.C. & G.C. as necessary. c. Light Fixtures: Catalog cuts for all G.C. & Lighting Fixture Supplier supplied light fixtures. d. Paint Samples: Manufacturer's paint swatches from G.C. e. Storefront signage: Complete sign shop drawings and material samples from G.C. f. Wood Samples: Wood samples to match those specified to G.C. and F.C. by the Architect. 10. All work shall be done in accordance with applicable codes and to the highest standards of trade practice. 11. The G.C. and F.C. shall remedy without cost to the Tenant, any defects due to faulty workmanship. 12. The G.C. shall coordinate work of various trades in installation of interrelated work. Before installation or work by any trade begins, make proper provisions to avoid interferences. Changes required in work caused by neglect to do so shall be made at no cost to the Tenant. This shall include work performed by any Tenant Subcontractor as well as those under contract to the G.C. 13. The G.C. is responsible for obtaining and paying for all permits and certificates unless otherwise indicated by Tenant, as well as the Certificate of Occupancy, and shall fumish copies thereof to Tenant. 14. The G.C. is responsible for all temporary power as necessary. 15. The G.C. is responsible for telephone equipment wiring and receptacles. The G.C. shall furnish a site telephone operating throughout the entire construction period. (Cellular or portable phones are not permitted.) 16. The G.C., F.C. and all subcontractors shall remove trash and debris daily from the tenant premises. The G.C. will arrange for debris removal by a local sanitary company and will be responsible for payment of fees for such unless otherwise noted. The G.C. will coordinate location of the dumpster with the Landlord. Fees incurred due to storage of trash in other than designated areas will be the responsibility of the G.C. 17. The G.C. shall clean the site of all unnecessary debris prior to starting construction, and shall keep the site neat and clean at all times. The G.C. shall clean all doors, window glass, interior and exterior walls, ceilings and floors, as well as all installed items (fixtures) before vacating the premises and Tenant occupancy. The G.C. shall provide "White Glove" Professional cleaning. If upon tenant request G.C. does not attend to cleaning with reasonable promptness or to an acceptable standard, cleaning will be done by others and charged to G.C. 18. For the duration of the construction period the G.C. shall keep the work area secured when unattended and shall supply a key to Tenant's representative. \ 19. The G.C. will provide an on -site superintendent for the duration of the construction project. 20. The G.C. shall patch and repair existing surfaces as necessary before applying new finishes. All soft, porous, flaking or otherwise defective finishes will be removed before application of new materials. Openings, voids, or unfinished surfaces created by removal or modification of existing work shall be filled or patched and finished as necessary to match existing continuous surfaces or new finishes required. 21. The G.C. shall cut, drill, alter, reroute, remove or temporarily remove and replace existing work as required for performance of work described in the construction documents. 22. The G.C. shall leave no gaps and fill solid to piping and ducts to maintain the structural integrity of the demising walls. 23. All plywood framing other than furniture, fixtures and trim shall be pressure treated and fire retardant The G.C. shall provide lumber certificates to the Architect and the Building Official as required. 24. The G.C. shall provide and install adequate blocking and backing for all wall -hung and wall - supported items, and shall coordinate installation of blocking or backing with F.C. where applicable. 25. The G.C. shall coordinate installation and placement of light fixtures and millwork with the F.C. 26. All exit doors shall be readily opened from the side from which egress is to be made without use of a key or special knowledge. All exit doors shall have all hardware necessary to satisfy the requirements of the local building code. 27. The G.C. shall provide caulk joints where gypsum wall board meets the floor or roof deck. 28. All paint shall be as specified and furnished and installed by G.C. except where otherwise specified to be by fixture contractor or Tenant. 29. The G.C. will set all ceilings and soffits using a laser level to achieve. a ceiling that is °plumb, level, and square to all walls and .soffits. 30. All interior finish and trim materials shall meet applicable codes for flame spread ratings. 31.-All ceiling finishes shall meet applicable codes for flame spread ratings. 32. All work, materials and equipment shall be guaranteed for a period of one year (minimum) from date of final acceptance. The G.C. shall provide the Tenant with all equipment manuals, warranties and operating instructions upon final acceptance. 33. The G.C. shall be responsible for coordinating with Landlord on all work to be performed by the Landlord. Any potential conflicts or delays caused by the Landlord's subcontractors must be documented in writing to the Architect and the Tenant before the delay is actually incurred for it to be considered. Otherwise the G.C. and F.C. will be responsible for meeting the schedule as outlined in the contract. 34. The G.C. shall supply all materials, labor and coordination required for the installation of all Tenant supplied items as described in the specifications. G.C. to check in and verify all shipments of owner supplied materials. This includes opening of all boxes of shipment and verifying the contents against packing lists. Tenant will be notified of all back orders and shortages within 40 hours of receiving shipment or G.C. will bear the costs of any additional freight charges to meet the construction schedule. 35. No roof penetrations will be allowed without Landlord authorization. Verify details and requirements with the Landlord. 36. Landlord's structure shall not be used for reinforcement of Tenant work without Landlord authorization. 37. The G.C. shall verify quantities of flooring, and tile materials required for the project. This information shall be transmitted to the Architect immediately after award of the contract for construction. 38. The G.C. and F.C. are required to carry and maintain the necessary liability insurance - amounts as required by Landlord - as well as workmen's compensation or similar insurance in form and amounts required by law. Upon award of project, Contractors shall forward copies of all such insurance binders to Landlord and Tenant. 39. The G.C. shall be responsible for the safety and security of the site and all persons on the site. All equipment to be used on the site is to meet general safety standards and have guards and safety stops. Tenant and Architect will not be responsible for contractor's failure to employ proper safety procedures. 40. The G.C. shall be responsible for maintaining a current set of construction documents on site during construction. The G.C. shall; indicate on these plans all approved changes to the work described on these drawings. This set shall be turned over to the tenant at project completion. 41. The G.C. shall keep all handbooks, paperwork, and keys in a marked envelope; all keys are to be tagged with proper locations. This envelope is to be tumed over to the store operations manager with the certificate of occupancy, lien waivers, warranties, guarantees and equipment operation manuals. 42. The G.C. and subcontractors will be fully responsible for any work done at the request of the Landlord or a Landlord representative outside of the premises without written approval by the Owner. 43. These drawings are not to be altered in any way without written authorization from the Architect. 44. These drawings are not to be scaled. 45. Before submitting bid proposals for the work in these drawings and specifications, each bidder shall examine the site and familiarize themselves with all existing conditions. No compensation will be allowed because of a misunderstanding as to the amount of work involved or lack of knowledge of existing conditions. 46. Deferred submittals will be required for the storefront awning and signage. These deferred submittals shall first be submitted to the project architect and /or engineer for review and coordination. Submittal to the city shall follow. A letter of approval from the architect / engineer must also be provided. LANDLORD'S GENERAL CONDITIONS 1. Tenant's contractor to meet with landlord's on site representative prior to commencement of any work. 2. Tenant is required to hire Landlord approved subcontractors for any fire sprinkler, mechanical, exterior glazing, or roofing work. D GIN OF TUKIM OCT RECEIVE 2 5 201 PERMIT CENTER LA 0 I hereby certify that this pion, specification, or prepared by me or under my direct supervision am a duly Registered Architect under the laws State of WASHINGTON. Number 7371 report was and that I of the Date This drawing is and will remain the property of the architects and any reproduction or use for any but the specifically agreed upon purposes, without the prior written consent of the architects, is strictly prohibited. Information contained in these drawings was prepared for the specific site listed below. Use of these drawings for any other location or project 1e strictly prohibited without prior written consent of the architects. MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608- 785 -2760 FAX: 608- 785 -2750 E -mail: office©mba- architects.com DEVELOPER'S SPACE NO. SUITE #108 CLIENT'S STORE NUMBER WA-1 1 SEE'S CANDIES - SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 90 C FE S SEE'S CANDIES 400 ALLAN STREET DALY CITY, CA., 94014 PH: 415/ 405 -7965 FAX: 415/ 586 -8557 D TIM KIRCHER CLIENT CONTACT (415) 405 -7965 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785 -2760 date (client landlord E 4. contractor vendor comments CLIENT REVIEW 10/07/10 0 BID PERMIT 10/13/10 0 0 0 0 0 r drawn by: KJO checked by: TRB THIS SHEET CONTAINS; TITLE SHEET T1 ARCHITECT'S COMMISSION NUMBER 10- 725.069 CODE DATA 1. GENERAL SITE INFORMATION THIS PROJECT CONSISTS OF A NEW TENANT BUILD OUT ON THE GROUND LEVEL OF AN EXISTING STRIP MALL. THERE WILL BE NO MODIFICATIONS TO THE EXISTING STRUCTURE. THE EXISTING ACCESSIBLE ROUTES TO ACCESSIBLE PARKING SHALL COMPLY WITH CODES, AND BE MAINTAINED OR UPDATED BY THE LANDLORD PRIOR TO OBTAINING OCCUPANCY PERMIT. II. GOVERNING CODES: APPLICABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE PROCURED AND PAID FOR BY THE CON - TRACTOR INVOLVED. APPLICABLE CODES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: BUILDING: 2009 IBC W/ WA STATE AMENDMENTS FIRE: 2009 IFC W/ WA STATE AMENDMENTS PLUMBING: 2009 UPC W/ WA STATE AMENDMENTS ENERGY: 2009 WA STATE ENERGY CODES MECHANICAL: 2009 IMC W/ WA STATE AMENDMENTS ELECTRICAL: 2009 IEC W/ WA STATE AMENDMENTS III. BUILDING CLASSIFICATIONS: A. OCCUPANCY GROUP; SEC. 309 — GROUP M — RETAIL B. CONSTRUCTION TYPE; TABLE 601 — TYPE = QB / SPRINKLED C. SITE LOCATION SEE'S CANDIES SUITE 108 SOUTHCENTER SQUARE 17100 SOUTHCENTER PARKWAY TUKWILA, WA 98188 D. FLOOR AREA OF SPACE; — SALES AREAS: 650 SQ. FT. — NON SALES AREA: 500 SQ. FT. —TOTAL LEASED AREA: 1,150 SQ. FT. E. OCCUPANT LOAD: TAB. 1004.1.1 — SALES AREAS: 650 SQ. FT. (30 SQ. FT./ PERSON) = 22 PERSONS — NON SALES ROOM: 500 SQ. FT. /(300 SQ. FT./ PERSON) = 2 PERSONS — TOTAL OCCUPANT LOAD: 24 PERSONS IV. EXITING REQUIREMENTS: A. EXIT QUANTITIES AND LOCATIONS Tab. 1015.1: Only one means of egress through the space is required for a mercantile occupancy with less than 50 occupants. Common path of travel shall not exceed 75' B. REQUIRED EXIT WIDTH AND LENGTH; — SEC. 1005.1 OCCUPANT LOAD 24 X .2 = 5" (1) 6' -0" DOOR = 72" PROVIDED (1) (-0" DOOR = 48" PROVIDED TOTAL WIDTH PROVIDED = 120" PROVIDED — SEC.1008.1.1: EXIT DOOR WIDTH OF 32" CLEAR MIN., HEIGHT OF 80" MIN. V. EXIT DOOR REQUIREMENTS: A. Sec. 1008.1.9.3— Egress doors shall be readily operable from the egress side without the use of a key or special knowledge or effort. The main exterior door or doors in Group M may be equipped with a key operated locking device from the egress side if the device is readily distinguishable as locked and there is a sign stating "This door to remain unlocked when building is occupied ". VI. AISLE REQUIREMENTS: A. Sec. 1017.2— Minimum clear aisle widths for public areas in Groups M occupancies shall not be Tess than 36 inches. VII. FLAME SPREAD RATINGS AND FIRE RESISTANCE REQUIREMENTS: A. TAB. 803.9— MINIMUM INTERIOR FINISH REQUIREMENTS ARE CLASS "B" FOR EXITS, CLASS "C" FOR ROOMS IIX. ACCESSIBILITY A, Tab. 1109.11.2: Accessible check —out aisles shall be provided at the rate of 1 for up to 4 check —out aisles. B. SEC. 1110.1: AT EVERY PRIMARY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL, THERE SHALL BE A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE BUILDING ENTRANCES AND FACILITIES. IX MINIMUM PLUMBING FACILITIES A. Tab. 2902.2 (IBC) SEPARATE FACILITIES SHALL NOT BE REQUIRED IN MERCANTILE OCCUPANCIES IN WHICH THE MAXIMUM OCCUPANT LOAD IS 50 OR LESS. X. GENERAL REQUIREMENTS: ALL PLUMBING, ELECTRICAL AND GAS LINES SHALL BE CONCEALED WITHIN THE BUILDING STRUCTURE TO AS GREAT AN EXTENT AS POSSIBLE. FIRE EXTINGUISHER SIZES AND LOCATIONS SHALL BE APPROVED BY THE LOCAL FIRE PROTECTION AUTHORITY PRIOR TO INSTALLATION. REFER TO SPEC. SHEET SP3, SECTION 18C. XI. GENERAL NOTICE: A. ALL WORK IS TO BE PERFORMED TO INDUSTRY STANDARDS BY QUALIFIED, COMPETENT TRADESPERSONS. IT IS ASSUMED THAT WORKERS WILL BE FAMILIAR WITH LOCAL, STATE, AND NATIONAL CODES AND REGULATIONS AND SHALL ADHERE TO SUCH CODES AND REGULATIONS. DOOR NOTES 1. ALL DOOR HANDLES SHALL BE LEVER TYPE, PUSH /PULL OR EQUIVALENT. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR EXTERIOR AND INTERIOR DOORS. 2. EXIT DOORS, AND TOILET ROOM DOOR TO BE OPERABLE FROM THE INSIDE WITHOUT SPECIAL KNOWLEDGE, FORCE OR NEED OF A KEY. 3. PROVIDE DOOR STOPS FOR ALL INTERIOR DOORS, VERIFY WITH TENANT. 4. ALL TOILET ROOM DOORS TO BE PROVIDED WITH SELF CLOSERS. 5. ALL RATED DOORS TO BE PROVIDED WITH SELF CLOSERS. 6. ALL EXTERIOR DOORS TO BE SELF CLOSING WITH SECURITY HINGES AND HARDWARE. 7. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES WILL BE 5 SECONDS MINIMUM. 8. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE REQUIRED FORCE FOR APPROPRIATE ADMINISTRATIVE AUTHORITY. THE REQUIRED FORCE FOR PUSHING OPEN OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: — INTERIOR HINGED DOOR: 5.0 LB (22.2 N) MAXIMUM. — SLIDING /FOLDING DOOR: 5.0 LB (22.2 N) MAXIMUM. — EXTERIOR HINGED DOOR: 5.0 LB (22.2 N) MAXIMUM. 9. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITION. 10. THE BOTTOM 12 IN. OF ALL DOORS EXCEPT AUTOMATIC DOORS, POWER ASSISTED DOORS, AND SLIDING DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 11. SALES AREA EXIT DOORS TO HAVE SIGNAGE ABOVE DOOR IN 1" HIGH LETTERS ON CONTRASTING BACKGROUND STATING: "THESE DOORS TO REMAIN UNLOCKED DURING BUSINESS HOURS OR WHEN OCCUPIED BY MORE THAN 10 PERSONS ". NOTE: X= 12" IF DOOR HAS BOTH A CLOSER & LATCH NOTE: Y= 48" MIN. IF DOOR HAS A CLOSER z }a 54" MIN. ir NOTE: X =18" AT INT. DOORS X =24" AT EXT. DOORS NOTE: Y =48" MIN. IF DOOR HAS CLOSER MANEUVERING CLEARANCE AT DOORS SCALE: 1/4"= 1' -0" 0 1, 4 6' 1 —HR FIRE RATED WALL TO MEET UL -U465 NOTE: DOOR HARDWARE SHALL BE EASY TO GRASP AND SHALL NOT REQUIRE GRASPING, TIGHT PINCHING, OR TWISTING OF WRIST. ALL DOORS SHALL HAVE LEVER HARDWARE, PANIC RELEASES, OR PUSH —PULL PLATES CENTERED BETWEEN 30 -44" A.F.F. SEE HARDWARE SCHEDULE, SHEET Al. G.C. TO FIELD VERIFY GRAB BARS TO BE TO 1 1/4" TO 1 1/2" DIAMETER MOUNTED 1 1/2" CLEAR FROM WALL. BARS AND MOUNTING SYSTEM MUST BE CAPABLE OF SUPPORTING A 250 LB FORCE. G.C. TO FIELD VERIFY TOILET ROOM EQUIPMENT REQUIRED AT SUITABLE LOCATIONS AND IN CONFORMANCE WITH MOUNTING HEIGHTS SHOWN IN TABLE. /2 \ \ \ \ I \ \,I22 \ \\ Z td- m 0 0 i- x M IY w 0 0 1- w —1 0 ¢ 0 N oaf l \ 30" X 4$" CLEAR SPACE AT LAV�jTORY I I / I I SEE DOOR SCHEDULES ON SHEET Al ..................... . -66, 42" MIN. NEW TOILET. ROOM PLAN SCALE: 1/2"= 1' -0" 0,- 6„ 1 2 3' ILLUMINATED EXIT SIGNAGE (PR) 3' -0" x 7' -0" DOOR W/ CLOSER, PUSH / PULL HANDLES, SINGLE THROW LOCK W/ DOUBLE KEY DEADBOLT LOCATION OF ISA SIGNAGE (REFER TO DETAIL ON SHEET A3) TACTILE EXIT SIGNAGE (REFER TO DETAIL ON SHEET A3) ACCESSIBLE COUNTER HEIGHT 34" A.F.F. SALES AREA ACCESSIBLE COUNTER HEIGHT 34" A.F.F. u 1') 7 AP) o 4' -0" x 7' -0" DOOR A I I I %A I VA /A i IA • IA VA I ri IA WA rAg—AA ILLUMINATED EXIT SIGNAGE SHELF ABOVE AT 7' -6" A.F.F. WORK ROOM O RESTROOM I CODE COMPLIANCE PLAN /4" = 1' -0" THE TOILET ROOM SHALL BE IDENTIFIED WITH TWO SIGN TYPES: ONE ON THE DOOR — 12" DIA, CIRCLE, 1/4" THICK W/ 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE. (UNISEX) A SYMBOL OF ACCESSIBILITY AND A TACTILE SIGN WHICH IS IN COMPLIANCE WITH IBC AND WHICH HAS A MIN. LETTER HEIGHT OF 5/8" AND A MAX. HEIGHT OF 2 ". THE SYMBOL OF ACCESSIBILITY SHALL BE PLACED NOT LESS THAN 60" TO CENTER LINE OF SIGN, NOR MORE THAN 96" ABOVE THE FLOOR. TACTILE SIGNS SHALL BE MOUNTED 60" TO THE CENTERLINE, ABOVE THE FLOOR ADJACENT TO THE LATCH SIDE OF THE DOOR. (0 w Q 0 co / / / 7' -0" IA0 UNISEX 1 6" NORTH —ALL FLOOR TRANSITIONS TO BE FLUSH, 1/2" MAXIMUM HIGH THRESHOLD AT ALL DOORS. pic co TOILET ROOM SIGNAGE NOT TO SCALE 6' -0" 5' -0" NOTE: FLUSH VALVE AT WIDE SIDE OF THE FIXTURE x a 42" LT I 0) N \ \ co a _ rn 118"/ MIN. 1 RESTROOM ELEVATION SCALE: 1 /4 "= 1' -0" 0 1' 2 4 NOTE: INSULATE ALL PIPES AN3 ENSURE NO SHARP EDGES ., 33 " -36" AT REAR 4P-0" 33" 36" AT SIDES MIN. REQUIRED 2' -0" C \ a c0 1'_0„ a FLOOR 1 —HR FIRE RATED WALL TO MEET UL -U465 REVIEWED FOR CODE COMPLIANCE APPROVED Nov 082010 City of Tukwila BUILDING DIVISION 2' -9" MIN. HEIGHT 3' -0" MAX IF OBSTRUCTED BY TOILET TANK. 1 —HR FIRE RATED WALL TO MEET UL —U465 54" MIN. 3' -4" >c 36" MAX. \m RESTROOM ELEVATION SCALE: 1 /4 "= 1' -0" 0 fr 4 6' O Q O to ZFIRE EXTINGUISHER TYPE 2A -10BCI ifE W x fn 0 Q O fn 2 W x 8" MIN. 6 M X 0 z 0_ a fn TYP. ACSESSIBLE EQUIPMENT MOUNTING HEIGHTS SCALE: 1/4 "= 1' -0" 0 1' 2 4 6' ce 0 lr H x ce W x 0 0 x 2 0 W 0 O c0 0 w a 2 u) H RECEIVED CITY OF TU WILA - OCT 252010 PERMIT CENTER 7371 PIMISIEREID f. - LOS ASHiNGTON 401/2.116, I hereby certify that this plan, specification, or prepared by me or under my direct supervision am a duly Registered Architect under the laws State of WASHINGTON Number 7371 report was and that I of the Date This drawing is and will remain the property of the architects and any reproduction or use for any but the specifically agreed upon purposes, without the prior written consent of the architects, is strictly prohibited. Information contained in these drawings was prepared for the specific Bite listed below. Use of these drawings for any other location or project is strictly prohibited without prior written consent of the architects. MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. .54636 608- 785 -2760 FAX: 608 - 785 -2750 E —mail: office @mba— architects.com DEVELOPER'S SPACE NO. SUITE #108 CLIENT'S STORE NUMBER WA-1 1 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 HITE] ES SEE'S CANDIES 400 ALLAN STREET DALY CITY, CA., 94014 PH: 415/ 405 -7965 FAX: 415/ 586 -8557 TIM KIRCHER CLIENT CONTACT (415) 405 -7965 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785 -2760 date client 1 2 v c 2 permits contractor vendor comments CLIENT REVIEW 10/07/10 0 BID / PERMIT 10/13/10 0 0 0 0 0 drawn by: KJO checked by: TRB THIS SHEET CONTAINS: CODE COMPLIANCE SHEET cs ARCHITECT'S COMMISSION NUMBER 10- 725.069 SEE'S CANDIES SUITE ::108 SOUTHCENTER SQUARE: 171:100 SOUTHCENTER PARKWAY: 'TUKWILA, ;WA 98188 ri ,37511: >[. �v li�"rty f . 4 'if:, -0- 54,55,2ww5;4,.... tai ii' 1 f IQ 1. ::4r1 lilt faltt. 1 /4,0 •i v •i k;c • �, 'er• . u 13, I'm irffz, .row ,X4 " F*ss9se a • • SITE PLAN NOT TO SCALE NORTH ALL REQUIRED ACCESSIBLE ROUTES AND COMPONENTS BEYOND THE LEASED AREA SHALL COMPLY WITH ACCESSIBILITY CODES, AND BE MAINTAINED OR UPDATED BY THE LANDLORD. UL DESIGN U -465 (NON — BEARING 1 HR. WALL) 11111tintititirS1 1. Floor and Ceiling Runners —(not shown) — Channel shaped runners, 3 -5/8 in. wide (min), 1 -1/4 in. legs, formed from min No. 25 MSG (min No. 20 MSG when Item 4C is used). galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. 2. Steel Studs— Channel shaped, 3 -5/8 in. wide (min), 1 -1/4 in. legs, 3/8 in. folded back returns, formed from min No. 25 MSG (min No. 20 MSG when Item 4C is used) galv steel spaced 24 in. OC max. 3. Batts and Blankets * — (Optional) — Mineral wool or glass fiber batts partially or completely filling stud cavity. See Batts and Blankets (BZJZ) category for names of Classified companies. 4. Wallboard, Gypsum * -5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 , in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. When attached to item 6 (furring channels), wallboard is screw attached to furring channels with 1 in. long, Type S steel screws spaced 12 in. OC. American Gypsum Co. —Type AG —C. Canadian Gypsum Company —Types AR, C, IP —X2, SCX, SHX, WRC or WRX. Continental Gypsum Company —Types CG —C, CG5 -5, CG6 -6, CG9 -9, CGTC —C. G —P Gypsum Corp. -Types 5, 9, C, GPFS6. James Hardie Gypsum Inc. —Type BG —C. Lafarge Gypsum, A div. of Lafarge Corp. -Types LGFC6, LGFC —C. National Gypsum Co., Charlotte, NC -Types FSK —G, FSW —G. National Gypsum Co., Riyadh, Saudi Arabia —Type FR or WR. Pabco Gypsum Co. —Type PG —C. Republic Gypsum Co. -Type RG —C. Standard Gypsum Corp. —Type SG —C. Temple— Inland Forest Products Corp. —Type TG —C. United States Gypsum Co. —Tpe AR, C, IP —X2, SCX, SHX, WRC or WRX. Yeso Panamericano SA de CV —type AR, C, IP —X2, SCX, SHX, WRC or WRX. Westroc Inc. —Type Westroc Fireboard. 4A. Wallboard, Gypsum * —(As an alternate to Item 4) —Nom 3/4 in. thick, 4 ft wide, installed as described in Item 4 with screw length increased to 1 -1/4 in. Canadian Gypsum Company —Type AR. United States Gypsum Co. —Type AR. Yeso Panamericano SA de CV —Type AR. 4B. Wallboard, Gypsum * —(As an alternate to Items 4 and 4A) -5/8 in. thick installed as described in Item 4. Joint covering (Item 5) not required. Canadian Gypsum Company —Type WSX. United States Gysum Co. —Type WSX. Yeso Panamericano SA de CV —Type WSX. 4C. Wallboard, Gypsum * —(As an alternate to Item 4, 4A and 4B) -5/8 in. thick gypsum panels, installed as described in Item 4 with Type S -12 steel screws. The length and spacing of the screws as specified under Item 4. Canadian Gypsum Company —Type FRX. United States Gypsum Co. —Type FRX. 5. Joint Tape and Compound - Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3/32 in thick gypsum veneer baseboard. Joints reinforced. 6. Furring Channel (Optional —not Shown)— Resilient 25 MSG galv steel furring channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. long type S -12 panhead steel screws. Not for use with Type FRX gypsum panels. *Bearing the UL Classification Marking UL DESIGN WL1001 (PENETRATION AT WALL) System No. WL1001 (Formerly System No. 147) F Ratings -1, 2, 3 and 4 Hr (See Items 2 and 3) T Ratings -0, 1, 2, 3, and 4 Hr. (See Item 3) SECTION A -A 1. Wall Asembly —The 1, 2, 3 or 4 hr. fire —rated gypsum wallboard/ stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs -Wall framing may consist of either wood studs (max. 2 hr. fire rated assemblies) or steel channel studs. Wood studs to consist of nom. 2 by 4 lumber spaced 16 in. O.C. with nom. 2 by 4 in. lumber end plates and cross braces. Steel studs to be min. 3 -5/8 in. wide by 1 -3/8 in. deep channels spaced max. 24 in. O.C. B. Wallboard, Gypsum* -Nom 1/2 or 5/8 in. thick, 4 ft. wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 13 -1/2 in. 2. Pipe or Conduit —Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe, nom 6 in. diam (or smaller) steel conduit, nom 4 in. diem (or smaller) steel electrical metallic tubing or Type L or (or heavier) copper tubing or nom 1 in. diam (or smaller) flexible steel conduit. When copper pipe or flexible steel conduit is used, max F Rating of firestop system (Item 3) is 2 h. Steel pipes or conduits larger than nom 4 in. diam may only be used in walls constructed using steel channel studs. A max of one pipe or conduit is permitted in the firestop system. Pipe or conduit to be installed near center of stud cavity width and to be rigidly sup- ported on both sides of wall assembly. 3. Fill, Void or Cavity Material * — Caulk —Caulk fill material installed to completely fill annular space between pipe or conduit and gypsum wallboard and with a min 1/4 in. diam bead of caulk applied to perimeter of pipe or conduit at its egress from the wall. Caulk installed symmetrically on both sides of wall assembly. The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown in the following table. The hourly T Rating of the firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is installed, as tabulated below: Max Pipe Annular F T or Conduit Space Rating Rating Diem, In In Hr. Hr. 1 0 to 3/16 1 or 2 0 +, 1 or 2 1 1/4 to 1/2 3or4 3or4 4 0 to 1 /4 1 or 2 0 RECEIVED 6 1 /4 to 1 /2 3 or 4 0 CITY OF TUKWILA 12 3/16 to 3/8 1 or 2 +When copper pipe is used, T Rating is 0 h. OCT 2 Z01O Minnesota Mining & Mfg. Co. —Types CP -25 S /L, PERMIT CENTER CP -25 N /S, CP -25 WB, CP -25 WB+ *Bearing the UL Classification Marking 7371 ,ylWS a t;,a ArCH EC d I hereby certify that this plan, specification, or report was prepared by fie or under my direct supervision and that I am a duly Registered. Architect under the laws of the State of WASHINGTON Number 7371 Date This drawing is and will remain the property of the architects and any reproduction or use for any but the specifically agreed upon purposes, without the prior written consent of the architects, is strictly prohibited. Information contained in these drawings was prepared for the specific site listed below. Use of these drawings for any other location or project is strictly prohibited without prior written consent of the architects. MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608 - 785 -2760 FAX: 608 - 785 -2750 E —mail: office ©mba— architects.com DEVELOPER'S SPACE NO. SUITE #108 CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 C R111[1 ES SEE'S CANDIES 400 ALLAN STREET DALY CITY, CA., 94014 PH: 415/ 405 -7965 FAX: 415/ 586 -8557 TIM KIRCHER CLIENT CONTACT (415) 405 -7965 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785 -2760 date client landlord permits contractor vendor comments CLIENT REVIEW 10/07/10 0 BID PERMI T 10/13/10 0 0 0 0 0 drawn by: KJO .checked by: TRB THIS SHEET CONTAINS: CODE COMPLIANCE SHEET ARCHITECT'S COMMISSION NUMBER 10- 725.069 ADJACENT MERCANTILE TENANT 10 O SEE'S CANDIES SUITE 108 0 ,o STOREFRONT OPENS TO EXTERIOR NORTH ADJACENT MERCANTILE TENANT DEMOLITION PLAN 1/4" = 1' -0" NOTE: ALL DEMOLITION NOTES ARE INTENDED TO IMPLY THE BASIC PROJECT SCOPE, AND MAY NOT BE FULLY INCLUSIVE OF ALL WORK REQUIRED. THE G.C. IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING. SEE'S CANDIES AND THE ARCHITECT WILL NOT BE LIABLE FOR OMISSIONS OR VARIATIONS TO BID PLANS. i REVIEWED FOR CODE COMPLIANCE APPROVFD NOV 08 2010 City of Tukwila BUILDING DIVISION DEMOLITION KEYNOTES REMOVE ALL EXISTING FLOORING, ADHESIVES ETC. AS REQUIRED TO SUBFLOOR. EXISTING DOOR TO BE REMOVED. TRENCH FLOOR FOR NEW SANITARY LINES. SEE PLUMBING PLANS FOR EXACT REQUIREMENTS. FILL TRENCH AFTER WORK IS DONE TO MATCH EXISTING FLOOR. EXISTING WALL TO REMAIN. PATCH AS REQUIRED. PREPARE SURFACES FOR NEW FINISHES, ETC. REMOVE FIREPLACE AND SALVAGE TO SEE'S PROJECT MANAGER. EXISTING STOREFRONT AND GLAZING SYSTEM TO REMAIN. REMOVE EXISTING STOREFRONT AND GLAZING SYSTEM. REMOVE AND DISPOSE OF ANY EXISTING FIXTURES FROM TENANT SPACE. G.C. IS TO VERIFY CONDITIONS. REMOVE RECESSED WALK —OFF MATT, FLOAT CONCRETE FLOOR LEVEL WITH EXISTING. REMOVE WOOD WAINSCOT AND CHAIR RAIL THROUGHOUT LEASED AREA. REPAIR WALL SURFACES AS REQUIRED TO RECEIVE NEW FINISHES. 11 REMOVE EXISTING SOFFIT AND RECESSED LIGHTING. 12 REMOVE EXISTING CEILING AND UNUSED ASSOCIATED SUPPORT SYSTEMS THROUGHOUT LEASED AREA. VERIFY CONDITIONS IN FIELD. 13 REMOVE ALL EXISTING LIGHT FIXTURES FROM LEASED AREA. VERIFY CONDITIONS IN FIELD. O14 REMOVE AND DISPOSE OF ALL EXISTING HVAC DIFFUSERS AND DUCTWORK FROM LEASED AREA. VERIFY CONDITIONS IN FIELD. COORDINATE WITH MECHANICAL PLANS. 15 REMOVE EMERGENCY WALL LIGHTING AND EXIT LIGHTS. SALVAGE TO SEE'S PROJECT MANAGER. 16 REMOVE ENTRY DOOR, SALVAGE FOR REUSE. REFER TO FLOOR PLAN SHEET Al. RECEIVED GIN OF TUKWILA OCT 2 52010 PERMIT CENTER 7371 RECWITEMID ARCHITECT • TE WA' MGT, N 4 I hereby certify that this plan, specification. or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of WASHINGTON Number 7371 Date This drawing la and will remain the property of the architects and any reproduction or use for any but the specifically agreed upon purposes, without the prior written consent of the architects, is strictly prohibited. Information contained in these drawings was prepared for the specific site listed below. Use of these drawings for any other location or project is strictly prohibited without prior written consent of the architects. MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 5463.6 608 -785 -2760 FAX: 608 - 785 -2750 E —mail: office®mba— architects.com DEVELOPER'S SPACE NO. SUITE #108 CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 C HIT1 FEE SEE'S CANDIES 400 ALLAN STREET DALY CITY, CA., 94014 PH: 415/ 405 -7965 FAX: 415/ 586 -8557 TIM KIRCHER CLIENT CONTACT (415) 405 -7965 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785 -2760 date client 1 0 .0 c 2 permits contractor 'vendor comments CUENT REVIEW 10/07/10 0 PERMIT 10/13/10 0 0 0 0 0 drawn by: KJO checked by: TRB THIS SHEET CONTAINS; DEMOLITION PLANS D1 ARCHITECT'S COMMISSION NUMBER 10- 725.069 0 9' -0" A.F.F. GYP. BOARD SOFF 12' -0" ®ip 1' -0" 0 ' -0" 2' —O" 2' -0" 2' —O" 14' -0" A.F.F. (VIF) GYP. BOARD CLG 7 FIELD VERIFY HEIGHT TO MATCH EXISTING HORIZONTAL MULLION LOCATED APPROXIMATELY 14' -0" A.F.F. C3 1 0 -0 CD 5 1 0 N = ar ' 0 4- ••••••• ••••••• ••••1111■ ■11...11■ ••••••• •..... ■I ••••••• VtlIERIPIEWEI IMMUNE 1nrur11■• aiiiuis ■■ ■••u. •••..■ ■■■■11.11 IIIIIII ■.••••• •••••••1 ••••••• ■ 1 ...0 •••••1111 ......i •••••••I . 2' —O HOLD ••••••• ■■■ ■■■. ■•••••• ••••••• 0" 2' -0" 2' ••••••• ■...... 11■■■■■ ••••••• 111111..1111 ••••••• ••••••• ••••••• ••••••• ....... ■ ■■ ■ ■.. IIIIIIN 1111■■■■■ 2' -0 HOLD 0 0 a 00 • 1' -0" 41)- 41)- -4P- 2' -0" 2' -4)- -4)- 0 BOT. OF VALANCE • I■.■■■■�■.■..■ MIN ■••■■■■■■•■1 NIw11 ■1111■ ■ate ■11■ 1111 ■11■ ■11 ■11 ■11 ∎ ■11 ■■■1111. ■ ■ ■11 ■11sI ■■■ ■ ■11■ ■ ■•►7r MIME" , 1U• J■.. ••• BONNE Mall .►,. ∎1111.. . I.■ '7.111 v■ ■ = ■ ■.I■ ■ ■11■ ■1 ID::■■■■■■ 11■■■ 11■ 11■■■■■ 11■ ■ ■i:I = ■ ■ ■ ■ ■1111•■11 ■11 ■11 ∎11 ■ ■ ■11■111■ ■ ■■ ■1111111111 ■11 ■ ■••■11 ■11 ■ ■■ iiii. iivi0riAj %//// // / / / / / / / / //I n i 9' -0" A.F.F. 1 6 N 20 3' -0" i N.L. 1■1 11' -0" A.F.F. (V.I.F.) 18 GYP. BOARD SOFFIT 2' -5" 8' -0" A.F.F. GYP. BOARD CLG END e REFLECTED CEILING PLAN SCALE: 1/4 "= 1' -O" 1 2 4 6' NORTH 2'x4' TILE CEILING 4J 12' -0" A.F.F. C 0 25' -7 1/2" LEASE DIM. 23' -7" LEASE LINE a oo I• a CO 1) MAXIMUM THRESHOLD AND TRANSITION FROM EXTERIOR TO INTERIOR SHALL BE 1/2" MAX AT ENTRY DOOR. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL ' TO 2 UNITS HORIZONTAL. 111Ig11111111101111 .1110111011111 e 20' -0" HOLD 0 0 a 0 1 SALES AREA 0 v v cV iiiiwii�Ir ///% % / // ///,• % WALL - RESTROOM / WHERE SHOWN G.C. TO PROVIDE COVESTICK 1 1/2" COMMERCIAL BEHIND SEAMLESS FLOORING COVE BASE NEW SEAMLESS FLOORING WORK AREA FLOAT CONCRETE TRANSITION SMOOTH W/ ARDEX TYP. SEAMLESS VINYL BASE DETAIL SCALE: 1"= 1' -0" O 3" 6 1 1'6" G.C. TO PROVIDE COVEST1CK 1 1/2" COMMERCIAL BEHIND SEAMLESS FLOORING COVE BASE SEALED CONCRETE FLOORING —DOOR OPENING SALES FLOOR 6" BASE PER PLAN TYP. BASE DETAIL SCALE: 1 "= 1' -0" 6" CONTINUOUS BLACK BORDER AT ENTRY VCT TO CONCRETE TRANSITION DETAIL SCALE: 1"— 1' -0" 03" 6" 1 1'6" VINYL FLOORING 03" 6 1 1'6" 6" BASE PER PLAN WALL /DOOR JAMB WORK ROOM FLOOR FLOAT CONCRETE TRANSITION SMOOTH W/ ARDEX SEALED CONCRETE FLOORING RESTROOM / WHERE SHOWN 7—NEW SEAMLESS FLOORING SHEET VINYL TO CONCRETE TRANSITION DETAIL SCALE: 1" 1' -0" TYP. BASE DETAIL © SALES COUNTER SCALE: 1 "- 1' 0" 0 Y 6�` •J•�`• +'•f !ri r' "'fir .;�Y , ■� +�5'� ''■ ■• • `+''•`.. MAI III till • ■• 't "�ir — .yiy;• • � �rl •, • j•.`y «;J .dr'4 !• °•"s� ■• ■Typ11• ■ti,'.?,F ■ i•S..` ■;�a {i. ■ ■'6r: 1.1 • l■ tit* ■fop sires •ti ,:,•d:,u :. rti • • ;rw • • ■ gti i ■ .' ?•: • �`ti �"x ■ °•' :fin ■ i':t: ��, ■ 1'6" SALES AREA ®m®®® 0 WORK ROOM NEW RESTROOM 1 W3 1 B2 1 C3 1 F3 I 1 W31 B 1 1 C21 F4 1 FLOOR FINISH PLAN SCALE: 1/4 "= 1' -0" 0 1' 2 4 6' NORTH —ALL FLOOR TRANSITIONS TO BE FLUSH, 1/2" MAXIMUM HIGH THRESHOLD AT ALL DOORS. 3" 6 1 1'6" 36' -7" LEASE DIM CONTINUOUS XTINGUISHER 2A -10BC 41' -5" LEASE DIM. FIXTURE PLAN SCALE: 1/4"= 1' -0" 0 1' 2 4 6' NORTH FIXTURE SCHEDULE NOTE: G.C. IS TO PROVIDE ALL BLOCKING IN WALLS FOR ALL SHELVING INDICATED ON PLANS, G.C. IS TO PROVIDE ELECTRICAL AND PLUMBING CONNECTIONS TO ALL ITEMS REQUIRING SUCH SERVICE. NOTE: G.C. SHALL INFILL ALL HOLLOW CABINETRY BASES SOLID WITH FOAM TO PREVENT POTENTIAL INSECT AND RODENT HARBORING AREAS. SUPPLY INSTALL N W LLAJ vn G.C. \ z En to . oz ALL PAINTED WALLS AND DRYWALL CEILINGS. MARK ITEM NAME REMARKS 0 DUNNAGE RACKS STOCK ROOM DOOR SALES SIDE • 0 0 • INSTALL PANELS VERTICALLY ALL WORK ROOM AND RESTROOM WALLS FLOOR TO CEIUNG 0 LOWER CASEWORK BUMPER SEE DETAIL 7B /A6 AND MILLWORK PLANS • REFER TO SPEC. ITEM # 13A ON SHEET SP3 UGHT VALENCE W4 • m 0 CASH REGISTER (3) REQUIRED SALES / WORK ROOM B1 • SHEET VINYL— ARMSTRONG MEDINTECH # 88476, W/ 1 1/2" MIN. RADIUS INTEGRAL COVE BASE & RADIUS PROTECTION MOLDING PROVIDE 6" VERTICAL SURFACE AT WALLS AS REQUIRED / NOTED IN DRAWINGS AND SPECIFICATIONS 0 CHECKOUT FIXTURE COUNTER HEIGHT IS TO BE 34" A.F.F. • ACOUSTICAL 24" X 24"X 5/8" CEILING TILE USG #56060 "CLIMA PLUS OR ARMSTRONG #871 FLAME SPREAD TO BE LESS THAN 25 AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 • C1 © SELF SERVE DISPLAYS 24" X 48" CEILING 'TILE • WORK ROOM C2 • 5/8" TYPE "X" GYP. BD. 0 BACK COUNTER AND DISPLAY COUNTER HEIGHT IS TO BE 34" A.F.F. • FLOORING drawn by: KJO VINYL COMPOSITION TILE: ARMSTRONG POLAR WHITE 151941 • SALES 0 SHADOW BOX — DISPLAY CENTER ON BACK COUNTER VINYL COMPOSmON TILE: ARMSTRONG CLASSIC BLACK #51910 ALTERNATE BLACK AND WHITE ARMSTRONG IN A BASKET WEAVE PATTERN, SEE PLAN AND SPECIFICATIONS SALES F2 • 0 CANDY SCALE RESTROOM / WHERE SHOWN • • PREP. CONCRETE PER MFR. RECOMMENDATIONS. INSTALL BDC VAPOR SEAL PRIMER / INSTALL FINISH COAT. SEE SPECIFICATION SHEET SP3. WORK ROOM FLOORS 0 BULK DISPLAY CASE W/ GLASS FINISH NOTES: • 1. LOCATIONS INDICATED IN SCHEDULE ARE 2. TENANT'S CONTRACTOR TO LEAVE STORE TOUCH UP PAiNT OF ALL TYPES AND COLORS 3, SEE ALSO SHEETS SP1 & SP2 & SP3 FOR 4, PAINTING CONTRACTOR TO VERIFY THAT STARTING WILL CONSTITUTE THE ACCEPTANCE 5, PREP, PATCH, AND LEVEL WORKROOM FLOORS 6. ALL FINISHES IN WORKROOOM ARE TO BE • 0 6' -0" PORTABLE CHECKOUT COUNTER COUNTER AT 34" A.F.F. (ADA ACCESSIBLE) • • O 24 " " SHELVING MID. AT 71-6" A.F.F. NEW SHELVING AND BRACKETS BY G.C. EDGE BAND ALL EXPOSED EDGES • • 1 HAND SINK W/ GOOSE NECK PROVIDE SPLASH GUARDS • • NM 12 "D NSF APPROVED SHELF WALL MOUNTED 0 5' -6" & 6' -6" A.F.F. WALL MOUNT ® 6' -6" A.F.F. IN RESTROOM • • 0 WALL MOUNTED DESK • • 0 IN STORE SAFE • • 0 24" SWING GATE • • 0 NSF APPROVED METRO SHELVING COORDINATE WITH SEE'S PROJECT MANAGER • • 0 3 COMPARTMENT S.S. SINK (NSF) SEE MECH. SHEETS FOR SPEC. • • 0 MOP SINK SEE MECH. SHEETS FOR SPEC. • • 0 12 "x12" LOCKERS (6) TOTAL WALL MOUNTED ® 6" A.F.F. • • CO PALLET STORAGE WALL MOUNTED • 0 WALL MOUNTED HAND SINK GOOSE NECK FAUCET & SPLASH GUARD • • --REVIEWED FOR CODE COMPLIANCE APPROVED NOV 08 2010 City of Tukwila BUILDING DIVISION FINISH SCHEDULE WALLS MARK DESCRIPTION APPLICATION GENERAL LOCATION comments PAINT— SEE'S WHITE. SUPPLIED BY OWNER APPLY AS INDICATED IN DRAWINGS AND SPECIFICATION SHEET SP2 ALL PAINTED WALLS AND DRYWALL CEILINGS. W1 PAINT— DUPONT HIGH GLOSS BLACK 1640729 PAINT LOWER 6" OF DOOR AND JAMB SALES SIDE STOCK ROOM DOOR SALES SIDE W2 0 0 FRP PANELS BY MARLITE OR EQUAL, #P199 BRIGHT WHITE WITH MATCHING TRIM. SMOOTH FINISH. INSTALL PANELS VERTICALLY ALL WORK ROOM AND RESTROOM WALLS FLOOR TO CEIUNG W3 (HIGH GLOSS) WHITE P —LAM 1949 BY FORMICA CORP. PL -1 REFER TO SPEC. ITEM # 13A ON SHEET SP3 UGHT VALENCE W4 m 6" BURKE BLACK RUBBER BASE #70IP AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SP1 SALES / WORK ROOM B1 SHEET VINYL— ARMSTRONG MEDINTECH # 88476, W/ 1 1/2" MIN. RADIUS INTEGRAL COVE BASE & RADIUS PROTECTION MOLDING PROVIDE 6" VERTICAL SURFACE AT WALLS AS REQUIRED / NOTED IN DRAWINGS AND SPECIFICATIONS RESTROOM / WHERE SHOWN B2 ( ny� B ACOUSTICAL 24" X 24"X 5/8" CEILING TILE USG #56060 "CLIMA PLUS OR ARMSTRONG #871 FLAME SPREAD TO BE LESS THAN 25 AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 SALES AREA ONLY C1 24" X 48" CEILING 'TILE AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 WORK ROOM C2 5/8" TYPE "X" GYP. BD. AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 RESTROOM / WHERE SHOWN C3 FLOORING drawn by: KJO VINYL COMPOSITION TILE: ARMSTRONG POLAR WHITE 151941 ALTERNATE BLACK AND WHITE ARMSTRONG IN A BASKET WEAVE PATTERN, SEE PLAN AND SPECIFICATIONS SALES F1 VINYL COMPOSmON TILE: ARMSTRONG CLASSIC BLACK #51910 ALTERNATE BLACK AND WHITE ARMSTRONG IN A BASKET WEAVE PATTERN, SEE PLAN AND SPECIFICATIONS SALES F2 SHEET VINYL— ARMSTRONG MEDINTECH # 88476, W/ 1 1/2" MIN. RADIUS INTEGRAL COVE BASE do RADIUS PROTECTION MOLDING AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS RESTROOM / WHERE SHOWN F3 SEALED CONCRETE— BDC EPDXY SYSTEM 3100 EPDXY, #10 CAPE COD GREY PH: 1 -800 543-8551 PREP. CONCRETE PER MFR. RECOMMENDATIONS. INSTALL BDC VAPOR SEAL PRIMER / INSTALL FINISH COAT. SEE SPECIFICATION SHEET SP3. WORK ROOM FLOORS F4 FINISH NOTES: TYPICAL. SEE DRAWINGS FOR ACTUAL LOCATIONS. MANAGER A MIN. OF 1 QUART, MAX. OF 1 GALLON OF USED IN THE STORE. ANY ADDITIONAL FINISH INFORMATION. ALL SURFACES HAVE BEEN PROPERLY PREP/MEWED OF PREVIOUS WORK. GINOFTUKWILA PRIOR TO SEALING. SMOOTH AND WASHABLE. OCT 2 5 2010 arm■ WV /11F"•ITC'rii 1. LOCATIONS INDICATED IN SCHEDULE ARE 2. TENANT'S CONTRACTOR TO LEAVE STORE TOUCH UP PAiNT OF ALL TYPES AND COLORS 3, SEE ALSO SHEETS SP1 & SP2 & SP3 FOR 4, PAINTING CONTRACTOR TO VERIFY THAT STARTING WILL CONSTITUTE THE ACCEPTANCE 5, PREP, PATCH, AND LEVEL WORKROOM FLOORS 6. ALL FINISHES IN WORKROOOM ARE TO BE I LiI. 7371 E!EGISTEFED ANCHITECT TATE LOS WASHINGTON 0 r2-i1 g) 1 hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that 1 am a duly Registered Architect under the laws of the State of WASHINGTON Number 7371 Date This drawing is and will remain the property of the architects and any reproduction or use for any but the specifically agreed upon purposes, without the prior written consent of the architects,. is strictly prohibited. Information contained in these drawings was prepared for the specific Bite listed below. Use of these drawings for any other location or protect Is strictly prohibited without prior written consent of the architects. MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608- 785 -2760 FAX: 608 - 785 -2750 E —mail: office®mba— architects.com DEVELOPER'S SPACE NO. SUITE #108 CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 400 ALLAN STREET DALY CITY, CA., 94014 PH: 415/ 405 -7965 FAX: 415/ 586 -8557 TIM KIRCHER CLIENT CONTACT (415) 405 -7965 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785 -2760 date 'client 1 0 •D c .2 permits contractorl vendor comments CLIENT REVIEW 10/07/10 0 BID PERMIT 10/13/10 0 0 0 0 0 drawn by: KJO checked by: TRB THIS SHEET CONTAINS: FIXTURE PLAN FINISH FLOOR PLAN A 2 ARCHITECT'S COMMISSION NUMBER 10 725.069 0 22' -6 3/4" ---------------- ---------- - - - - -I --------- - - - - -- ---------- - - - - -I --------- - - - - -- ______________ ------- - - - - -I _■■■■■■■■•■■ ■■_■■■■••_ ■•_••■■■ ••__••__ ••••_•■1 WA► i I ► i► I n i► 4. AWWIM ► ►NEWAIMEI► i► i► i► i► i► -- _____' 1.. �e���o .�.��o��.i-1o...�.1..�..��.� _______ tar 0 5 o► III •■I ■1n1i 0 -- - - - - -1 - - - - - -- _______1 ■■■■■•__ -- - - - - -1 - - -- - -- ______, _■■■___ _____ __11 ■•■■■■■ _■■■_■_ _____ __- _____ ■■■■■•■ _■■■•■_ ___ew_- ___ ____ ■■■■ _____- - - - =MINI _I __ ems_= ■•■_ NMI IMINIIIIINI • Vr /2 • )1 A „Ai FAX4 II. ME EMI NW 111 111111 III Mid ffif/41 Vyv, ��.'Ii1I LiP7i I :�� i,.�Ms! Att/4 // reff4 Fite raft Irs•I• ■1 11 1111 1111 ■ n u =FA. • 0 11 111 111[1111111_ BQ. ��G 29 —3 A.F.F. (VERIFY) Big =ova (VERIFY) v(VERIFY) 5" 60" C/L A.F.F. ADJACENT TENANT NOT IN CONTRACT EXIT _ r NOTE: POSITION ON STRIKE SIDE PANEL ADJACENT TO EXIT DOORS AT 60" A.F.F. TACTILE EXIT SIGN DETAIL NOT TO SCALE TENANT LEASE SPACE STOREFRONT ELEVATION SCALE: 1/4 "= 1' -0" 0 2 4 6' ISA SIGNAGE TO BE LOCATED AT LATCH SIDE OF SINGLE DOOR AND TO THE RIGHT OF DOUBLE DOORS. SIGNAGE MAY BE PLACED ON NEAREST ADJACENT WALL IN ABSENCE OF A WALL SURFACE IMMEDIATELY ADJACENT TO DOOR. 1 6" X 6" INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) SIGNAGE IN COMPLIANCE WITH ANSI A117.1 STANDARDS. ISA MOUNTING DETAIL NOT TO SCALE 0. -0 1 ELEVATION KEYNOTES NEW CLEAR TEMPERED GLAZING AND FRAME SUPPLIED AND INSTALLED BY G.C.: MINIMUM DOUBLE — GLAZED WITH 3/8" AIR SPACE AND LOW EMISSIVITY COATING, AND THERMALLY BROKEN FRAME. MODIFY EXISTING OR PROVIDE NEW ALUMINUM GLAZING FRAME TO MATCH EXISTING AS REQUIRED. NEW 4' -0" x 7' -0" DOOR AND FRAME TO MATCH EXISTING. REFER TO DOOR SCHEDULE SHEET Al. EXISTING GLAZING PANEL TO REMAIN. MODIFY GLAZING FRAME AS REQUIRED ADJACENT TO NEW GLAZING PANELS AND DOORS. RELOCATED PAIR 3' -0" x 7' -0" DOORS AND FRAME. REFER TO DOOR SCHEDULE SHEET Al. SEE'S TYPICAL DOOR DECAL TO BE PLACED ON STORE FRONT DOOR AT 5' -0" A.F.F., INSTALLED BY SEE'S CANDIES. EXISTING EXTERIOR FINISHES TO REMAIN. LEASE LINE NEW SIGNAGE — DAY / NIGHT PLEXIGLAS LETTERS- (ILLUMINATED) INDIVIDUAL LIGHTING REQUIRED FOR SIGNAGE. G.C. TO COORDINATE WITH SEE'S CANDIES. REFER TO SIGNAGE SHOP DRAWINGS SUBMITTED SEPARATELY TO CITY AND LANDLORD BY SIGN CONTRACTOR. EXISTING METAL CANOPY TO REMAIN. PROVIDE STORE ADDRESS AND SUITE NUMBER PER LOCAL FIRE DEPARTMENT REQUIREMENTS. VERIFY WITH LOCAL AUTHORITIES. NEW CLEAR GLAZING AND FRAME SUPPLIED AND INSTALLED BY G.C.: MINIMUM DOUBLE — GLAZED WITH 3/8" AIR SPACE AND LOW EMISSIVITY COATING, AND THERMALLY BROKEN FRAME. MODIFY EXISTING OR PROVIDE NEW ALUMINUM GLAZING FRAME TO MATCH EXISTING AS REQUIRED. PROVIDE BLACK OPAQUE WINDOW TINTING FILM ON INTERIOR SURFACE. COORDINATE WITH SEE'S PROJECT MANAGER. 7-2 3/4" 1710011 1IUU[IULIUIIUIIIUlIIlIlI I B.9. SJGN 24 —3 A.F.F. (VERIFY) REVIEWED FOR CODE COMPLIANCE APPPflVED NUV 08 2010 City of Tukwila BUILDING DiVISIfl B4 — 6'P AOF. F.$ (VERIFY) DOOIj ,1EIplr$ (VERIFY) 11111111111111111 TENANT LEASE SPACE ADJACENT TENANT NOT IN CONTRACT STOREFRONT ELEVATION SCALE: 1/4 "= 1' —O" 0' 1' 2' 4T 6' 7371 AMCii9TECT trampowswor IE INGTON ID I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of WASHINGTON Number 7371 Date This drawing is and will remain the property of the architects and any reproduction or use for any but the specifically agreed upon purposes, without the prior written consent of the architects, is strictly prohibited. Information contained in these drawings was prepared for the specific site listed below. Use of these drawings for any other location or project le strictly prohibited without prior written consent of the architects. MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608 - 785 -2760 FAX: 608 - 785 -2750 E —mail: office @mba— architects.com DEVELOPER'S SPACE NO. SUITE #108 CLIENT'S STORE NUMBER WA-1 1 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 400 ALLAN STREET DALY CITY, CA., 94014 PH: 415/ 405 -7965 FAX: 415/ 586 -8557 TIM KIRCHER CLIENT CONTACT (415) 405 -7965 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785 -2760 date client 1 -0 c o permits contractor vendor comments CLIENT REVIEW 10/07/10 0 BID / PERMIT 10/13/10 0 0 0 0 0 drawn by: KJO checked by: TRB THIS SHEET CONTAINS: STORE FRONT ELEVATION DETAILS RECEIVED D CITY OF TUKIMLA OCT 2 5 2010 PERMIT CENTER A3 ARCHITECT'S COMMISSION NUMBER 10- 725.069 _ 0 0) \_ co co n M /k< • • • • • • • • "IW1I B1 \-1 B1 1-/ INTERIOR ELEVATION CONTINUOUS SCALE: 1/4 "= 1' -0" 0, 1, 2� 4 -J-- -I W1 4 co -1W41 O O = H - Iwil 1 1 \ \ 0 N B1 B, O CONTINUOUS INTERIOR ELEVATION SCALE: 1/4"= 1' -0" 0 1' 2 4 6' SEE 2/A4 W3 lit INTERIOR ELEVATION SCALE: 1/4 "= 1' -0" 0 2 4� 6' W41 ----� W1 o8 inn IB INTERIOR ELEVATION SCALE: 1 /4 "= 1' -0" 0 ' 2 4 2' -O" 0 _ 0 n W3 3 • • / B2 W1 00 0 . I 0 B2 1e INTERIOR ELEVATION SCALE: 1 /4 "= 1' -0" 6, CONTINUOUS IB1i -' INTERIOR ELEVATION SCALE: 1/4"- 1' -0" 0 1' 2 4 6' COLUMN COLUMN 3 8" MIN INTERIOR ELEVATION rn xto _ co SCALE: 1/4 "= 1' -0" 0 1 2 2 4 6' _ 0 INTERIOR ELEVATION SCALE: 1 /4 "= 1' -0" 0 1, 4T 6' s 0 oD - 1W3I 12" 42 -4�� co INTERIOR ELEVATION SCALE: 1/4 "= 1' -0" 0 2 1' 2 4 6' NOTES CONTINUOUS REVIEWED FOR CODE COMPLIANCE APPROVED NUV082010 City of Tukwila BUILDING DIVISION B2 --I W31 t INTERIOR ELEVATION B1 SCALE: 1/4 "= 1' -0" 01 2 - G.C. TO ENSURE SOLID BRACING OF ALL FIXTURES TO STUDS WITHIN WALL CAVITY. DRYWALL ANCHORS WILL NOT BE PERMITTED. - ENSURE ALL SWITCHES, CONTROLS, THERMOSTATS, ETC., ARE INSTALLED AT A RANGE OF 15" TO 48" A.F.F. FOR FORWARD REACH OR 9" TO 54" A.F.F. FOR SIDE REACH. KEYNOTES 4'_ 6' HEAVY DUTY BRACKET SUPPLIED AND INSTALLED BY G.C. 32" 0.C. STANLEY #257555 -795 WHITE SEE DETAIL 8/A5. ILLUMINATED EXIT SIGN, SEE SPEC SHEET HUBBELL P7W ® 7' -3" A.F.F. NEW HOT WATER HEATER. SEE'S TO SUPPLY AND G.C. TO INSTALL PLUG IN LIGHT FIXTURE. (4) PLEX GFI ELECTRIC OUTLET 50" A.F.F. G.C. TO PROVIDE 5/8" FIRE TREATED PLYWOOD IN PLACE OF GYP. BOARD BEHIND MANAGERS DESK, FLOOR TO 8' -0" QNEW GRAB BARS, G.C. TO ENSURE SOLID F.T. WD. BLOCKING. 99 CONTINUOUS 24" SHELF COVERED WITH CABINET LINER. SEE DETAIL SHEET A5. 10 "LUDOLPH" ORGANIZER SUPPLIED BY SEE'S. G.C. TO INSTALL / APPLY SILICONE ON ALL EDGES. 11 4 -PLEX ELECTRIC OUTLET ® 52" A.F.F. 19 CAT 5 052" A.F.F. HEAVY DUTY STANLEY BRACKETS #257555/795 SUPPLIED AND INSTALLED BY G.C. - SPACE 36" APART. SINGLE USE PAPER TOWEL AND LIQUID SOAP DISPENSOR SUPPLIED BY SEE'S AND INSTALLED BY G.C. APPROVED CHEMICAL SHELVING ABOVE MOP SINK WALL MOUNTED MOP HANGER ELECTRICAL PANEL SEE ELECTRICAL PLANS NEW. 24" X 36" PLATE GLASS MIRROR GROMMET LOCATION. REFER TO FIXTURE PLANS. 20 TIME CLOCKS MOUNTED TO WALL, REFER TO ELECTRICAL PLANS. 8 21 PROVIDE 3/4" FIRETREATED PLYWOOD OVER 20 GAUGE, 6" METAL STUDS. 12 0.C. OVER RESTROOM. 2 " x2 " CONTINUOUS PLASTIC CORNER GUARD 22 FASTENED ALONG TOP EDGE OF RESTROOM WALL. INTERIOR ELEVATION SCALE: 1/4 "= 1' -0" 0 1' 2 4 6' FIXTURE SCHEDULE SOFFIT / / SOFFIT � SOFFIT SECS q Q - SEE'S G.C. z MARK ITEM NAME REMARKS 0 iV STOCK ROOM DOOR SALES SIDE • 0 0 • INSTALL PANELS VERTICALLY ALL WORK ROOM AND RESTROOM WALLS FLOOR TO CEILING 0 LOWER CASEWORK BUMPER SEE DETAIL 7B /A6 AND MILLWORK PLANS 2 REFER TO SPEC. ITEM # 13A ON SHEET SP3 ---1 W3 W4 • O4 0 CASH REGISTER (3) REQUIRED • 61 • 05111 PROVIDE 6" VERTICAL SURFACE AT WALLS AS REQUIRED / NOTED IN DRAWINGS AND SPECIFICATIONS 0 CHECKOUT FIXTURE COUNTER HEIGHT IS TO BE 34" A.F.F. • ACOUSTICAL 24" X 24"X 5/8" CEILING TILE USG 156060 "CUMA PLUS OR ARMSTRONG #871 FLAME SPREAD TO BE LESS THAN 25 AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 • C1 0 SELF SERVE DISPLAYS 24" X 48" CEILING TILE • WORK ROOM C2 / • — 0 BACK COUNTER AND DISPLAY COUNTER HEIGHT IS TO BE 34" A.F.F. • L - FLOORING drawn by: KJO VINYL COMPOSmON TILE: ARMSTRONG POLAR WHITE 151941 • SALES 0 SHADOW BOX - DISPLAY CENTER ON BACK COUNTER • I, I A F2 • © I I RESTROOM / WHERE SHOWN • • PREP. CONCRETE PER MFR. RECOMMENDATIONS. INSTALL BDC VAPOR SEAL PRIMER / INSTALL FINISH COAT. SEE SPECIFICATION SHEET SP3. WORK ROOM FLOORS 0 BULK DISPLAY CASE W/ GLASS FiNISH NOTES: • 1. LOCATIONS INDICATED IN SCHEDULE ARE 2. TENANT'S CONTRACTOR TO LEAVE STORE TOUCH UP PAINT OF ALL TYPES AND COLORS 3. SEE ALSO SHEETS SP1 & SP2 & SP3 FOR 4. PAINTING CONTRACTOR TO VERIFY THAT STARTING WILL CONSTITUTE THE ACCEPTANCE 5. PREP, PATCH, AND LEVEL WORKROOM FLOORS 6. ALL FINISHES IN WORKROOOM ARE TO BE \ • 3 8" MIN INTERIOR ELEVATION rn xto _ co SCALE: 1/4 "= 1' -0" 0 1 2 2 4 6' _ 0 INTERIOR ELEVATION SCALE: 1 /4 "= 1' -0" 0 1, 4T 6' s 0 oD - 1W3I 12" 42 -4�� co INTERIOR ELEVATION SCALE: 1/4 "= 1' -0" 0 2 1' 2 4 6' NOTES CONTINUOUS REVIEWED FOR CODE COMPLIANCE APPROVED NUV082010 City of Tukwila BUILDING DIVISION B2 --I W31 t INTERIOR ELEVATION B1 SCALE: 1/4 "= 1' -0" 01 2 - G.C. TO ENSURE SOLID BRACING OF ALL FIXTURES TO STUDS WITHIN WALL CAVITY. DRYWALL ANCHORS WILL NOT BE PERMITTED. - ENSURE ALL SWITCHES, CONTROLS, THERMOSTATS, ETC., ARE INSTALLED AT A RANGE OF 15" TO 48" A.F.F. FOR FORWARD REACH OR 9" TO 54" A.F.F. FOR SIDE REACH. KEYNOTES 4'_ 6' HEAVY DUTY BRACKET SUPPLIED AND INSTALLED BY G.C. 32" 0.C. STANLEY #257555 -795 WHITE SEE DETAIL 8/A5. ILLUMINATED EXIT SIGN, SEE SPEC SHEET HUBBELL P7W ® 7' -3" A.F.F. NEW HOT WATER HEATER. SEE'S TO SUPPLY AND G.C. TO INSTALL PLUG IN LIGHT FIXTURE. (4) PLEX GFI ELECTRIC OUTLET 50" A.F.F. G.C. TO PROVIDE 5/8" FIRE TREATED PLYWOOD IN PLACE OF GYP. BOARD BEHIND MANAGERS DESK, FLOOR TO 8' -0" QNEW GRAB BARS, G.C. TO ENSURE SOLID F.T. WD. BLOCKING. 99 CONTINUOUS 24" SHELF COVERED WITH CABINET LINER. SEE DETAIL SHEET A5. 10 "LUDOLPH" ORGANIZER SUPPLIED BY SEE'S. G.C. TO INSTALL / APPLY SILICONE ON ALL EDGES. 11 4 -PLEX ELECTRIC OUTLET ® 52" A.F.F. 19 CAT 5 052" A.F.F. HEAVY DUTY STANLEY BRACKETS #257555/795 SUPPLIED AND INSTALLED BY G.C. - SPACE 36" APART. SINGLE USE PAPER TOWEL AND LIQUID SOAP DISPENSOR SUPPLIED BY SEE'S AND INSTALLED BY G.C. APPROVED CHEMICAL SHELVING ABOVE MOP SINK WALL MOUNTED MOP HANGER ELECTRICAL PANEL SEE ELECTRICAL PLANS NEW. 24" X 36" PLATE GLASS MIRROR GROMMET LOCATION. REFER TO FIXTURE PLANS. 20 TIME CLOCKS MOUNTED TO WALL, REFER TO ELECTRICAL PLANS. 8 21 PROVIDE 3/4" FIRETREATED PLYWOOD OVER 20 GAUGE, 6" METAL STUDS. 12 0.C. OVER RESTROOM. 2 " x2 " CONTINUOUS PLASTIC CORNER GUARD 22 FASTENED ALONG TOP EDGE OF RESTROOM WALL. INTERIOR ELEVATION SCALE: 1/4 "= 1' -0" 0 1' 2 4 6' FIXTURE SCHEDULE NOTE: G.C. IS TO PROVIDE ALL BLOCKING IN WALLS FOR ALL SHELVING INDICATED ON PLANS. G.C. _ IS TO PROVIDE ELECTRICAL AND PLUMBING CONNECTIONS TO ALL ITEMS REQUIRING SUCH SERVICE. NOTE: G.C. SHALL INFILL ALL HOLLOW CABINETRY BASES SOLID WITH FOAM TO PREVENT POTENTIAL INSECT AND RODENT HARBORING AREAS. SUPPLY INSTALL SECS q Q z SEE'S G.C. z MARK ITEM NAME REMARKS 0 DUNNAGE RACKS STOCK ROOM DOOR SALES SIDE • 0 0 • INSTALL PANELS VERTICALLY ALL WORK ROOM AND RESTROOM WALLS FLOOR TO CEILING 0 LOWER CASEWORK BUMPER SEE DETAIL 7B /A6 AND MILLWORK PLANS • REFER TO SPEC. ITEM # 13A ON SHEET SP3 UGHT VALENCE W4 • 0 CASH REGISTER (3) REQUIRED • 61 • SHEET VINYL- ARMSTRONG MEDINTECH # 88476, W/ 1 1/2" MIN. RADIUS INTEGRAL COVE BASE & RADIUS PROTECTION MOLDING PROVIDE 6" VERTICAL SURFACE AT WALLS AS REQUIRED / NOTED IN DRAWINGS AND SPECIFICATIONS 0 CHECKOUT FIXTURE COUNTER HEIGHT IS TO BE 34" A.F.F. • ACOUSTICAL 24" X 24"X 5/8" CEILING TILE USG 156060 "CUMA PLUS OR ARMSTRONG #871 FLAME SPREAD TO BE LESS THAN 25 AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 • C1 0 SELF SERVE DISPLAYS 24" X 48" CEILING TILE • WORK ROOM C2 • 5/8" TYPE .X" GYP. BD. 0 BACK COUNTER AND DISPLAY COUNTER HEIGHT IS TO BE 34" A.F.F. • L - FLOORING drawn by: KJO VINYL COMPOSmON TILE: ARMSTRONG POLAR WHITE 151941 • SALES 0 SHADOW BOX - DISPLAY CENTER ON BACK COUNTER • ALTERNATE BLACK AND WHITE ARMSTRONG IN A BASKET WEAVE PATTERN, SEE PLAN AND SPECIFICATIONS SALES F2 • © CANDY SCALE RESTROOM / WHERE SHOWN • • PREP. CONCRETE PER MFR. RECOMMENDATIONS. INSTALL BDC VAPOR SEAL PRIMER / INSTALL FINISH COAT. SEE SPECIFICATION SHEET SP3. WORK ROOM FLOORS 0 BULK DISPLAY CASE W/ GLASS FiNISH NOTES: • 1. LOCATIONS INDICATED IN SCHEDULE ARE 2. TENANT'S CONTRACTOR TO LEAVE STORE TOUCH UP PAINT OF ALL TYPES AND COLORS 3. SEE ALSO SHEETS SP1 & SP2 & SP3 FOR 4. PAINTING CONTRACTOR TO VERIFY THAT STARTING WILL CONSTITUTE THE ACCEPTANCE 5. PREP, PATCH, AND LEVEL WORKROOM FLOORS 6. ALL FINISHES IN WORKROOOM ARE TO BE • 0 6' -0" PORTABLE CHECKOUT COUNTER COUNTER AT 34" A.F.F. (ADA ACCESSIBLE) • • OL 24" SHELVING MTD. AT 7' -6" A.F.F. NEW SHELVING AND BRACKETS BY G.C. EDGE BAND ALL EXPOSED EDGES • • M HAND SINK W/ GOOSE NECK PROVIDE SPLASH GUARDS • • N 12 "D NSF APPROVED SHELF WALL MOUNTED ® 5' -6" & 6' -6" A.F.F. WALL MOUNT ® 6' -6" A.F.F. IN RESTROOM • • 0 WALL MOUNTED DESK • • 0 IN STORE SAFE • • 0 24" SWING GATE • • 0 NSF APPROVED METRO SHELVING COORDINATE WITH SEE'S PROJECT MANAGER • • 0 3 COMPARTMENT S.S. SINK (NSF) SEE MECH. SHEETS FOR SPEC. • • 0 MOP SINK SEE MECH. SHEETS FOR SPEC. • • 0 12 "x12" LOCKERS (6) TOTAL WALL MOUNTED 0 6" A.F.F. • • 0 PALLET STORAGE WALL MOUNTED • • 0 WALL MOUNTED HAND SINK GOOSE NECK FAUCET & SPLASH GUARD • • FINISH SCHEDULE WALLS MARK DESCRIPTION APPLICATION GENERAL LOCATION comments PAINT- SEE'S WHiTE. SUPPUED BY OWNER APPLY AS INDICATED IN DRAWINGS AND SPECIFICATION SHEET SP2 ALL PAINTED WALLS AND DRYWALL CEILINGS. W1 PAINT- DUPONT HIGH GLOSS BLACK 1640729 PAINT LOWER 6" OF DOOR AND JAMB SALES SIDE STOCK ROOM DOOR SALES SIDE W2 0 0 FRP PANELS BY MARUTE OR EQUAL, #P199 BRIGHT WHITE WITH MATCHING TRIM. SMOOTH FINISH. INSTALL PANELS VERTICALLY ALL WORK ROOM AND RESTROOM WALLS FLOOR TO CEILING W3 (HIGH GLOSS) WHiTE P -LAM #949 BY FORMICA CORP. PL -1 REFER TO SPEC. ITEM # 13A ON SHEET SP3 UGHT VALENCE W4 6" BURKE BLACK RUBBER BASE #701P AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SP1 SALES / WORK ROOM 61 SHEET VINYL- ARMSTRONG MEDINTECH # 88476, W/ 1 1/2" MIN. RADIUS INTEGRAL COVE BASE & RADIUS PROTECTION MOLDING PROVIDE 6" VERTICAL SURFACE AT WALLS AS REQUIRED / NOTED IN DRAWINGS AND SPECIFICATIONS RESTROOM / WHERE SHOWN B2 cD n im c ACOUSTICAL 24" X 24"X 5/8" CEILING TILE USG 156060 "CUMA PLUS OR ARMSTRONG #871 FLAME SPREAD TO BE LESS THAN 25 AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 SALES AREA ONLY C1 24" X 48" CEILING TILE AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 WORK ROOM C2 5/8" TYPE .X" GYP. BD. AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS, SHEET SP3 RESTROOM / WHERE SHOWN C3 L - FLOORING drawn by: KJO VINYL COMPOSmON TILE: ARMSTRONG POLAR WHITE 151941 ALTERNATE BLACK AND WHITE ARMSTRONG IN A BASKET WEAVE PATTERN, SEE PLAN AND SPECIFICATIONS SALES F1 VINYL COMPOSmON TILE: ARMSTRONG CLASSIC BLACK #51910 ALTERNATE BLACK AND WHITE ARMSTRONG IN A BASKET WEAVE PATTERN, SEE PLAN AND SPECIFICATIONS SALES F2 SHEET VINYL- ARMSTRONG MEDINTECH # 88476, W/ 1 1/2" MIN. RADIUS INTEGRAL COVE BASE & RADIUS PROTECTION MOLDING AS REQUIRED/ NOTED IN THE DRAWINGS AND SPECIFICATIONS RESTROOM / WHERE SHOWN F3 SEALED CONCRETE- BDC EPDXY SYSTEM 3100 EPDXY, 110 CAPE COD GREY PH: 1 -800 543 -8551 PREP. CONCRETE PER MFR. RECOMMENDATIONS. INSTALL BDC VAPOR SEAL PRIMER / INSTALL FINISH COAT. SEE SPECIFICATION SHEET SP3. WORK ROOM FLOORS F4 FiNISH NOTES: TYPICAL SEE DRAWINGS FOR ACTUAL LOCATIONS. MANAGER A MIN. OF 1 QUART, MAX. OF 1 GALLON OF USED IN THE STORE. ANY ADDITIONAL FINISH INFORMATION. ALL SURFACES HAVE BEEN PROPERLY PREPARED. OF PREVIOUS WORK. RECEIVED PRIOR TO SEALING. CITY OF TUKWILA SMOOTH AND WASHABLE. OCT 252010 1. LOCATIONS INDICATED IN SCHEDULE ARE 2. TENANT'S CONTRACTOR TO LEAVE STORE TOUCH UP PAINT OF ALL TYPES AND COLORS 3. SEE ALSO SHEETS SP1 & SP2 & SP3 FOR 4. PAINTING CONTRACTOR TO VERIFY THAT STARTING WILL CONSTITUTE THE ACCEPTANCE 5. PREP, PATCH, AND LEVEL WORKROOM FLOORS 6. ALL FINISHES IN WORKROOOM ARE TO BE PERMIT CENTER 7371 MISTETIED ARCM:MCT L II KLOS STA OF TON I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of WASHINGTON Number 7371 Date This drawing is and will remain the property of the architects and any reproduction or use for any but the specifically agreed upon purposes, without the prior written consent of the architects, is strictly prohibited. Information contained in these drawings was prepared for the specific Bite listed below. Use of these drawings for any other location or project Is strictly prohibited without prior written consent of the architects. MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608- 785 -2760 FAX: 608 - 785 -2750 E —mail: office@mba— architects.com DEVELOPER'S SPACE NO. SUITE #108 CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 400 ALLAN STREET DALY CITY, CA., 94014 PH: 415/ 405 -7965 FAX: 415/ 586 -8557 TIM KIRCHER CLIENT CONTACT (415) 405 -7965 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785 -2760 date client 1 -0 V3 c o permits contractor vendor comments CLIENT REVIEW 10/07/10 0 BID / PERMIT 10/13/10 0 0 0 0 0 drawn by: KJO checked by: TRB THIS SHEET CONTAINS: INTERIOR ELEVATIONS A ARCHITECT'S COMMISSION NUMBER 10- 725.069 EXISTING WALL THERMAL EXPANSION TANK ON SHELF ABOVE SINK, PROVIDE 2 "W, 20 GA. METAL BAND SECURED TO WALL FOR SEISMIC BRACING PER CODE. SEE ALSO DTL. 4/M2. 3 -5/8" x 20 GA METAL STUDS W/ 5/8" TYPE 'X' GYP. BD. BOTH SIDES. TAPE, SAND SMOOTH & PREP TO ACCEPT FINISH. ALL SIDES FLOOR MOUNT MOP SINK 24 "x24" �i► ALL SIDES (2) 3 -5/8" x 20 GA METAL STUDS AT CORNERS BOTH SIDES 3 -5/8" x 20 GA METAL STUDS W/ 5/8" TYPE 'X' GYP. BD. TO CEILING BOTH SIDES. TAPE, SAND SMOOTH & PREP TO ACCEPT FINISH. SUPPLY LINE SHUT OFF VALVE RECESSED IN WALL ® 60" A.F.F. WATER HEATER 1/4" = 5/8" TYPE "X" GYP. BOARD ON 3 5/8" MTL. STUDS AT 16" O.C. NOTE: USB WATER - RESISTANT GYP. BD. (GREEN BD.) IN TOILET ROOM FLOORING AND BASE PER PLANS POWDER ACUAT4) RAMSET ANCHORS 0 32 O.C. "HILTI" BRAND MODEL X -DW PINS 0.118" DIA. MIN. W/ 3/4" MIN. EMBEDMENT. TRACK ANCHORS TO MEET ESR -1752 OR APPROVED EQUAL (2) #10 SELF TAPPING TEC SCREWS PER SIDE 24" DEEP SHELF COVERED WITH CABINET LINER BY G.C. WHITE EDGE BANDING BY G.C. ALL EXPOSED EDGES, TYP. n c0 NOTE: GC SHALL VERIFY HEIGHT AND WIDTH OF WATER HEATER & NOTIFY PROJECT MANAGER IF CEILING CONDITION REQUIRES ALTERATION. WATER HEATER, ANCHOR SEISMICALLY PER DTL. SHEET M2 WATER HEATER FLOOR W/ SHELF DRIP PAN BELOW 6" x 16 GA METAL STUDS W/ 5/8" TYPE 'X' GYP. BD. BOTH SIDES. TAPE, SAND SMOOTH & PREP TO ACCEPT FINISH. 0 M FAUCET / ® 30" A.F. PLATFORM 0 0 0 ALL SIDES 3 -5/8" x 20 GA METAL STUDS W/ 5/8" TYPE 'X' GYP. BD. BOTH SIDES. TAPE, SAND SMOOTH & PREP TO ACCEPT FINISH. CONTROLS F. FRAMING DETAIL TRACK E TYPICAL -0 WALL SECTION 0 1 2 4 $ 1" �v r ��v ��v r ��v acv 2�v STANLEY #257555/795 WHITE HEAVY DUTY BRACKET OR EQUAL BY G.C. (20 "x13 ") SECURE ANGLE BRACKET BY FASTENING TO STUDS ® 32" O.C. (MUST HIT STUDS) NO ANCHORING TO DRYWALL ALLOWED SHELVING DETAIL NOT TO SCALE A/ .0. SHELF —6 " A.F.F. JI 111111111111111111111 FLOOR MOUNT MOP SINK NOTE: ALL PLUMBING PIPING AND DRAINS LOCATED INSIDE OF WALLS TO DRAIN INTO MOP SINK (2) #10 FRAMING SCREWS EA. SIDE 6" x 16 GA METAL TRACK FASTENED TO 3 -5/8" x20. GA. METAL STUDS W/ (3) #10 FRAMING SCREWS PER STUD, TYP. WTR. HTR. PLATFORM FRAMING ISO. NOT TO SCALE CUT AND BEND WEB - OF STUD, CONNECT WITH TWO (2) 8d RING SHANK NAILS TO MEET ESR -1309 TO EXISTING WOOD STRUCTURE OR AS REQUIRED BY SITE CONDITIONS FINISHED WALL EXTENDS TO 6" ABOVE UNDERSIDE OF CEILING. CONTINUE METAL STUD FRAMING THOUGH CEILING 0 32" O.C. TO DECK ABOVE. CONNECT W/ 8d RING SHANK NAILS TO MEET ESR -1309 0 6" O.C. \ FIELD VERIFY EXACT DECK 1 / HEIGHT 1 �/ I ®32TUUD BRACING t l 1 NOTE: METAL STUD FRAMING TO MEET ESR -1229 OR APPROVED EQUAL TRACK ANCHORS TO MEET ESR -1752 OR APPROVED EQUAL RUNNER TRACK VERIFY CEILING HEIGHT SEE REFLECTED CLG. PLAN METAL STUDS ® 16" 0.C. RUNNER TRACK - HILTI TRACK ANCHORS ® 32" O.C. INTERIOR PARTITION BRACING DETAIL 3/8"= 1' -0" - COMPACT FLUORESCENT BEYOND. 1 1 /2" X 1 1 /2" CHROME EGGCRATE DIFFUSER. G.C. TO FIELD CUT FIT 11111111 111111 11111111.11111 1" X 3" HARDWOOD TRIM WITH P. LAM. FINISH. EQ. EQ. 1 1/2" 2' -0" (BACK COUNTER) 1 1 /2'% n 3/4" LIGHT VALANCE SECTION NOT TO SCALE SUSP. T -BAR CEILING LAG BOLT WITH WIRE 012 "O.C. CONT. 2" X 4" BLOCKING 3/4" PLYWOOD WITH P. LAM. FINISH. 4' FLUORESCENT LIGHT FIXTURE CENTERED OVER SHADOW BOX BELOW. VALANCE SUPPLIED BY SEE'S INSTALLED BY G.C. 7' -6" A.F.F G.C. TO PROVIDE A 4'x4' PANEL OF 5/8 "FIRE TREATED PLYWOOD IN PLACE OF GYP. BOARD. COVER WITH FRP 30" 5/8" FIRE TREATED PLYWOOD SUBSTRATE W/ FRP FINISH WASHER 4 x 5/16" x 18 EYE BOLT METAL STUD FRAMING M PALLET STORAGE HOOKS DETAIL NOT TO SCALE EYE BOLTS BASE, . SEE PLAN FINISH FLOOR FIGURE 1 MAXIMUM 3" (76mm) GENERAL RECOMMENDATIONS • REFERENCED SOURCES PER HIERARCHY: 2006 IBC (INTERNATIONAL BUILDING CODE), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM C 635, ASTM C 636). AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7 -05) AND CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA). • PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6 FEET IN HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE. BRACING SHALL BE INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM. ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD) • ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT EXCEEDING DEFLECTION EQUAL TO 1/360 OF ITS SPAN. • THESE RECOMMENDATIONS ARE INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL OR TILE, LIGHT FIXTURES AND AIR TERMINALS WEIGHING NO MORE THE 4 LBS. PER SQUARE FOOT. • ALL WIRE TIES ARE TO BE THREE TIGHT TURNS AROUND ITSELF WITHIN THREE INCHES. TWELVE GAUGE HANGER WIRE SPACED 4 FOOT ON CENTER (FIGURE 1). CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING. LATERAL FORCE BRACING (FIG. 2 &3) • CEILINGS CONSTRUCTED OF LATH AND PLASTER OR GYPSUM BOARD, SCREW OR NAIL ATTACHED TO SUSPENDED MEMBERS THAT SUPPORT A CEILING ON ONE LEVEL EXTENDING FROM WALL TO WALL SHALL BE EXEMPT FROM THE LATERAL FORCE BRACING REQUIREMENTS. • LATERAL FORCE BRACING IS THE USED OF VERTICAL STRUTS (COMPRESSION POSTS) AND SPLAY WIRES (SEE FIGURE 2) • LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 1,000 SQUARE FEET AND NOT REQUIRED FOR CEILINGS LESS THAN 1,000 SQUARE FEET PROVIDED THEY ARE SURROUNDED BY FOUR WALLS AND BRACED TO STRUCTURE. • LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER (MAXIMUM) AND BEGIN NO FARTHER THAN 6 FEET FROM WALLS. • SPLAY WIRES ARE TO BE FOUR 12 GAUGE WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE ARRAYED 90 DEGREES FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. • SPLAY WIRES ARE TO BE WITHIN 2 INCHES OF THE CONNECTION TO SUSPENDED CEILING. • RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES. • CEILINGS WITH PLENUMS LESS THAN 12 INCHES TO STRUCTURE ARE NOT REQUIRED TO HAVE LATERAL FORCE BRACING. • VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND THE STRUCTURE ABOVE. • THE VERTICAL STRUT MAY BE EMT CONDUIT, METAL STUDS OR A PROPRIETARY COMPRESSION POST (SEE FIGURE 3). THIS DOCUMENT PROVIDES THE VARIOUS STANDARDS FOR THE INSTALLATION OF SUSPENSION SYSTEMS FOR ACOUSTICAL LAY -IN CEILINGS. INCORPORATION OF THIS DOCUMENT WILL PROVIDE A MORE UNIFORM STANDARD FOR INSTALLATION AND INSPECTION. THIS DOCUMENT IS DESIGNED TO ACCOMPLISH THE INTENT OF THE INTERNATIONAL BUILDING CODE (IBC) WITH REGARDS TO THE REQUIREMENTS FOR SEISMIC DESIGN CATEGORY D FOR SUSPENDED CEILINGS AND RELATED ITEMS. UNLESS SUPPORTED BY ENGINEERING OR APPROVED BY LOCAL BUILDING DEPARTMENT, THE SUSPENSION SYSTEM SHALL BE INSTALLED PER THE REQUIREMENTS FOR SEISMIC DESIGN CATEGORY (SDC) D, C AND F PER IBC. MANUFACTURERS' RECOMMENDATIONS SHOULD BE FOLLOWED. FIGURE 3 SUSPENDED CEILING NOT TO SCALE 45' OR LESS OR LESS 45' OR LESS 45' OR LESS CROSS TEE MAIN BEAM SEISMIC NOTES FIGURE 2 LATERAL FORCE BRACING EMT CONDUIT 1/2" EMT CONDUIT -v 0 v c o UP TO 6' -0" 3/4" EMT CONDUIT vendor UP TO 8' -6" 1" EMT CONDUIT 10/07/10 UP TO 10' -O" 1 METAL STUD 1 5/8" METAL STUD (25 GAUGE) UP TO 6' -2" 2 1/2" METAL STUD (25 GAUGE) 10/13/10 UP TO 10' -6" NOTE: PLENUM AREAS GRATER THAN 11' -0 WILL REQUIRE ENGINEERING CALCULATIONS. FIGURE NG 5B COUNTERSLOPI FIGURE 6A SHOT —IN ANCHOR STRUCTURAL CONCRETE CEILING CLIP 13/4' 3 TURNS VERTICAL HANGER WIRE _/8 AX. WALL MOLDINGS (FIGURE 4) • WALL MOLDING (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL FLANGE 2 INCHES WIDE, UNLESS ALTERNATE METHODS ARE APPROVED PRIOR TO INSTALLATION BY THE LOCAL BUILDING DEPARTMENT AND THE DESIGNER OF RECORD. ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE A % INCH CLEARANCE FROM THE WALL AND SHALL BE FREE TO SLIDE. • THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED METHOD). • THERE SHALL BE A MINIMUM % INCH CLEARANCE FROM THE END OF THE GRID SYSTEM AT UN- ATTACHED WALLS. SPREADER BARS (FIGURE 4) • SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY LOCAL BUILDING DEPARTMENT SHALL BE USED TO REVERT THE ENDS OF THE MAIN BEAMS AT PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER WIRES SHALL NOT BE IN LIEU OF SPREADER BARS. • WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS. • SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTION CROSS OR MAIN IS WITHIN 8 INCHES OF THE PERIMETER WALL. • HANGER (SUSPENSION) WIRES (FIGURES 5A & 5B) • HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS (FIGURE 5A) COUNTER SLOPING WIRES ARE PROVIDED. (FIGURE 5B) • HANGER WIRES SHALL BE 12 GAUGE AND SPACED 4 FEET ON CENTER OR 10 GAUGE SPACED 5 FEET ON CENTER. • ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 LBS.. • FOR ESSENTIAL FACILITIES, HANGER WIRE CONNECTIONS MUST BE CAPABLE OF CARRYING 200 LBS.AND BRACING (SPLAY) WIRES SHALL BE CAPABLE OF CARRYING 440 LBS. SHOT -IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. • BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH AN MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 LBS.OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2, WHICHEVER IS GRATER (FIGURE 6B). • POWDER DRIVEN FASTENERS MUST BE APPROVED FOR THE APPROPRIATE LOADING. • TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITH 8 INCHES OF EACH WALL WITH A PERIMETER WIRE (SEE FIGURE 4 & 5B). ELECTRICAL FIXTURES • LIGHT FIXTURES WEIGHING LESS THAN 10 LBS. SHALL HAVE ONE 12 GAUGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE SLACK. • LIGHT FIXTURES WEIGHING MORE THAN 10 LBS. AND LESS THAN 56 LBS. SHALL HAVE TWO 12 GAUGE WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. • LIGHT FIXTURES WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED BY DIRECTLY FROM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT. • PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FORM THE STRUCTURE ABOVE USING A 9 GAUGE WIRE OR AN APPROVED ALTERNATIVE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. • TANDEM FIXTURES MAY UTILIZE COMMON WIRES. MECHANICAL SERVICES • TERMINAL OR SERVICES WEIGHING 20 LBS. BUN NOT MORE THAN 56 LBS. MUST HAVE TWO 12 GAUGE WIRES CONNECTING THEM TO THE CEILING SYSTEM HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SEISMIC SEPARATION JOINTS (FIGURE 7) • FOR CEILING AREAS EXCEEDING 2500 SQUARE FEET, A SEISMIC SEPARATION JOINT OR FULL HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS ANALYSES ARE PERFORMED OF THE CEILINGS BRACING SYSTEM, CLOSURE ANGLES AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE. REVIEWED FOi1 THE LAYOUT AN LOCATION OF THE SEISMIC SEPARATION JOINT SHALL BE PER COD ECOM'3! NC�"'� E DESIGNER OF RECORD AND NOTED ON THE PLANS. IF A SEISMIC �PD I `10AN 11EPARATION JOINT IS REQUIRED BY THE DESIGNER, THE DESIGNER MAY USE �® THE GENERIC JOINT DETAILED IN THESE DOCUMENT OR A PROPRIETARY JOINT. ��� 8 2010 THE RAMOU T OF FREE MOVEMENT (GAP DESIGN) SHALL BE PER THE DESIGNER OF SPECIAL INSPECTIONS 12 Cityof%1wila • SPECIAL INSPECTIONS MAY BE REQUIRED BY THE JURISDICTION OR WIRES LUNG DIVI t WIRES MUNICIPALITY. CONTACT THE LOCAL BUILDING DEPARTMENT. RINKLERS FIGURE 4 WALL MOLDING REQUIREMENTS WALL MAX. 8" ( 02mm • FOR CEILINGS WITH OUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL HAVE A 2 INCH OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1 INCH IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN THAT CAN ACCOMMODATE 1 INCH FREE MOVEMENT SHALL BE PERMITTED AS AN ALTERNATE. IN. 2 (50 mm MIN. 3/4" (19mm) AT UNATTACHED WALLS SPREADER BAR OR OTHER SUITABLE SYSTEM REQUIRED TO KEEP PERIMITER COMPONENTS FROM SPREADING APART FIGURE 6B 5/16" DRILL—IN EXPANSIION ANCHOR MINIMUM STRUCTURAL CONCRETE — STEEL STRAP 1" WIDE X 2" LONG 12 GAUGE MINIMUM 3 TURNS SPLAYED SEISMIC BRACING WIRE SUSPENDED CEILING SEISMIC DETAILS NOT TO SCALE FIGURE 5A MAX. 8" 1MM 7371 L ECISTar7.0 AI' CHTVEhCT . , KL OF WAStli GTON to/ l-2. tt) I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the state of WASHINGTON Number 7371 Date This drawing ie and will remain the property of the architects and any reproduction or use for any but the specifically agreed upon purposes, without the prior written consent of the architects, is strictly prohibited. Information contained in these drawings was prepared for the specific site listed below. Use of these drawings for any other location or project is strictly prohibited without prior written consent of the architects. MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608- 785 -2760 FAX: 608- 785 -2750 E —mail: office @ mba— architects.cam DEVELOPER'S SPACE NO. SUITE #108 CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 K1 LEE SEE'S CANDIES 400 ALLAN STREET DALY CITY, CA., 94014 PH: 415/ 405 -7965 FAX: 415/ 586 -8557 TIM KIRCHER CLIENT CONTACT (415) 405 -7965 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785 -2760 date client 1 -v 0 v c o permits contractor vendor comments CLIENT REVIEW 10/07/10 0 BID PERMIT 10/13/10 0 0 0 0 0 drawn by: KJO checked by: TRB THiS SHEET CONTAINS: DETAILS RECEIVED CITY OF TUKWILA OCT 2 5 2010 PERMIT CENTER A5 ARCHITECT'S COMMISSION NUMBER 10- 725.069 CENTER RECESSED DOWNUGHT IN 2'X2' CEILING TILE, THIS CEILING TILE IS THE STARTING POINT FOR THE CEIUNG GRID LAYOUT. SUSPENDED TILE CEILING CENTER LINE OF BULK CASE TOP (SALES FLOOR ULK CANDY CASE SCALE POWER CORD ACCESS THRU CABINET ELEC. ACCESS FLEX CONDUIT ORGANIZER TO BE MOUNTED TO UNDERSIDE OF SHELVING. "LUDOLPH" ORGANIZER SUPPLIED BY SEE'S. G.C. TO INSTALL / APPLY SILICONE ON ALL EDGES. G.C. TO PROVIDE 5/8" FIRE TREATED PLYWOOD IN PLACE OF GYP. BOARD BEHIND MANAGERS DESK, FLOOR TO 8' -O" SEE'S TO SUPPLY PLUG IN LIGHT FITURE, G.C. TO INSTALL PHONE LINE (SINGLE LINE) 6 PAIR 4 -PLEX ELEC. OUTLET MANAGER'S DESK SUPPLIED BY SEE'S. G.C. TO INSTALL/ APPLY SILICONE ON ALL EDGES CASH DRAWER STANLEY #257555/795 WHITE HEAVY DUTY BRACKET BY G.C. - SPACE 36" APART SAFE DUPLEX ELECTRICAL OUTLET SURFACE MOUNT IN CABINET ALONG WITH PHONE J -BOX, REFER TO ELECTRICAL PLANS FOR EXACT PLACEMENT OF J -BOXES (OUTLETS & PHONES) ALONG WALL DUPLEX ELECTRICAL OUTLET SURFACE MOUNTED TO LOWER SHELF IN CABINET, LOCATE OUTLET DIRECTLY UNDER SCALE LOCATION. SECTION @ SALES AISLE NOT TO SCALE 3' —O" — P7W AT 7, -3" A.F.F. BACK ROOM "ELIASON" EASY SWING DOUBLE ACTING DOOR CORNER BEAD TYP. 4 CORNERS 3 -5/8" STUDS W/ 5/8" TYPE 'X' GYP. BD. BOTH SIDES. 0 0 0 0 0 s co L 0 I— 1' -4" 4 ' -4" ENLARGED MANAGER'S DESK NOT TO SCALE 4 PLEX ELEC. OUTLET PHONE LINE (SINGLE LINE) 6 PAIR LINE OF BACK BAR SALES FLOOR LINE OF BULK CASE 5/8" TYPE "X" GYP. BD. BOTH SIDES OVER 3 -5/8" METAL STUDS. 20GA. METAL FRAMING THREE PIECE KD JAMB SHIM (AS REQUIRED) DOOR SEE SCHEDULE ELIASON DOOR OPENING DETAIL NOT TO SCALE LED LIGHT 2 3/4" 1' -6 1/4" 1' -4 3/4" /9 1 1/2" 1' -3 1/4" 3/4" 3/4" TYP. DOOR HEAD DETAIL ILLUMINATED GRAPHIC BOX SUPPLIED BY SEE'S. G.C. TO INSTALL 2' -6 3/4" NOT TO SCALE PROVIDE 1" FLEXIBLE CONDUIT AT 75 1/2 ", VERIFY LOCATION WITH SEE'S PROJECT MANAGER. 3/4" MDF SLATWALL CONSTRUCTION LAMINATED 949 -90 GLOSS WHITE WITH 3 "O.C. SPACING EACH SLAT LOCATION TO RECEIVE ALUMINUM INSERT POWDER COATED TO MATCH 949 -90 LAMINATE UNFINISHED EXTERIOR BACK EXTERIOR FINISHED ENDS, COUNTER SURFACES, SELF EDGES, INTERIOR BACK, INTERIOR ENDS AND SHELF BASE TO BE LAMINATED FORMICA 949 -90 GLOSS WHITE WHITE. BALL -JOINT LOCATION AT EACH ADJOINING SIDE 1ST SLAT 6° ABOVE COUNTER MINIMUM OF 3 BISCUT SPLINES AT COUNTER TOP EDGE OF EACH JOINT N` STANDARD 1 1/2" SELF EDGE DI Arz 4.1d11111PY itTol is PANOLAM "TRUE WHITE" 1 SIDE UNDERSIDE STUB POWER 31" A.F.F. 3 1/4 X 3 1/4 SQ. OPENIN WHITE KORTRON 1 SIDE 0 UNDERSIDE OF NAILER LAMINATE ALL INTERIOR SURFACES FORMICA 949 -90 GLOSS WHITE, UNLESS NOTED OTHERWISE WHITE TAPE a 0 1/4" MDF BACK LAMINATED FRONT FORMICA 949 -90 GLOSS WHITE UNFINISHED EXTERIOR BACK UNE OF PARTIAL DIVIDER BACK OF END STYLE FULL DIVIDER 1 1/2 X 5 1/2" KD SPRUCE TOE KI UNFINISHED AND ATTACHED 1 1/2 X 3 1/2 CROSS MEMBER W 3/4" SPACE ABOVE. • 3/4" 1 1/2" A6 NOT CASE SECTION A6 NOT TO SCALE a VERIFY W/ MILLWORK SHOP DRAWINGS SECTION COUNTER TOP - AAeo""...trfor,etn#F/1741.■ 24" FLUORESCENT STRIP LIGHT CENTER FIXTURES WITHIN EACH BAY LOWER CASE LIGHT FIXTURE DETAILS NOT TO SCALE ELF SERVICE CASE SELF ADHERED BLACK RUBBER BUMPER SUPPLIED BY SEE'S INSTALLED BY G.C. 3 5/8" x20 GA. METAL KICKERS AT 48" O.C. MAX. SEE REFLECTED CEILING PLAN AND ELECTRICAL SHEETS FOR RECESSED LIGHTS. B.O. SOFFIT 14' -O" A.F.F. (VERIFY) 3 5/8 "x20 GA. METAL STUDS VERTICAL AT 16" O.C. ATTACH TO BOTTOM CHORD OF JOISTS ABOVE. B.O. SOFFIT / 4,SySPpIDED CEILING 9 -0 A.F.F. PROVIDE BASE PER FLOOR PLAN, SHEET Al. LOWER CASE BUMPER MATERIAL NOT TO SCALE REVIEWED FOR CODE COMPLIANCE PPPAVED Nuv 0 8 2010 City of Tukwila BUILDING DIVISION OSUFENDED CEILING 2 -0 F.F. 2' —O" SOFFIT DETAIL @ ENTRY SCALE: 3/4 "= 1' -0" Or 4„ LOWER EXISTING SHADES ................. 3 5/8 "x20 GA. METAL STUDS HORIZONTAL AT 16" O.C. ATTACH TO EXISTING BULKHEAD. EXISTING GLAZING EXISTING STOREFRONT EXISTING GLAZING EXISTING STOREFRONT �b9 -104f A.F.F$ (VERIFY) EXISTING GLAZING SOFFIT DETAIL @ WORK AREA SCALE: 3/4 "= 1' -O" 0-, 4„ 1, 2' RECEIVED CITY OF TUKWILA OCT 2 52010 PERMIT CENTER 7371 AF C NEC Pr' OLN o-a. KLOS STATE OF ASL @I'sGfTON I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of WASHINGTON Number 7371 Dote Thle drawing is and will remain the property of the architects and any reproduction or use for any but the specifically agreed upon purposes, without the prior written consent of the architects, is strictly prohibited. Information contained in these drawings was prepared for the specific site listed below. Use of these drawings for any other location or project is strictly prohibited without prior written consent of the architects. MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608 - 785 -2760 FAX: 608 - 785 -2750 E —mail: office@mba— architects.com DEVELOPER'S SPACE NO. SUITE #108 CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY, TUKWILA, WA 98188 C KITTIL1 SEE'S CANDIES 400 ALLAN STREET DALY CITY, CA., 94014 PH: 415/ 405 -7965 FAX: 415/ 586 -8557 TIM KIRCHER CLIENT CONTACT (415) 405 -7965 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785 -2760 date client 0 c 2 permits contractor vendor comments CLIENT REVIEW 10/07/10 0 BID / PERMIT 10/13/10 0 0 0 0 0 drawn by: KJO checked by: TRB THIS SHEET CONTAINS: DETAILS A6 ARCHITECT'S COMMISSION NUMBER 10- 725.069 GENERAL SPECIFICATIONS SPECIFICATIONS INSTRUCTIONS TO CONTRACTOR 1. PERMIT AND GOVERNMENTAL BODIES: Contractor and subcontractors shall obtain at their own expense, all permits and licenses and comply with all laws, ordinances, rules, regulations, orders and requirements of the city, county, state and federal governments; and of any board & commission, or other duly authorized body, having jurisdiction which might affect or apply to the work. Contractor and subcontractors must, at all times, maintain a valid Contractor's license. 2. AS -BUILT DRAWINGS: Contractor shall maintain a complete set of approved prints corrected doily to show every change from original contract documents and marked to show exact location of all concealed work. Record print shall be turned over to See's upon final inspection. 3. LABOR MATTERS: A. The contractor shall use its best efforts to prevent the occurrence of any strike, slowdown or other labor difficulties, or disputes, arising from the presence of the Contractor on the Job or the activities of the Contractor. B. The Contractor shall remove, or cause to be removed, from the job any employees who are considered unsatisfactory by See's after written notice by See's stating the reason thereof. 4. CONTRACTORS SUPERINTENDENCE AND SUPERVISION: A. Where work of on trade joins or overlaps another, there shall be no discrepancy when the shop is completed from one kind of work to another. Should improper work of any trade be covered by another, which results in delays or defects the whole work shall be made good by the contractor with out expense to See's B. The Contractor shall provide a qualified full -time superintendent. The superintendent shall be on site to insure proper adherence to the project. See's shall be the sole judge of superintendent's qualifications. C. Protect all work, materials, and equipment from damage form any cause what so ever, and provide adequate and proper storage facilities during progress of the work for See's provided materials. D. The various materials, work equipment and finishes provided by the several trades are all to be protected from other operations of work, such that all items are in perfect condition at the time the project is turned over to See's. Marring or damaging same will not be permitted. The final responsibility for this protection rests with the general contractor, even though various sections of the specifications may contain specific comments or precautions about protection. 5. AUTHORITIES: No changes in work ordered by authorities having jurisdiction over project shall be made without the prior written approval of See's except in emergency involving hazards to persons or property. 6. LAYOUT AND RESPONSIBILITY: A. Contractor shall be responsible for proper locations and elevations of the work. Any inconsistencies in plan data shall be brought to the attention of See's prior to the commencing of work. B. Contractor shall be responsible for layout of work and establishing grades, lines and levels of work for all subcontractors. 7. SEE'S DECISION: Should any dispute arise respecting true construction and meaning of drawings or specifications, it shall be decided by See's whose decision shall be final. 8. GUARANTEE - WARRANTY: A. In case of work performed by subcontractors and where guarantees are required, secure warranties from said subcontractors addressed to and in favor of See's. Deliver copies of same to See's upon completion of work. Contractor and all subcontractors and manufacturers shall guarantee workmanship and materials and equipment to be free of defects for a period of not less that one year from date of See's final acceptance. B. Should any trouble develop during this period due to defective materials and /or faulty workmanship, the Contractor shall furnish all necessary labor and materials to correct the trouble at no additional cost to See's. 9. CHANGE ORDERS: Change from drawings or specifications and corresponding costs increases shall only be made upon written approval of a See's representative. 10. TENANT SPACE INFORMATION: A. All information pertaining to the tenant space shall be and shall remain the owner's responsibility. This information includes all tenant package information and related data. These documents have been prepared on the information available and, should additional services or work be required due to the lack of such information, that work shall be considered as "additional services" over and above all prevailing contracts. B. The contractor shall carefully examine the site and shall thoroughly familiarize himself with all existing conditions within the scope of this work. By act of submitting a bid, the Contractor is deemed to have made such examination and examined all mechanical, architectural, structural, and electrical drawings, and to have accepted such conditions and to have mad allowances thereof in preparing his bid. No extra charges will be considered for costs resulting from failure to comply with the above. 11. CONSTRUCTION METHODS: In no case, shall See's or See's architects, be responsible for construction means, methods, techniques, sequences or procedures of for safety precautions and programs in connection with the work, nor shall See's or See's architect be responsible for contractor's failure to employ proper safety procedures. See's Candies insists on safety on the job site. 12. DUST CONTROL: The Work includes dust control as required to abate any dust nuisance on and about the site, which is the result of construction activities. 13. CLEANING: A. The contractor shall at all times during the course of this contract keep the building, See's premises and the adjoining premises, including streets and other area assigned to the Contractor, free from accumulation of waste materials and other rubbish caused by his employees or work by the employees of subcontractors. B. At completion of the work, or prior thereto if so directed, the contractor shall remove from the building and /or premises all of his tools, appliances, surplus materials, debris, temporary structures, temporary construction for which he has been responsible and /or rubbish, and shall be responsible for clean -up of his work. Cleaning, polishing, sealing, waxing and all other such finish work noted on the drawings or required in the specifications shall be taken to indicate the required condition at the time of acceptance of the work under the contract. At the completion of work, the Contractor shall sweep and clean thoroughly, shall clean all glass, removing all paint, stains, etc. without scratching or injuring the glass and shall leave the work bright, clean and polished; tile work and plumbing fixtures shall be washed clean; all hardware and unpainted metals shall be cleaned and polished; all equipment and paint work shall be cleaned and touched -up, if necessary, and all temporary labels, tags and paper coverings shall be removed; clean or replace filters of mechanical systems, sanitize plumbing /food service facilities, clean light fixtures and replace burned - out /dimmed lamps; all to the approval of . See's. Finally, the exterior of the building and immediate surrounding area shall be similarly clean and in good order at the time of final acceptance of the building, with paint fresh, coatings unbroken, and hardware clean and polished. C. If the Contractor, upon request by See's does not attend to such cleanings with reasonable promptness, See's may cause such cleaning to be done by others and charge costs of same to Contractor, or deduct the said cleaning from payments still due the Contractor under the contract. D. Cleaning Agents, implements, waxes, polish and methods used for cleaning, polishing or sealing of any surface shall be products recommended and approved by the manufacturer of the item or surface to be cleaned. The Contractor shall be fully responsible for any damage to any surface or substrate caused by the improper use of cleaning materials. 14. SUBSTITUTIONS A. When material is specified by proprietary brand name or manufacturer, any material which will perform adequately the duties required by the general design will be considered equal and satisfactory, providing the material so proposed is of equal quality, in the opinion of See's. Substitutions shall be submitted in writing, including sample, specifications, test reports and data as required by See's. B. No substitutions shall be made without written prior approval of See's. See's Decisions in matters relating to artistic effect shall be final 15. TEMPORARY FACILITIES: A. Telephone: provide telephone and communication facilities for the use of See's and additional phones as required for efficient administration of work. B. Water: provide temporary service and provide and pay for all water required for construction purposes; including distribution systems, meters, permits and fees. C. Electrical power: provide electrical (temporary) service and provide and pay for all electrical power required for construction purpose, including temporary meters, transformers, drops, distribution systems, permits and fees. D. Toilet facilities: provide and maintain, in a manner satisfactory to See's temporary facilities and provide protection as required by building code and /or other local or state regulation. Use of premises: the Contractor shall confine the use of his apparatus, the storage of his materials, and the operations of workmen to limits indicated by law, ordinances, permits or directions of See's and shall not unreasonably encumber the premises with his materials. Contractor shall not load or permit any part of . the structure to be loaded with weight that will endanger its safety. 16. BUILDING CODE COMPLIANCE: All work shall comply with applicable codes and trade standards, which govern each phase of work. Including, but not limited to, (IBC) International Building - Code International Mechanical Code (IMC), National Electrical Code (NEC), American Concrete institute code (ACI), International Plumbing Code (IPC), Tile Council of America (TCA), International Fire Code (IFC), and all applicable state and local codes and /or legislation. The codes shall govern as minimum specifications unless noted or specified otherwise. 17. DETAIL DRAWINGS AND INSTRUCTIONS: A. If work is requited in a manner that make it impossible to produce first class work, or should discrepancies appear among contractual documents, request interpretation from See's before proceeding with work. If Contractor fails to make such a request, no excuse will thereafter be entertained for failure to carry out work in a satisfactory manner. B. Should conflict occur in or between drawings or specifications, contractor is deemed to have estimated on more expensive ways of doing work, unless he shall have asked for and obtained written decision before submission of proposal as to which method or materials will be required. 18. MANUFACTURER'S DIRECTIONS: Manufactured articles, materials, equipment shall be applied, installed, connected, erected, used, cleaned, conditioned as per manufacturer's printed directions unless specified otherwise. 19. CONNECTIONS All attachments, connections, or fastenings of any nature are to be properly and permanently secured in conformance with best practice. Contractor is responsible for providing them according to these conditions. Drawings show only special requirements to assist Contractor; they do not illustrate every such detail 20. WORKMANSHIP A. All workmanship shall meet the highest accepted industry standards and shall comply with all applicable regulations and codes. B. Coordinate and cooperate in every way with all other trades in order to avoid interference and assure a satisfactory job. 21. USE OF DRAWINGS: These drawings may not specifically detail or specify materials and /or manufactures. The Contractor shall provide all samples and /or cut sheets as required, to assist the Owner or his agent in making material selections. For the purpose of estimating, the Contractor shall use the materials selected by the Owner, or in absence of same, he shall provide an allowance amount and so condition any cost estimate. All materials specified in these drawings shall be included in such estimates. The Owner shall not be held responsible for any detailing or installations not shown on these drawings. 22. INSURANCE: A. General Contractor shall secure minimum coverage and limits of liability as required by "See's Candies, Inc." or as may be required by the Landlord. B. The Contractor, prior to commencing work shall furnish See's Candies with a "Standard Certificate of Insurance" stating that the Contractor has the following minimum policies in effect for all work on this project. (Unless higher coverage's are. required). 1) Worker Compensation Insurance $1,000,000.00 2) Comprehensive General Liability $1,000,000.00 including contractual Liability. See's candies, Inc. and See's Candy Shops Inc. "named as additional insured, (form CG20101185B or equivalent). 3) Motor Vehicle Liability $1,000,000.00 C. Receipt by See's of this certificate does not constitute acceptance. Approval of adequacy of coverage will be verified by See's Candies. 23. POST -BID INFORMATION: A. Upon execution of the contract the successful bidder shall within three (3) working days thereafter, submit the following. 1) Cuts and /or samples of any or all items, materials or samples requiring Owner's approval that are not reflected in documents. 2) Complete list of all subcontractors, materials suppliers and vendors to be utilized, and notice of said contract. 24. PROGRESS SCHEDULE AND REPORTS: A. General: Within 4 days of date established for "commencement of work" submit a revised bar chart type progress schedule indicating a time bar for each significant category or unit of work to be performed at the site. Arrange schedule to indicate required sequencing of units, and to show time allowance for submittals, inspections, major elements which involve purchase lead -time, fabrication, and similar time margins. A definitive job construction schedule showing key dates for coordination with Owner - supplied services and /or materials. B. Submittal: Following initial revision of schedule after review by See's Candies, print and distribute revised schedule as needed. 25. REQUEST FOR PAYMENT /SCHEDULE OF VALUES: A. Use Form AIA G -702 and G -703, fully completed and executed, submitted in duplicate including attachment of waivers, and similar documentation with one copy. B. Prior to initial request, submit: 1) List of subcontractors, suppliers and vendors. 2) Progress schedule 3) Copies of building permits and similar start -up authorization or certificates. 4) Evidence of insurance coverage. Note Items 1, & 4 shall be completed prior to start-up. 26. OWNERSHIP OF DRAWINGS: These drawings are the property of See's Candies. They shall not be reproduced without the express written permission of the Owner. These drawings are to be used for this specific project, and are not to be re -used in whole or in part for another project. The Architect and See's Candies assumes no liability for unauthorized use or reproduction of these documents. 27. LANDLORD'S APPROVAL: The Contractor shall be responsible for meeting all conditions for approval by Landlord including: insurance; approval for work; use of Landlord's subcontractors for specific areas of work, etc. See's shall have copies of these requirements for Contractor review. 28. SHOP DRAWINGS AND /OR MATERIAL SAMPLE SUBMITTALS: The Contractor shall submit two copies of shop drawings for See's Candies review. See's Candies will review these documents for conformance with design intent only. See's Candles shall not be responsible for construction methods, quantity take -offs, dimensions, etc. The Contractor shall be responsible for submitting requested items in sufficient time for See's Candies review. 29. FINAL PAYMENT /PROJECT CLOSEOUT: A. See's will approve final payment when the following conditions are met. 1) Obtain permits, certificates of inspection and other approvals and releases by governing authorities, required for Owner's occupancy and use of project. 2) Submit warranties and similar documents. 3) Submit maintenance manuals. 4) Submit proof of payment of fees, taxes, and similar obligations. 5) Transfer, operational, access, security and similar obligations. 6) Unconditional lien releases from all subcontractors and suppliers. 7) Approval of all "Punch List" items and final cleaning of premise. DIVISION 1 GENERAL REQUIREMENTS 1. THE WORK INCLUDES NEW TENANT IMPROVEMENTS IN AN EXISTING MALL SPACE, PER SQUARE FOOT CALCULATIONS AS NOTED ON THE TITLE SHEET. CONTRACT WILL INCLUDE CONSTRUC- TING WALLS AND CEILINGS PER "SEE'S CANDIES" STANDARD FINISHES, DETAILS & SPECIFICATIONS. SECURE AND PAY FOR GOVERNMENT FEES, LICENSES, AND PERMITS. . CONTRACTORS SHALL VISIT THE PREMISES WHILE BIDDING AND SHALL FAMILIARIZE THEM- SELVES 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 FOOTAGES. NOTIFY THE OWNER OF COMPLIANCE OR DISCREPANCIES, COMPARING THOSE DISCREPANCIES TO THE NUMBERS ON THE TITLE SHEET. 4. CONTRACTORS SHALL TAKE CARE TO PROTECT ADJACENT AREAS FROM DUST 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 EX- POSED WORK WITH OTHER RELATED TRADES. DISTRIBUTION OF THE APPLICABLE DOCUMENTATION TO THE VARIOUS TRADES IS THE RESPONSIBILITY OF THE BIDDER/ GENERAL CONTRACTOR. 7. COORDINATE ALL WORK OF THE VARIOUS TRADES AND SUBCONTRACTORS TO ASSURE EFFI- CIENT 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 INTERDE- PENDANT 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 DIAGRAMATICALLY 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 ACCOR- DANCE WITH THE REQUIREMENTS OF THE LANDLORD AND THE OWNER. VERIFY AND COOR- DINATE WITH THE OWNER'S 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 ALL THOSE ENGAGED IN THE PROJECT WORK. 11. ALL 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 & SCHEDULING WITH THE BUILDING MANAGER REVIEWING ALL SCHEDULED ACTIVITIES AT OUTSET OF CONSTRUCTION: 13. ALLOWABLE TOLERANCES - UNLESS OTHERWISE NOTED OR INDICATED, THE FOLLOWING TOLER- ANCES 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 INTENTED. d. WALL AND SOFFIT INTERSECTIONS SHALL BE 90O OR THE EXACT ANGLE INDICATED OR INTENDEED. e. ALL CORNERS AND EDGES SHALL BE STRAIGHT AND TRUE WITHOUT DENTS, WAVES OR BULGES OR OTHER BLEMISHES. ALL JOINTS SHALL BE TIGHT, STRAIGHT, EVEN AND SMOOTH. ALL OPERABLE ITEMS SHALL OPERATE SMOOTHLY WITHOUT STICKING OR BI AND WITHOUT EXCESSIVE "PLAY" OR LOOSENESS. f. 9• 14. NOT USED REVIEWED FO LODE COMPLIAI� APPRflVED NOV 08 2010 City of Tukwila BUILDING DIVISii 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 CON- DITIONS PRIOR TO CONSTRUCTION, FABRICATION, OR PURCHASING. IN CASE OF CONFLICT BE- TWEEN 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 SKIL- LED 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 & FIXTURES INSTALL REQUIRED BLOCKING AT NO ADDITIONAL COST TO THE OWNER. 19. REPAIR PROPERTY DAMAGE BY THE INSTALLERS TO A LIKE NEW CONDITION OR REPLACE DAMAGED SURFACES 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 SHOWS NON- CONFORMANCE TO GENERALLY ACCEPTED TRADE STANDARDS OR THE PROJECT REQUIREMENTS, THE CONTRACTOR SHALL CORRECT THE DE- FICIENCY 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 FINAL ACCEPTANCE BY OWNER. 22. MAINTAIN ACTIVE FIRE EXTINGUISHERS AT THE PROJECT AS REQUIRED. 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 PRO- JECT 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 MANUFACTURER'S 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 IN- SPECTION. UPON INSPECTION, PROVIDE WRITTEN OPERATION AND MAINTENANCE INSTRUCTIONS AND GUARANTEES FOR ALL EQUIPMENT AND MATERIALS INSTALLED. PROVIDE WRITTEN GUAR- ANTEES FOR A PERIOD OF ONE (1) YEAR 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, UN- LESS REQUESTED BY THE OWNER. CLEAN -UP SHALL INCLUDE AND NOT BE LIMITED TO: a. POWER VACUUMING THE ENTIRE SPACE. b. HAND DUSTING AND CLEANING OF ALL SHELVING, CABINETRY, CASEWORK, GLASS AND MIRRORS BOTH INSTALLED UNDER THIS CONTRACT OR EXISTING WALLS, CEILINGS, FIXTURES, ETC. C. REPAIR OR REPLACEMENT OF PROPERTY DAMAGED DURING FINAL COMPLETION OF THE PROJECT. 28. MAINTAIN AN OPERATIONAL TELEPHONE & FAX MACHINE ON THE JOBSITE AT ALL TIMES THROUGHOUT THE DURATION 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 DE- TERMINE AND INVENTORY ALL NECESSARY DEMOLITION AND ALTERATION OF ITEMS TO PRO - VIDE 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. . 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 LANDLORD'S CONSTRUCTION CRITERIA AND SEE'S CANDIES' CO- ORDINATOR. 3. SAW -CUT CONCRETE WITH DIAMOND SAW; JACK HAMMERING 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 APPROP- IATE FOR INSTALLATION OF PIPES AND SIMILAR ITEMS. COORDINATE ALL CORE LOCATIONS AND SLAB MODIFICATIONS WITH LANDLORD'S 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. 4. DOORS & 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. 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 IM- MEDIATELY FROM THE SITE. 8. 9. 10. 11. E 1. 2. iN ERECT AND MAINTAIN WEATHERPROOF AND DUSTPROOF CLOSURES AND PARTITIONS TO PRE- VENT WEATHER DAMAGE OR SPREAD OF DUST, FUMES AND SMOKE TO OTHER PARTS OF THE BUILDING, IN ACCORDANCE WITH MALL GUIDELINES AND STIPULATIONS. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. REPAIR ALL DEMOLITION IN EXCESS OF THAT REQUIRED AT NO COST TO THE OWNER. REMOVE FROM. SITE CONTAMINATED, VERMIN INFESTED OR DANGEROUS MATERIALS ENCOUNTERED; DISPOSE OF BY SAFE MEANS TO PROTECT HEALTH OF WORKERS AND PUBLIC. DIVISION 3 - CONCRETE REPAIR Sc REPLACEMENT 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". 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 MANU- FACTURER'S LATEST WRITTEN AND RECOMMENDED DIRECTIONS. DIVISION 4 - NOT USED DIVISION 5 - METAL FABRICATIONS PROVIDE ALL MISCELLANEOUS METAL ITEMS INCLUDING MATERIALS, FABRICATIONS, FASTEN- INGS, AND ACCESSORIES REQUIRED FOR FINISHED INSTALLATION AS INDICATED AND SPEC- IFIED. 2. STEEL SHALL BE ASTM A366 AMERICAN OPEN HEARTH SHEET STEEL, FREE FROM SCALE AND PITTING AND OTHER DEFECTS AFFECTING APPEARANCE. 3. TUBING SHALL CONFORM TO REQUIREMENTS OF ASTM A500 OR A501 AS APPROVED. 4. WHERE METAL 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. 5. 6. 7. 8. SHEET STEEL SHALL CONFORM TO REQUIREMENTS OF ASTM A606. CARBON STEEL BARS SHALL CONFORM TO REQUIREMENTS OF ASTM A321. ALUMINUM EXTRUSIONS SHALL CONFORM TO ASTM B221. REVEALS TO BE BLACK ANODIZED FINISH. FASTENERS SHALL BE AS REQUIRED FOR ASSEMBLY AND INSTALLATION OF FABRICATED ITEMS. 9. BOLTS SHALL BE LOW CARBON STEEL EXTERNALLY AND INTERNALLY THREADED FASTENERS CONFORMING WITH REQUIREMENTS OF ASTM A307; INCLUDE NECESSARY NUTS AND PLAIN HARDENED WASHERS. FOR MEMBERS FOR. SUPPORT OF STRUCTURAL MEMBERS OR CONNEC- TION THERETO, USE FASTENERS CONFORMING WITH ASTM A325. FOR STAINLESS STEEL AND NONFERROUS ITEMS, USE TYPE 302 AND 304 STAINLESS STEEL FASTENERS. 10. MISCELLANEOUS MATERIALS: PROVIDE ALL INCIDENTAL ACCESSORY MATERIALS, TOOLS, METHODS, AND EQUIPMENT REQUIRED FOR FABRICATION AND INSTALLATION OF MISCELLAN- EOUS METAL ITEMS AS INDICATED ON DRAWINGS. VERIFY DIMENSIONS PRIOR TO FABRICATION OR CASTING. FORM METAL ITEMS TO ACCURATE SIZES AND CONFIGURATIONS AS INDICATED ON DRAWINGS AND OTHERWISE REQUIRED FOR PROPER INSTALLATION; FABRICATE WITH ALL LINES STRAIGHT AND ANGLES SHARP, CLEAN AND TRUE; DRILL, COUNTERSINK, TAP, AND OTHERWISE PREPARE ITEMS FOR CONNECTION WITH WORK OF OTHER TRADES. MAKE PERMANENT CONNECTIONS BY WELDING AND GRIND ALL EXPOSED WELDS SMOOTH TO MATCH ADJACENT SURFACES; ROUGH JOINT SUR- FACES NOT PERMITTED. AVOID USING BOLTS AND SCREWS UNLESS SPECIFICALLY INDICATED OR APPROVED; WHEN USED, DRAW UP TIGHT AND TIE THREADS TO PREVENT LOOSENING. 11. 12. ALL FERROUS METAL ITEMS SHALL BE SHOP FINISHED. TOUCH -UP OR REPAIR DAMAGED AREAS PRIOR TO INSTALLATION WITH SAME MATERIAL. 13. PROVIDE CONTACT SURFACES WITH CONCRETE MASONRY OR OTHER DISSIMILAR MATERIALS WITH A MINIMUM ONE POINT ZERO (1.0) MIL DRY THICKNESS OF AN APPROVED ZINC CHRO- MATE PRIMER. 14. PROVIDE ALL STEEL BLOCKING AND BRACING IN METAL STUD FRAMED PARTITIONS NECESSARY FOR A COMPLETE INSTALLATION. INCLUDE AS REQUIRED FOR SUPPORT OF ALL WALL - MOUNTED EQUIPMENT AND FABRICATIONS AS INDICATED ON DRAWINGS. PROVIDE SUPPORTS AT JAMBS OF DOORS AND ELSEWHERE, AS REQUIRED. 15. FABRICATE ALL MISCELLANEOUS FRAMING AND BRACING ITEMS TO DETAIL OF STRUCTURAL SHAPES, PLATES, AND BARS; WELD JOINTS WHERE PRACTICAL; PROVIDE BOLTS AND RECEIVED OTHER CONNECTION DEVICES REQUIRED. INCLUDE ANCHORAGE'S, CLIP ANGLES, SLEEVES,CITY OF TU WILA OCT 252010 PERMIT CENTE 7371 EVAI S'i"E 3F::O 4...0 Mit Cli!I L.OS STATE OF WASHINGTON 164 2- fit' I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of WASHINGTON Number 7371 Date This drawing is and will remain the property of the architects and any reproduction or use for any but the specifically agreed upon purposes, without the prior written consent of the architects, is strictly prohibited. Information contained in these drawings was prepared for the specific site listed below. Use of these drawings for any other location or project is strictly prohibited without prior written consent of the architects. MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608 - 785 -2760 FAX: 608- 785 -2750 E -mail: officeOmba- architects.com DEVELOPER'S SPACE NO. SUITE #108 CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 400 ALLAN STREET DALY CITY, CA., 94014 PH: 415/ 405 -7965 FAX: 415/ 586 -8557 TIM KIRCHER CLIENT CONTACT (415) 405 -7965 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785 -2760 date client landlord permits • contractor vendor comments CLIENT REVIEW 10/07/10 0 BID / PERMIT 10/13/10 0 0 0 0 0 drawn by: KJO checked by: TRB THIS SHEET CONTAINS; SPECIFICATIONS S 1 ARCHITECT'S COMMISSION NUMBER 10- 725.069 SHELII -ILA HUNS DIVISION 6 - WOOD & PLASTICS PROVIDE ROUGH LUMBER AND PLYWOOD IN STANDARD DIMENSIONS. MOISTURE CONTENT NOT MORE THAN 19 %. 2. PROVIDE ALL NECESSARY ROUGH HARDWARE IN SIZES IN 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 MANUFACTURER'S MOST CURRENT PRINTED APPLICATION IN INSTRUCTIONS. 7. PROTECT FROM DAMAGE BY OTHER TRADES WORKING ADJACENT TO THE INSTALLATION. RE- PLACE DAMAGED SURFACES. 8. REMOVE EXCESS ADHESIVE AND CLEAN SURFACES USING MANUFACTURER'S RECOMMENDED SOLVENT AND CLEANING PROCEDURES. 9. FILL IN ALL SEAMS WITH MANUFACTURER'S APPROPRIATE COLOR SEAM COMPOUND. 10. INSTALL WOODS AND PLASTICS IN CONFORMANCE WITH DETAILS, WITH THE FOLLOWING CON- SIDE RATIONS AND REQUIREMENTS: a. INSTALL ALL MATERIAL WITH TIGHT JOINTS. b. MITER CASINGS AND MOLDINGS. 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 MTh REQUIREMENTS OF NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) RECOMMENDATIONS. 11. INSTALL BLOCKING AND FURRING AS REQUIRED, AND AS SHOWN ON PLANS 12. FIRE RETARDANT TREATED WOOD (AS REQUIRED BY LOCAL JURISDICTION). DIVISION 7 - SEALANTS AND CAULKING 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, NONDRYING SYNTHETIC RUBBER SEALING COMPOUND WITH MIN. - IMUM 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 MAN- UFACTURER'S WRITTEN INSTRUCTIONS PRIOR TO INSTALLATION. DIVISION 8 - WOOD & HOLLOW METAL DOORS & FRAMES 1. PROVIDE "TIMELY" KNOCKDOWN DOOR FRAMES AT ALL G.C. PROVIDED DOORS, FREE FROM SCALE AND PITTING AND OTHER SURFACE DEFECTS, UNLESS OTHERWISE NOTED. 2. PROVIDE HOLLOW METAL DOOR CONSTRUCTED WITH THE FOLLOWING MATERIALS: - MINIMUM 18 GA. FOR FACE SHEETS OF INTERIOR DOORS - 16 GA. FOR EDGE CHANNELS. - MINIMUM 22 GA. FOR FACE STIFFENERS. - MINIMUM 16 GA. FOR INTERIOR FRAMES. - ALL DOORS INTO ONE HOUR CORRIDORS SHALL BE 20- MINUTE RATED ASSEMBLIES WITH GASKETS FOR SMOKE AND DRAFT CONTROL. DOOR AND FRAME SHALL BEAR AN APPROVED LABEL SHOWING THE RATING FOLLOWED BY THE LETTER 'S ", THE NAME OF THE MANUFACTURER, AND THE IDENTIFICATION OF THE LISTING SERVICE. 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; THICK- NESSES 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 MANUFACTURER'S 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 RE- QUIRED FOR A SECURE INSTALLATION AND SHALL BE IN ACCORDANCE WITH TRADE REQUIRE- MENTS 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 MANUFACTURER'S 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 NE- CESSARY USING SHIMS BEFORE FASTENING. LEAVE READY TO RECEIVE SEALANT WHERE IN- DICTATED 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. 12. ACCESS DOORS (PROVIDED BY GENERAL CONTRACTOR): PROVIDE ACCESS DOORS BY MILCOR OR EQUAL. USE STYLE DW AT WALLS AND CEILINGS, (OR AS REQUIRED FOR RATING). SIZE AS INDICATED. FRAME SHALL BE GALVANIZED STEEL DRYWALL BEAD FOR FRAME CONCEALMENT. PANEL SHALL BE 14GA. STEEL WITH SPRINT TYPE CONCEALED HINGES OPENING TO 175 DEGREES. LOCKS SHALL BE FLUSH, SCREWDRIVER OPERATED WITH METAL CAN. PRIME COAT SHALL BE FACTORY APPLIED. COORDINATE INSTALLATION WITH REQUIREMENTS OF OVERHEAD COILING DOOR MANUFACTURER. HARDWARE 1. ALL FINISH HARDWARE FOR COMPLETE WORK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS. QUANTITIES LISTED IN ANY INSTANCE ARE FOR THE CON- TRACTOR'S CONVENIENCE ONLY AND ARE NOT GUARANTEED. ITEMS NOT SPECIFICALLY MENTIONED BUT NECESSARY TO COMPLETE THE WORK FURNISHED, MATCHING IN QUALITY AND FINISHED, THE ITEMS SPECIFIED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER OPERATION AND FITTING OF HARDWARE IN LOCATIONS SPECIFIED. THE CONTRACTOR MUST SUPPLY A ROOM UNDER LOCK AND KEY TO STORE ALL FINISH HARDWARE UNTIL INSTALLATION IS MADE. THE HARDWARE SUPPLIER MUST MARK EACH ITEM OF HARDWARE AS TO DESCRIPTION AND LOCATION OF INSTALLATION IN ACCORDANCE WITH APPROVED HARDWARE SCHEDULE. EXPOSED SURFACES OF HARDWARE SHALL BE COVERED AND WELL PROTECTED DURING INSTALLATION, SO AS TO AVOID DAMAGE TO FINISHES. 3. PROVIDE HARDWARE FOR FIRE -RATED OPENINGS IN COMPLIANCE WITH REQUIREMENTS OF NFPA 80. 5. HARDWARE FINISH SHALL BE SATIN CHROME #626, U.N.O. THIS REQUIREMENT TAKES PRECEDENCE OVER OTHER REQUIREMENTS FOR SUCH HARDWARE. FURNISH AND FINISH HARDWARE, CYLINDERS AND KEYS: "SCHLAGE" SEVEN PIN ROD. EACH ITEM OF HARDWARE SHALL BE PACKAGED SEPARATELY WITH ALL NECESSARY SCREWS, BOLTS, TAMPINS, KEYS AND INSTALLATION TEMPLATES. DELIVER PACKAGES, CLEARLY IDENTIFIED, WITH HEADING NUMBER AS APPROVED ON HARDWARE SCHEDULE. 8. INSTALL EACH HARDWARE ITEM IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS AND LOCATE IN ACCORDANCE WITH DhI RECOMMENDED LOCATIONS. SET ITEMS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE, AS NECESSARY, FOR A SECURE INSTALLATION. SPACE FASTENERS AND ANCHORAGE AS INDICATED OR IN ACCORDANCE WITH INDUSTRY STANDARDS. 9. MAKE FINAL ADJUSTMENT AND CHECK OF HARDWARE DURING THE WEEK IMMEDIATELY PRIOR TO ACCEPTANCE. CLEAN AND RELUBRICATE OPERATING ITEMS AS NECESSARY, TO RESTORE PROPER FUNCTIONING AND FINISH OF HARDWARE AND DOORS. MAKE FINAL ADJUSTMENT OF LOCK SETS AND THE CLOSURES TO COMPENSATE FOR OPERATION OF HEATING AND VENTILATION SYSTEMS UNDER THE SUPERVISION OF MANUFACTURER'S REPRESENTATIVE. 10. LUBRICATE ALL MOVING PARTS WITH GRAPHITE -TYPE LUBRICANT, UNLESS OTHERWISE RECOMMENDED BY MANUFACTURER. REPLACE ALL HARDWARE WHICH CANNOT BE LUBRICATED AND ADJUSTED TO OPERATE FREELY AND SMOOTHLY. SPECIAL DOOR HARDWARE SECTION FOR SEE'S CANDIES 1. DOORS MUST BE OF HEAVY CONSTRUCTION, HUNG IN A FRAME SUFFICIENTLY STRONG TO AVOID PRYING. HINGES MUST BE EITHER LOCATED WITHIN THE DOORWAY OR THE SCREWS AND BOLTS MUST BE SET IN SUCH A WAY THAT THEY CANNOT BE REMOVED. HINGE PIN SHOULD BE WELDED, FLANGES OR WITH SET SCREWS TO PREVENT REMOVAL. DOOR JAMBS MUST BE OF A STRONG CONSTRUCTION TO PREVENT SPREADING BY A CROWBAR OR AUTOMOBILE JACKS. THE LOCKING BOLT MUST BE AT LEAST ONE (1) INCH INTO THE JAMB FOR PREVENTION OF SPREADING. CYLINDERS SHOULD BE FLUSH OR INSET TO PREVENT "WRENCHING" WITH A 7 -PIN CYLINDER GUARD. 3. ALL MEANS OF INGRESS OF SIXTY (60) SQUARE INCHES OR LARGER MUST BE SCREENED, LOCKED OR GRILLED IN SOME MANNER TO INCLUDE AIR VENTS, MANHOLES, LOADING CHUTES AND ALL OTHER AVENUES THROUGH THE ROOF AND OUTER WALLS. 4. NEVER KEY A JOB WITH PERMANENT KEYING DURING CONSTRUCTION PHASES. LOCKS SHOULD BE PROVIDED WITH CONSTRUCTION CORES AND RE -KEYED BY CORPORATE LOSS PREVENTION OR THE ASSIGNED DISTRICT MANAGER UPON THE COMPLETION OF THE JOB. DIVISION 9 - FINISHES METAL SUPPORT SYSTEM (WALL STUDS) 1. PROVIDE CHANNEL - SHAPED ROLL FORMED SHEET STEEL MEMBERS CONFORMING WITH ASTM C640, HOT DIPPED FINISH WHERE EXPOSED TO MOISTURE NOT LESS THAN 20 GAUGE. 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. PROVIDE TIE WIRES OF GALVANIZED ANNEALED WIRES NOT LESS THAN 1.6 GAUGE. 5. PROVIDE GALVANIZED HANGERS OF STEEL WIRE IN ACCORDANCE WITH ASTM C754. 6. PROVIDE JACK STUDS BETWEEN BOTTOM TRACK AND WINDOW AND /OR RELIEF SILLS BETWEEN LINTELS AND HEADERS IN TOP TRACKS. 7. PROVIDE BLOCKING AND FRAMING FOR ALL WALL MOUNTED FINISH HARDWARE AND EQUIP- MENT, INCLUDING DOOR STOPS. 8. PROVIDE CEILING SEISMIC BRACING IN ACCORDANCE WITH REQUIREMENTS OF APPLICABLE CODES AND AS INDICATED ON DRAWINGS. 9. PROVIDE DOUBLE BEAD TO BUTYL SEALANT AT FLOOR TRACKS. APPLY DOUBLE BEAD TO CEILING TRACK AND TO STUDS ABUTTING OTHER CONSTRUCTION. 10. PROVIDE CHANNEL SHAPED BLOCKING SUPPORT OR GALVANIZED STRIP SUPPORT OF WALL -HUNG CABINETS, EQUIPMENT, FIXTURES AND ACCESSORIES OF NOT LESS THAN 22 GA. MATERIAL. PRO - VIDE SUPPORT IN WALL OR PARTITION FRAMING SYSTEM WHEREVER WALL HUNG CABINETS AND EQUIPMENT ARE INDICATED ON DRAWINGS. AND WHERE REQUIRED FOR MOUNTING OF MISCEL- ANEOUS ITEMS REQUIRING BACKING. 11. 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. 12. ERECT ALL COMPONENTS FOR CEILING AND SOFFIT FRAMING IN ACCURATE LOCATIONS AS INDICATED, TRUE TO LINE, LEVEL AND PLUMB, AND IN ACCORDANCE WITH APPLICABLE ASTM STANDARDS AS REFERENCED ABOVE, USING A LASER LEVEL ADJUST SUPPORTS, SPANS OR OTHERWISE FOR INSTALLATION WITHIN SPECIFIED TOLERANCES. 13. PROVIDE KICK BRACING IN ACCORDANCE WITH INDUSTRY STANDARDS FOR WALL STUDS, CEIL- ING MEMBERS, DRAFT OR SMOKE STOPS AND CURTAIN WALLS. PAINTING 1. PROVIDE PAINT FINISHES FOR BUILDING AND OTHER SURFACES AS SCHEDULED ON DRAWINGS OR AS SPECIFIED HEREINAFTER INCLUDING SEALING OF CONCRETE FLOOR AT CORRIDOR AND STOCKROOM. NO PAINT FINISH IS REQUIRED ON ITEMS HAVING COMPLETE FACTORY FINISH, EXCEPT AS MAY BE SPECIFIED HEREINAFTER; PUTTY AND /OR SEALANT AT ALUMINUM WIN - DOWS; NON - FERROUS METAL UNLESS SPECIFICALLY MENTIONED IN THE PAINTING SCHEDULE; STAINLESS STEEL; INTERIOR OR EXTERIOR OF EXISTING BUILDING, EXCEPT WHERE ALTERATIONS OCCUR OR WHERE SCHEDULED. PAINT GRILLES AND DIFFUSERS. NO PAINTING IS REQUIRED FOR INSULATING 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 DIFFUSERS, GRILLES, ESCUTCHEONS, REGISTERS, SURFACE HARDWARE, FITTINGS, 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. APPLY NO FINISH MATERIAL UNTIL THE UNSUITABLE SURFACES HAVE BEEN MADE SATISFACTORY. 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 FI- NAL COLOR COAT, UNLESS OTHERWISE RECOMMENDED BY MANUFACTURER'S SPECIFICATIONS. 6. DELIVER ALL PAINT TO JOBSITE IN UNOPENED CONTAINERS BEARING THE MANUFACTURER'S LABEL, AND SHOWING PAINT TYPE, SHEEN AND COLOR. 7. PAINT TYPES USED SHALL BE THOSE SPECIFICALLY RECOMMENDED BY THE MANUFACTURER FOR THE MATERIAL TO WHICH THEY WILL BE APPLIED. PAINTING CONTRACTOR SHALL FOL- LOW MANUFACTURER'S 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 PRIM- ING COAT HAS BEEN APPLIED, THOROUGHLY FILL ALL NAIL HOLES AND OTHER SURFACE IM- PERFECTIONS WITH PUTTY TINTED WITH PRIMER OR STAIN TO MATCH WOOD COLOR. SAND ALL WOODWORK BETWEEN COATS TO A SMOOTH SURFACE. 10. PRIME ALL SURFACES WHICH RECEIVE PAINT PRIOR TO APPLICATION OF FINAL FINISH, IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 11. BACK PRIME ALL EXTERIOR AND INTERIOR WOOD AND TRIM PRIOR TO INSTALLATION. THOR- OUGHLY 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 IMPERFECT- IONS WITH PUTTY AND SAND SMOOTH. 12. AT COMPLETION, TOUCH -UP AND RESTORE FINISH WHERE DAMAGED AND LEAVE ALL SUR- FACES IN GOOD AND CLEAN CONDITION. PROVIDE FOR MULTIPLE SITE VISITS AS REQUIRED FOR TOUCH -UP AND REFINISHING. 13. OTHER PAINT MANUFACTURER'S MAY NOT BE SUBSTITUTED. 14. FINISH INTERIOR SURFACES, AS SCHEDULED ON DRAWINGS, EXCEPT AS MODIFIED AND SUP - PLEMENTED HEREINAFTER AND UPON WRITTEN OWNER APPROVAL. IN GENERAL, USE EGGSHELL SHEEN FOR WALL BOARD SURFACES; SEMI -GLOSS FOR HOLLOW METAL AND WOOD TRIM; AND FLAT FOR DUCTWORK. FLOOR TILE 1. GROUT IS TO BE SPECTRA LOCK #22 MIDNIGHT BLACK TRADITIONAL GROUP "I " BY LATICRETE 2. INSTALL TILE IN AREAS INDICATED FROM LEASELINE TO TRANSITION. USE ADHESIVES AND APPLY ONLY AS RECOMMENDED BY MANUFACTURER AND IN ACCORDANCE WITH INDUSTRY STANDARDS. 3. INSTALLERS MUST BE SPECIALISTS WITH A MINIMUM OF TWO (2) YEARS EXPERIENCE. 4. ALL INSTALLATION SHALL CONFORM TO THE LATEST APPLICABLE TILE COUNCIL OF AMERICA AND ANSI STANDARDS. 5. DO NOT COMMENCE INSTALLATION UNTIL SUBSTRATE HAS BEEN MADE SUITABLE FOR TILE INSTALLATION. REVIEW ALL AREAS TO RECEIVE TILE FLOORING (PRIOR TO SUBMITTING ESTIMATE) TO DETER- MINE THE REQUIRED EXTENT OF SUBFLOOR PREPARATION. o 7. SET AND GROUT TILE WHEN AMBIENT TEMPERATURE IS AT LEAST 50 AND RISING. ALIGN ALL JOINTS AND CORNERS. 8. CLEAN METAL AND WOOD SURFACES 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 MECH- ANICAL OR SOLVENT PROCEDURES. 9. INSTALL TILE TO CONCRETE SUBSTRATE PER TCA STANDARD F113 -89 WITH UNIFORMLY SPACED 1/8" JOINTS, TO PATTERN INDICATED IN THE DRAWINGS. OR AS SPECIFIED BY L.L.. VERIFY LAY - OUT AND CUTS WITH PROJECT MANAGER PRIOR . TO COMMENCEMENT OF WORK. CUT TILE AT WALL INTERSECTIONS FOR CONCEALMENT BY BASE WHERE APPLICABLE. VARY MORTAR THICK- NESS, AS NECESSARY, TO ACCOMMODATE VARIATIONS IN THE TILE THICKNESS. 10. CLOSE AREAS IN WHICH TILE IS BEING PLACED TO TRAFFIC AND OTHER WORK. KEEP AREA CLOSED UNTIL TILE IS FIRMLY SET. PROTECT FLOORING FROM DAMAGE. REPLACE DAMAGED TILE AT NO ADDITIONAL COST TO SEE'S CANDIES. 11. INSTALL TILE TO WOOD SURFACES AND ALUMINUM GLAZING CHANNEL AND METAL BASE WITH DOWN CORNING 795 SILICONE BUILDING SEALANT, BEADS AT 6" ON CENTER MAXIMUM. 12. GROUT FLUSH WITH TILE EDGES. WIPE TILES WITH CHEESE CLOTH INSTEAD OF SPONGE. 13. DAMP CURE PER MORTAR AND GROUT MANUFACTURER'S RECOMMENDATIONS. 14. SEAL TILE PER MANUFACTURER'S WRITTEN INSTRUCTIONS WITH SEALER RECOMMENDED FOR THE TILE INSTALLED. RESILIENT BASE GLASS & GLAZING 1. PROVIDE GLASS, GRADE "B ", STYLE #1, TYPE "1 ", QUALITY 03, 1/4" THICK. TEMPERED SEAL WHEN APPLICABLE MUST BE ON LOWER LEFT CORNER OF GLAS INSTALL SUPPLEMENTARY FRAMING,BLOCKING AND BRACING WHERE NECESSARY TO SUSPEND CEILING SYSTEM FIXTURES AND EQUIPMENT AND WHERE SPACING OF STRUCTURAL SUPPORTS EXCEEDS SPECIFIED HANGER SPACING. WHERE DIRECT SUSPENSION OF SUPPLEMENTARY FRAMING FOR SUPPORT OF EQUIPMENT, FIXTURE OR DUCTWORK IS NOT POSSIBLE DUE TO OBSTRUCTIONS, SUPPLEMENTARY FRAMING MAY BE SUSPENDED BY "TRAPEZE" ARRANGEMENT OF HANGER WIRE. SUSPEND LIGHT FIXTURES FROM STRUCTURE BY ATTACHMENT OF ONE HANGER AT EACH CORNER OF THE FIXTURE. FURNISH ADDITIONAL WIRES FOR LIGHTING FIXTURES AND MECHANICAL REGISTERS IN SUSPENDED CEILING. PROVIDE SEISMIC BRACING AS REQUIRED. 8. INSTALL CEILING SUSPENSION SYSTEM IN ACCORDANCE WITH ASTM C636. LOADING OF ANY COMPONENT MAY NOT CAUSE DEFLECTION OF MORE THAN 1/360 OF THE SPAN. USE LASER LIGHT FOR LAYOUT AND LEVELING. INSTALL MAIN RUNNERS 48 INCHES O.C. TIE HANGER WIRES TO MAIN RUNNERS TIGHTLY WITH AT LEAST THREE FULL TURNS. INTERCONNECT MAIN RUNNERS BY LOCKING CROSS TEES 48 INCHES LONG TO FORM 24 INCH BY 48 INCH MODULES. WHEREVER SHOWN ON THE DESIGN PLANS, THESE MODULES SHALL BE DIVIDED BY CROSS TEES 24 INCHES LONG INSTALL PER- PENDICULAR TO THE OTHER CROSS TEES TO FORM 24 INCH BY 24 INCH SECTIONS. PROPER LENGTH LOCKING CROSS TEES SHALL ALSO BE INSTALLED ADJACENT TO ALL SIDES OF RECESSED LIGHT FIXTURES NOT SUPPORTED BY A MAIN RUNNER. . ALL SUSPENDED CEILINGS SHALL BE BRACED TO RESIST LATERAL AND HORIZONTAL MOVEMENT AS REQUIRED BY THE GOVERNING CODES. THE SEE'S CANDY'S G.C. SHALL VERIFY ALL APPLICABLE CODES AND CONFORM. 10. CUT TILES TO MATCH FIELD PATTERN RECESS. ANY ACOUSTICAL CEILING PANELS LESS THAN FULL SIZE SHALL HAVE CUT EDGES TRIMMED TO MATCH FACTORY REGULAR EDGES. SUSPENDED CEILING SHALL HAVE INTERSECT ALL VERTICAL WALLS AT 90° UNLESS OTHERWISE NOTED. 11. UPON COMPLETION OF WORK FOLLOWING INSTALLATION OF SUSPENSION SYSTEMS, DIRTY OR DISCOLORED SURFACES OF SUSPENSION COMPONENTS SHALL BE CLEANED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LEFT FREE FROM DEFECTS. COMPONENTS THAT ARE DAMAGED OR IMPROPERLY INSTALLED BE REMOVED AND REPLACED WITHOUT ADDITIONAL COST TO THE SEE'S CANDIES. 12. LEAVE FOUR, FULL, UNDAMAGED TILES AT JOBSITE, G.C. TO COORDINATE LOCATION WITH TENANT DIVISION 10 - SPECIALTIES TOILET ACCESSORIES NOTE: IN THE EVENT THAT THIS PROJECT. HAS AN EXISTING TOILET ROOM & ACCESSORIES, THE TENANT G.C. SHALL SURVEY & EVALUATE THE AVAILABILITY & CONDITIONS OF ANY TOILET ACCESSORIES, & RE -USE IF POSSIBLE BEFORE SUPPLYING NEW ITEMS. IF THERE ARE NO EXISTING UNITS OR THE UNITS ARE UNSUITABLE, PROVIDE NEW ONES AS SPECIFIED BELOW. TENANT G.C. SHALL PROVIDE ADEQUATE BACKING FOR SECURE INSTALLATION OF ACCESSORIES. ALL ACCESSORIES SHALL BE INSTALLED IN ACCORDANCE WITH ALL GOVERNING NATIONAL, STATE AND LOCAL CODES PERTAINING TO HANDICAP ACCESSIBILITY. ACCESSORIES: SP -1 TOILET PAPER HOLDER: SUPPLIED & INSTALLED BY G.C. 2. REVIEWED FOP CODE COMPLIANCE APDEtfVVD Nov 08 2018 City of Tukwila 13110ING oivhgInki 2. ALL GLASS EDGES SHALL BE GROUND SMOOTH & 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 CONCEALED WHERE INDICATED. 5. PROVIDE RESILIENT NEOPRENE BLOCKS 70 TO 90 SHORE A DUROMETER HARDNESS AND RESILIENT ACCESSORIES DESIGNED FOR POSITIONING GLASS IN RABBETS. 6. PROVIDE CLIPS OF 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 TAPE WHERE REQUIRED. 9. USE SILICONE SEALANT DOW #795 OR GE SILPRUF, COLOR AS SPECIFIED, OR. APPROVED EQUAL. 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 CLEAR- ANCES ARE SUFFICIENT TO PREVENT "POINT LOADING ", AND THAT SURFACES ARE CLEAN, DRY AND READY TO RECEIVE GLAZING MATERIALS. REMOVE ALL PROTECTIVE COATINGS 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. SUSPENDED ACOUSTICAL CEILING 1. SYSTEM COMPONENTS SHALL CONFORM TO ASTM C635 INTERMEDIATE DUTY AND UBC STANDARD 47 -18 INTERMEDIATE DUTY. INSTALLATION OF SYSTEMS SHALL CONFORM TO ASTM C636, WITH A DEFLECTION OF NOT MORE THAN 1/360 OF THE SPAN. FURNISH AND INSTALL ALL LABOR AND MATERIALS FOR COMPLETE ACOUSTICAL CEILING. REVIEW JOB SCHEDULE TO VERIFY INSTALLATION DATES AND MATERIAL AVAILABILITY. 2. COORDINATE ACOUSTICAL SUSPENSION SYSTEM WORK WITH OTHER WORK, SUCH AS CEILING LIGHT FIXTURES AND AIR OUTLETS. PROTECT FINISHED WORK INSTALLED BEFORE INSTALLATION OF ACOUSTICAL SUSPENSION SYSTEM. REPLACE WORK DAMAGED BY WORK UNDER THIS SECTION. THE TENANT G.C. SHALL MAINTAIN FIRE AND SMOKE RATINGS AS REQUIRED BY CODES AND LANDLORD'S SPECIFICATIONS AND REGULATIONS. 3. ALL LOCKING CROSS TEES SUPPORTING OTHER CROSS TEES SHALL CONFORM TO THE SAME CLASSIFICATION AS THE MAIN RUNNERS. MAIN RUNNERS AND CROSS TEES. SHALL BE COLD ROLLED ELECTRO- GALVANIZED STEEL WALL ANGLE MOLDINGS SHALL BE COLD ROLLED ELECTRO- GALVANIZED STEEL. CORNERS SHALL BE MANUFACTURER'S PREFABRICATED INSIDE AND OUTSIDE CORNER MOLDINGS. 4. FINISH SHALL BE BAKED ENAMEL IN SELECTED COLOR. 5. HANGER WIRE SHALL BE 12 GAUGE GALVANIZED STEEL WIRE CONFORMING TO FS QQ -W -461, TYPE I. 6. INSPECT LOCATIONS TO RECEIVE WORK AND CHECK THE EXISTING DIMENSIONS. ASCERTAIN BEFORE PROCEEDING WITH WORK THAT ALL REQUIRED INSPECTIONS HAVE BEEN MADE. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF RESPONSIBILITY RELATED TO GUARANTEE REQUIREMENTS. THE BUILDING SHALL BE EXAMINED BEFORE BEGINNING WORK TO DETERMINE THAT IT IS PRO - PERLY ENCLOSED AND THE STRUCTURE IS IN PROPER CONDITION TO RECEIVE ACOUSTICAL MA- TERIALS. THE AREA SHALL BE BROOM CLEANED AND UNINTERRUPTED FOR FREE MOVEMENT OF SCAFFOLD- ING. SCAFFOLDING SHALL BE OF A TYPE THAT WILL NOT SCAR OR MAR FLOOR SURFACES AND WILL NOT DAMAGE OTHER CONSTRUCTION. WORK NOT TO PROCEED UNTIL SATISFACTORY CON - DITIONS DESCRIBED ABOVE PRESIDE. 7. ATTACH HANGER WIRE TO SOUND, SECURE STRUCTURAL MEMBERS CAPABLE OF CARRYING THE NEW LOAD WITHOUT DEFLECTION. WRAP, BOLT OR CLIP WIRE HANGERS TO STRUCTURAL STEEL MEMBERS, OR INSTALL DROP CLIPS ON STRUCTURAL STEEL MEMBERS AND TIE WIRE HANGERS TO DROP CLIPS. SP -2 SP -3 SP -4 SP -5 SP -6 MIRROR: 24' X 36" CLEAR TEMP. PLATE GLASS MIRROR W/ CHROME J -MOLD BY G.C. GRAB BARS: SUPPLIED & INSTALLED BY G.C. PAPER TOWEL DISPENSER: SUPPLIED SEE'S & INSTALLED BY G.C. TRASH CONTAINER: SUPPLIED & INSTALLED BY SEE'S CANDIES. SOAP DISPENSOR SEES CANDIES SUPLLIED AND G.C. INSTALLED INSTALLATION: DELIVER INSERTS AND ROUGH -IN FRAMES TO JOBSITE AT APPROPRIATE TIME FOR BUILDING IN. FASTENINGS: FURNISH TOILET ACCESSORIES TO COMPLETE WITH ALL REQUIRED MOUNTING DEVICES, FASTENINGS, AND ACCESSORIES AS REQUIRED FOR A FINISHED INSTALLATION, PRO- PERLY PACKAGED AND TAGGED FOR READY IDENTIFICATION. FASTEN ALL ITEMS WITH SCREWS OR BOLTS EXTENDING AT LEAST 1" INTO SOLID BACKING IF NO OTHER FASTENING IS SPEC- IFIED. 3. INSTALLATION OF TOILET ACCESSORIES SHALL BE IN ACCORDANCE WITH THE DRAWINGS, RE- VIEWED SHOP DRAWINGS, AND THE MANUFACTURER'S INSTALLATIONS AND RECOMMENDATIONS. 4. TENANT G.C. SHALL SUPPLY & INSTALL ADEQUATE BACKING FOR SECURE INSTALLATION OF ALL ACCESSORIES. MOUNTING: . LOCATIONS AND HEIGHTS, SHALL BE AS SHOWN ON DRAWINGS AND IN CONFORMANCE WITH 'HANDICAP' ORDINANCES. SIGNS . EXTERIOR SUPPLIED AND INSTALLED BY SEE'S SIGN SUBCONTRACTOR. INTERIOR - ARTWORK AND FIXTURE SIGNAGE SUPPLIED BY SEE'S CANDIES AND INSTALLED BY G.C.. GENERAL NOTES REGISTERED ARC' , Tarr I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Number WASHINGTON 7371 Dote This drawing is and will remain the property of the architects and any reproduction or use for any but the specifically agreed upon purposes, without the prior written consent of the architects, is strictly prohibited. Information contained in these drawings was prepared for the specific site listed below. Use of these drawings for any other location or project Is strictly prohibited without prior written consent of the architects. MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608 - 785 -2760 FAX: 608- 785 -2750 E -mail: affice©mba- architects.com DEVELOPER'S SPACE NO. SUITE #108 CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 400 ALLAN STREET DALY CITY, CA., 94014 PH: 415/ 405 -7965 FAX: 415/ 586 -8557 TIM KIRCHER CLIENT CONTACT (415) 405 -7965 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785 -2760 1. SPRINKLER SYSTEM TO BE APPROVED BY THE FIRE DEPARTMENT PRIOR TO FABRICATION. 2. METAL FRAMING STUDS TO BE "FRAMEMAX" BRAND METAL STUDS TO MEET ESR -1229 / APPROVED EQUAL. STUDS TO DECK /SLAB ATTACHMENT TO USE "HILTI" BRAND POWDER ACTUATED FASTNERS: X -GN PINS FOR CONCRETE TO MEET ESR -1752 OR APPROVED EQUAL. 3. PRIOR TO FABRICATION AND INSTALLATION OF EXTERIOR SIGNS, SIGN SUB - CONTRACTOR TO SUBMIT SIGN SHOP DRAWINGS TO PLANNING AND BUILDING DIVISIONS FOR REVIEW AND REQUIRED SIGN PERMIT. AWNING CONTRACTOR TO SUBMIT SEPARATELY TO OWNER / CITY. 4. THE TENANT'S HVAC SYSTEM MUST PROVIDE CONDENSATE PIPING FROM THE FAN COIL UNIT AND CONNECT IT TO A POINT ABOVE THE MOP SINK IN THE TENANT'S SPACE. 5. HANDICAPPED ACCESS: A. RECEPTACLE OUTLETS SHALL BE INSTALLED AT +15" TO +48" A.F.F. B. CENTER OF ELECT. SWITCHES TO BE LOCATED BETWEEN +36" & +48 ". C. PROVIDE MIN. 36" CLEAR ACCESS TO ALL AREAS. 6. FLAME SPREAD CLASSIFICATION REQUIREMENTS: A. MALL AREA WALLS AND CEILING FINISHES SHALL BE TYPE B, NON - COMBUSTIBLE CONSTRUCTION B. TENANT AREA WALLS AND CEILING FINISHES SHALL BE TYPE C, NON- COMBUSTIBLE CONSTRUCTION 7. SECURITY GRILLES AND DOORS SHALL COMPLY WITH APPLICABLE BUILDING CODE. 8. STOREFRONT GLAZING SHALL BE FIRMLY SUPPORTED ON FOUR (4) EDGES BY KAWNEER ALUM. GLASS STOP ASSEMBLY OR PAINTED 1/2 ROUND WOOD STOPS NAILED DIRECTLY INTO INTO PLYWOOD SUBSTRATE. ALL GLASS JOINTS TO BE MITERED. 9. FINISH MATERIALS SHALL BE APPLIED DIRECTLY AGAINST FIRE RATED WALLS OR TO FURRING STRIPS NOT EXCEEDING 1 -3/4" APPLIED DIRECTLY AGAINST SUCH SURFACE. THE INTERVENING SPACES BETWEEN SUCH FURRING STRIPS SHALL BE FILLED WITH INORGANIC OR CLASS A MATERIAL. l n-2 RECEIV D CITY OF TUKWILA OCT 2 5 Z010 PERMIT CENTER c date L 0 • CO 0 0 '-Eo E ..b.0 o N o a - a0 > comments CLIENT REVIEW BID / PERMIT 10/07/10 0 10/13/10 0 0 0 0 0 drawn by: KJO checked by: TRB THIS SHEET CONTAINS: SPECIFICATIONS SD 2 ARCHITECT'S COMMISSION NUMBER 10 725.069 SEE'S CANDIES SPECIFICATIONS 1 FRAMING: A. METAL FRAMING: METAL STUDS SHALL BE A MINIMUM OF 20 GAUGE. B. WOOD FRAMING: BLOCKING AND FURRING AS REQUIRED AND AS SHOWN ON PLANS: FIRE RETARDANT TREATED WOOD (AS REQUIRED BY LOCAL JURISDICTION). 2. FINISH CARPENTRY: A. INTERIOR MALL TRIM: POPLAR PAINTED, TYPICAL ALL CASINGS, TRIM, 1/4 ROUND ETC. SAND, SEAL AND PAINT TO A SMOOTH FINISH WITH NO VISIBLE JOINTS. B. PLYWOOD: ALL PLYWOOD PANELING TO BE 3/4" 'N' GRADE BIRCH. ALL EXTERIOR FINISH WOODWORK SHALL BE INSTALLED WITH BOX NAILS LENGTH AS APPROPRIATE, COUNTERSUNK AND FILLED. FILL ALL FLUSH JOINTS, TOOL MARKS AND OTHER IMPERFECTIONS AND SAND SMOOTH, (PLYWOOD TO BE FIRE RETARDANT TREATED IF REQUIRED BY LOCAL CODE). A MINIMUM BIRCH VENEER, GRADE N, SHALL BE USED FOR ALL WOODWORK. SUBSTITUTIONS MUST BE FIRST APPROVED BY SEE'S. C. STOREFRONT CROWN MOLDING SHALL BE #3270 AS PROVIDED BY AURA HARDWOODS OR #SL /290 AS PROVIDED BY HOUSE OF MOLDINGS. D. CAULKING: ALL JOINTS BETWEEN CABINETS, WALLS, SHELVES, ETC., SHALL BE CAULKED. THERE SHALL BE NO OPEN JOINTS IN STORE. ALL CAULKING MATERIAL SHALL BE WHITE NON- YELLOWING 100% SILICONE. ALL BACKING SHALL BE POLYURETHANE FOAM. CAULKING SHALL BE TOOLED TO ASSUME COMPLETE WETTING ACTION OF SEALANT TO JOINT FACES AND A SMOOTH EVEN SURFACE. AT COMPLETION OF ALL CAULKING WORK, THE CONTRACTOR SHALL REMOVE ALL SURPLUS CAULKING MATERIAL FROM ALL SURFACES. E. CAULKING AT THE NEUTRAL STRIP SHALL MATCH THE BLACK LAMINATE. 3. GYPSUM BOARD: A. WALLS: 5/8" TYPE 'X' GYPSUM BOARD ON METAL STUDS, SPACED AT 16" O.C. B. RESTROOM. CEILING AND SALES AREA SOFFITS: 5/8" TYPE 'X' GYPSUM BOARD. C. RESTROOM AND ALL SINK LOCATION WALLS: 5/8" TYPE 'X' M.R. (MOISTURE RESISTANT) GYPSUM BOARD. D. ALL TAPING, FILLING AND SANDING TO ENAMEL PAINT SMOOTH FINISH, AND, SUBJECT TO SEE'S CANDIES' APPROVAL. 4. STOREFRONT ALUMINUM: A. DISPLAY WINDOW FRAME SHALL BE KAWNEER GLASS STOP ASSEMBLIES WITH FINISHES AS SPECIFIED BY SEE'S. ALL ALUMINUM STOREFRONT FRAMES WILL BE SUPPLIED BY SEE'S BASED ON DIMENSIONS AS VERIFIED IN THE FIELD BY THE CONTRACTOR. B. DISPLAY WINDOW SASH SHALL BE KAWNEER 69 -253 IN WHITE UNLESS PLANS REFERENCE A DIFFERENT SYSTEM. C. GLASS STOP ASSEMBLIES FOR HEAVY GLASS TO BE KAWNEER "TRI -FAB." D. ANY QUESTIONS CONCERNING DISPLAY AND MALL FRONT WINDOW SHALL BE DIRECTED TO THE SEE'S PROJECT MANAGER. 5. STOREFRONT TILE: GROUTING: A. GROUT AT STOREFRONT BASE (BLACK TILES) IS TO BE CUSTOM BUILDING PRODUCTS PRISM SURECOLOR GROUT, #60 CHARCOAL B. GROUT AT STOREFRONT (WHITE TILES) IS TO BE CUSTOM BUILDING PRODUCTS PRISM SURECOLOR GROUT, #381 BRIGHT WHITE. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADVISING SEE'S OF THE PROPER QUANTITIES NEEDED TO COMPLETE THE PROJECT (ALL TILE TO BE SUPPLIED BY SEE'S). D. ALL FIELD TILE SHALL BE 6" X 6" POLAR WHITE (05) OR 6" X 6" GLOSS BLACK (49) AS MANUFACTURED BY AMERICA OLEAN. TRIM TILES SHALL BE PER THE BLUEPRINTS. E. ALL BASE TILE SHALL BE 6" X 6" GLOSS BLACK (49) AS MANUFACTURED BY AMERICAN OLEAN. F. CROWN MOLDING CORNICE CAP #10 AND CAP #11 (ONLY WHEN REQUIRED) SHALL BE ULTRA WHITE (F -100) AS MANUFACTURED BY WESTMINSTER CERAMICS OF BAKERSFIELD. SEE BLUEPRINTS FOR INSTALLATION DETAILS. G. ALL GROUT COLOR SHALL MATCH THE ADJACENT TILE. H. ALL INSTALLATIONS SHALL BE PER THE BLUEPRINTS AND PER ACCEPTABLE TILE COUNCIL OF AMERICA (TCA) INSTALLATION STANDARDS. 6. STOREFRONT/TILE: INSTALLATION FRAMING: A. FRAMEWORK SHALL MEET THE MINIMUM REQUIREMENTS OF ANSI A108, SECTION A -3. B. FRAMEWORK MEMBERS SHALL BE STRAIGHT, PLUMB OR LEVEL, OF UNIFORM DIMENSION AND ALIGNED TO PROVIDE SQUARE CORNERS. MAXIMUM VARIATION FROM REQUIRED PLANE SHALL BE 1/8" IN 8 FEET FOR FLOOR JOISTS, WALL STUDS AND CEILING JOISTS. C. SUPPORT FRAMING SHALL BE DESIGNED FOR A MAXIMUM ALLOWABLE ASSEMBLY DEFLECTION OF L/360 UNDER ALL INTENDED LIVE LOADS. D. FRAMING MEMBERS SHALL BE SPACED A MAXIMUM OF 16" ON CENTER. SUBSTRATE /CEMENTUOUS BACKER: A. APPLY CEMENTUOUS BACKER UNITS TO FRAMING WITH LONG DIMENSION ACROSS FRAMING. CENTER END OR EDGE JOINTS ON FRAMING AND STAGGER JOINTS IN ADJACENT ROWS. SPACE ENDS AND EDGES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. FASTEN TO WOOD OR STEEL FRAMING PLACING NAILS OR SCREWS A MAXIMUM OF 8" O.C. IN THE FIELD AND 6" ON THE SEAMS. PROVIDE ADDITIONAL BLOCKING WHERE REQUIRED TO PERMIT PROPER ATTACHMENT. EDGES OR ENDS OF UNIT PARALLEL TO FRAMING SHALL BE CONTINUOUSLY SUPPORTED. C. HOLD CBU FIRMLY IN CONTACT WITH FRAMING WHILE DRIVING FASTENERS. DO NOT OVERDRIVE SCREWS AND REPLACE ANY SCREWS THAT ARE STRIPPED. WHERE CBU JOINTS MEET ON STEEL FRAMING MEMBERS, ATTACH CBU TO WEB SIDE OF FLANGE FIRST. JOINT TREATMENT: A. FILL ALL JOINTS AND CORNERS OF CEMENTUOUS BACKER UNITS WITH TILE SETTING MATERIAL AND TAPE ACCORDING TO MANUFACTURER'S REQUIREMENTS TO PROVIDE A SMOOTH FINISH. TILE: A. INSTALL TILE IN AREAS INDICATED FROM LEASELINE TO TRANSITION. USE ADHESIVES AND APPLY ONLY AS RECOMMENDED BY MANUFACTURER AND IN ACCORDANCE WITH INDUSTRY STANDARDS, AND SEE'S SPECIFICATIONS. B. INSTALLERS MUST BE SPECIALISTS WITH A MINIMUM OF FIVE (5) YEARS EXPERIENCE. C. ALL INSTALLATION SHALL CONFORM TO THE LATEST APPLICABLE TILE COUNCIL OF AMERICA AND ANSI STANDARDS. D. DO NOT COMMENCE INSTALLATION UNTIL SUBSTRATE HAS BEEN MADE SUITABLE FOR TILE INSTALLATION. E. REVIEW ALL AREAS TO RECEIVE TILE PRIOR TO SUBMITTING ESTIMATE TO DETERMINE THE REQUIRED EXTENT OF SUBSTRATE PREPARATION. F. SET AND GROUT TILE WHEN AMBIENT TEMPERATURE IS AS LEAST 50' AND RISING. ALIGN ALL JOINTS AND CORNERS. G. CLEAN METAL AND WOOD SURFACES 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. H. INSTALL TILE TO CONCRETE SUBSTRATE PER TCA STANDARD'S F113 -89 WITH UNIFORMLY SPACE 1/8" JOINTS, TO PATTERN INDICATED IN THE DRAWINGS, OR AS SPECIFIED BY SEE'S CANDIES. 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 VARIATIONS IN TILE THICKNESS. I. CLOSE AREAS IN WHICH TILE IS BEING PLACED TO TRAFFIC AND OTHER WORK. KEEP AREA CLOSED UNTIL TILE IS FIRMLY SET. PROTECT TILE WORK FROM DAMAGE. REPLACE DAMAGED TILE AT NO ADDITIONAL COST TO SEE'S CANDIES. J. INSTALL TILE TO WOOD SURFACES AND ALUMINUM GLAZING CHANNEL AND METAL BASE WITH DOW CORNING 795 SILICONE BUILDING SEALANT, BEADS AT 7" ON CENTER MAXIMUM. K. GROUT SHALL BE FLUSH WITH EDGES OF THE TILE. WIPE INSTEAD OF SPONGE. L. DAMP CURE MORTAR AND GROUT PER MANUFACTURER'S M. SEAL TILE PER MANUFACTURER'S WRITTEN INSTRUCTIONS FOR THE TILE INSTALLED. DOUBLE SEAL ALL JOINTS. TILES WITH CHEESECLOTH RECOMMENDATIONS. WITH SEALER RECOMMENDED 7. DOORS: A. ROLL -UP GRILLE TO BE "ALUMATEK, INC." WITH FINISHES AS SPECIFIED BY SEE'S AND WITH LEXAN INSERTS BETWEEN GRILLE SLATS. GRILLE AND HARDWARE TO BE ENGINEERED, SUPPLIED AND INSTALLED BY MANUFACTURER AS DIRECTED BY GENERAL CONTRACTOR, AND INCLUDES WHITE POWDER - COATED BOTTOM AND FOOT BAR. B. HARDWARE SHALL BE OPENABLE FROM INSIDE WITHOUT KEY OR SPECIAL KNOWLEDGE. DOORS TO BE PROVIDED WITH SIGN STATING "THIS DOOR TO REMAIN OPEN DURING BUSINESS HOURS" WITH 1" HIGH LETTERS WITH CONTRASTING BACKGROUND. SEE PLANS FOR REQUIRED ELECTRICAL WIRING AND LOCATION OF KEY SWITCHES AND /OR PUSH BUTTON CONTROLS. C. ANY QUESTIONS CONCERNING GRILLES AND PRICING SHALL BE DIRECTED TO SEE'S CANDIES PROJECT MANAGER. D. INTERIOR DOORS: WOOD DOORS SHALL BE 1 -3/4" THICK SOLID CORE, 3' -0" IN WIDTH BY 6' -8" IN HEIGHT (UNLESS OTHERWISE NOTED ON PLANS): PAINT GRADE BIRCH OR AS NOTED WITH WHITE/ BLACK TIMELY KNOCK DOWN METAL FRAME. E. INTERIOR DOORS: METAL DOORS SHALL BE 1 -3/4 ", 3' -0" IN WIDTH BY 6' -8" IN HEIGHT (UNLESS OTHERWISE NOTED ON PLANS): 14 GAUGE METAL WILL BE THE ACCEPTABLE MINIMUM. (USE A MINIMUM OF 20 GAUGE STEEL STUDS ON DOOR OPENINGS) WITH A WHITE TIMELY KNOCK DOWN METAL FRAME. F. FIRE RATED CORRIDOR DOORS SHALL BE 20- MINUTE MINIMUM (SUBJECT TO LOCAL REQUIREMENTS) METAL DOORS WITH SMOKE GASKET AND METAL FRAME. G. INTERIOR DOUBLE- ACTING DOOR SHALL BE A WHITE EASY SWING MODEL #LWD4 AS MANUFACTURED BY ELIASON (PROVIDED BY SEE'S CANDIES). H. STOREFRONT SWING -TYPE ENTRY DOORS SHALL BE KAWNEER ALUMINUM ENTRANCE "500" WIDE STYLE, WITH OPTIONAL 34" SQUARE GLASS STOPS; POWDER - COATED WHITE CONCEALED DOOR CLOSERS, AND OFFSET C -STYLE BLACK VINYL PUSH /PULL HANDLES. DOOR CLOSURE MECHANISM TO INCLUDE HOLD -OPEN OPTION AT 90'. I. SLIDING ENTRY DOORS SHALL BE KAWNEER SLIDING MALL FRONT #1010 WITH INTERLOCK AND RECESSED FLOOR TRACK. J. SEE'S CANDIES SHALL PROVIDE WHITE KAWNEER ENTRY DOORS. 8. STOREFRONT GLASS: (OTHER THAN SLIDING STOREFRONT DOORS, TO BE BY G.C.) A. 1/4" CLEAR POLISHED PLATE. ALL GLASS SHALL BE TEMPERED OR LAMINATED SAFETY GLASS AS APPLICABLE. B. ALL VERTICAL CORNERS OF SHOW WINDOWS SHALL BE MITERED AND SEALED WITH CLEAR SILICONE. C. ALL GLASS SHALL BE SET ON RUBBER OR VINYL SETTING BLOCKS. D. ALL GLASS SHALL BE SMOKE GASKETED. (SILICON WILL NOT BE ACCEPTED IN PLACE OF GASKET.) E. FACETED GLASS SHALL BE 3/4" BEVEL EXPOSED ON ALL FOUR EDGES OF EACH PIECE BUTTED TOGETHER. F. WINDOW VINYL SHALL BE 3M BRAND SCOTCH CAL PLUS SERIES #3650 -12 BLACK (AS REQUIRED ON PLAN SET) 9. HARDWARE: A. ALL HARDWARE TO HAVE SATIN, CHROMIUM 626 FINISH. B. PROVIDE SEE'S CANDIES WITH 2 KEYS FOR EACH LOCKSET UPON TURNOVER. C. ALL DOORS WITH EXPOSED DOOR CLOSERS TO HAVE NORTON 1601BF DOOR CLOSERS AS MANUFACTURED BY NORTON D. DOOR BETWEEN SALES AND WORKROOM- SIMPLEX MECHANICAL DOOR LOCK MODEL # 5021XD- WL -26D41 E. ALL LATCH SETS AND LOCKS AS MANUFACTURED BY SCHLAGE "D" SERIES, LEVON. FUNCTIONS: 1. DOOR AT TOILET - A405 F. ALARM LOCK SET AS MANUFACTURED BY ALARM LOCK SYSTEMS INC. 1. DOOR DOOR AT CORRIDOR - ALARM LOCK #250x28 WITH RIM CYLINDER CERKA -12345 G. BUTT HINGES: STANLEY, 5055 OR MCKINLEY, SATIN CHROME FINISH. H. ALL DOORS TO HAVE DOORSTOPS FOR THE PROTECTION OF WALLS AND DOORS. 10. SIGNS: A. ALL SIGNS TO BE SUPPLIED AND INSTALLED BY SEE'S CANDIES. ANY SIGN QUESTIONS SHALL BE DIRECTED TO SEE'S PROJECT MANAGER. B. PRIOR TO FABRICATION AND INSTALLATION OF EXTERIOR SIGNS, SIGN CONTRACTOR TO OBTAIN REQUIRED SIGN PERMITS FROM THE CITY PLANNING AND BUILDING DIVISION. C. DRAWINGS TO BE PROVIDED BY SIGN CONTRACTOR AND APPROVED BY SEE'S CANDIES AND LANDLORD. D. GENERAL CONTRACTOR IS TO COORDINATE THE LAYOUT AND INSTALLATION OF THE SIGN WITH THE SIGN CONTRACTOR. 11. CABINETS AND TRADE FIXTURES: A. CABINETS AND TRADE FIXTURES SHALL BE SUPPLIED BY SEE'S CANDIES AND INSTALLED BY CONTRACTOR. (SEE SEE'S SUPPLIED ITEMS FOR THE LIST) B. ANY CABINETRY QUESTIONS SHALL BE DIRECTED TO SEE'S PROJECT MANAGER. C. THE CONTRACTOR SHALL CAULK ALL JOINTS BETWEEN CABINETS, WALLS, SHELVES, ETC. THERE WILL BE NO OPEN JOINTS IN THE STORE. D. ALL CAULKING SHALL BE TOOLED TO ASSURE COMPLETE WETTING ACTION OF SEALANT TO JOINT FACES AND A SMOOTH, EVEN SURFACE. E. THE SILICONE SHALL BE DOW CORNING 999A OR A SEE'S CANDIES APPROVED EQUAL. F. WHITE SEAM FILL SHALL BE USED AT LAMINATE JOINTS. 12. PLEXIGLASS: A. GLOSS BLACK PLEXIGLASS (IF SHOWN) TO BE ROHM -HAAS, 3/16: #2025. B. WHITE PLEXIGLASS TO BE ROHM -HAAS, 3/16: #7328. C. MATTE BLACK PLEXIGLASS, IF SHOWN, SHALL BE 3/16: #P95 2025. 13. PLASTIC LAMINATE: A. DISPLAY WINDOW PLASTIC LAMINATE SHALL BE STANDARD - GRADE, HIGH GLOSS WHITE (90), #949, AS MANUFACTURED BY FORMICA CORPORATION. B. MALL FRONT BLACK PLASTIC LAMINATE, IF SHOWN, SHALL BE STANDARD. MATTE (58), FINISH #909, AS MANUFACTURED. BY FORMICA CORPORATION. C. DISPLAY WINDOW TABLETOP WILL BE BLACK POLISHED (90) LAMINATE. D. ALL PLASTIC LAMINATE SHALL BE INSTALLED PER MANUFACTURE'S RECOMMENDATIONS. E. ALL BASE MATERIAL TO RECEIVE PLASTIC LAMINATE SHALL BE 3/4" BIRCH VENEER GRADE N, SMOOTH AND FREE OF KNOTS, HOLES AND OTHER IMPERFECTIONS THAT MAY SHOW UP AS BUMPS, RIDGES OR RIPPLES AFTER THE LAMINATE HAS BEEN INSTALLED. 14. PAINTING: A. GYPSUM BOARD 1. SURFACE PREPARATION: SURFACES MUST BE CLEAN AND DRY. JOINTS SHALL BE PROPERLY TAPED, FILLED DRIED AND SANDED TO A LEVEL, UNIFORM SURFACE. CRACKS, GOUGES, NAIL HOLES AND OTHER IMPERFECTIONS SHALL BE FILLED WITH SPACKLING COMPOUND OR PATCHING PLASTER. PATCHED AREAS SHALL BE SANDED BEFORE FINISHING. SAND LIGHTLY BETWEEN ALL COATS. 2. PRIME COAT: APPROPRIATE UNDERBODY AS SPECIFIED BY MFR. OF "SEE'S WHITE" SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURE'S DIRECTIONS. 3. AVOID APPLICATION OF SEALER COAT AT TEMPERATURES BELOW 50 DEGREES FAHRENHEIT, OR WHERE STRONG DRAFTS OF AIR WILL BLOW ACROSS THE SURFACE WHILE DRYING. 4. FIRST COAT: TO BE "SEE'S WHITE" AS SUPPLIED BY SEE'S CANDIES AND SHALL BE APPLIED WITH A FINE NAP ROLLER TO PRODUCE A VERY FINE UNIFORM TEXTURE ON THE SURFACE. NOTE: ANY IMPERFECTIONS REVEALED AFTER PRIME OR FIRST COAT WILL BE ELIMINATED PRIOR TO APPLICATION OF SECOND COAT. 5. SECOND COAT: TO BE "SEE'S WHITE" AS SUPPLIED BY SEE'S CANDIES. SALES AREA TO HAVE A SMOOTH EVEN FINISH. B. WOODWORK: 1. SURFACE PREPARATION: SURFACES MUST BE CLEAN AND DRY. SEAL KNOTS, SAP STREAKS AND PITCH WITH SHELLAC. SAND NEW OR UNFINISHED WOOD AS REQUIRED. NAIL HOLES, CRACKS, AND SEAMS SHALL BE FILLED. WHEN USING PUTTY TO FILL, APPLY IT AFTER THE FIRST COAT HAS DRIED. WHEN USING PLASTIC WOOD FILLER, APPLY AND SMOOTH PRIOR TO APPLICATION OF THE FIRST COAT OF PAINT. 2. PRIME ALL SURFACES THAT WILL RECEIVE PAINT PRIOR TO APPLICATION OF "SEE'S WHITE" IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS. 3. FIRST COAT: "SEE'S WHITE" AS SUPPLIED BY SEE'S CANDIES. SHALL BE SPRAYED IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. (IF CONDITIONS DON'T ALLOW, CONTACT SEE'S PROJECT MANAGER). 4. FINISH COAT: "SEE'S WHITE" AS SUPPLIED BY SEE'S CANDIES. (ONE OR TWO COATS AS DIRECTED BY OWNER.) FINISH COATS SHALL BE APPLIED AS IN PARAGRAPH B3 ABOVE. C. PAINT: SEE'S CANDIES TO SUPPLY COLOR COAT PAINT ONLY. BENJAMIN MOORE WATERBORNE HIGH GLOSS ACRYLIC. GC TO SUPPLY WOOD SEALERS, PRIMERS, ETC. COMPATIBLE WITH SEE'S SUPPLIED PAINTS. PROVIDE LOW ODOR PRODUCTS AS REQUIRED BY LOCAL JURISDICTIONS. D. FIRE- RETARDANT PRIMER: ALL EXPOSED WOOD TO HAVE FIRE - RETARDANT PRIMER, SHERWIN- WILLIAMS "FLAME CONTROL" NO. 2020 ON ALL SURFACES PRIOR TO FINISH PAINTING. SUPPLIED BY GC. (ONLY IF REQUIRED BY LOCAL JURISDICTION). 15. FLOORING: A. SUB FLOOR SHALL BE FLOATED SMOOTH FOR ALL FLOORING MATERIAL CHANGES. PRIOR TO FLOATING THE FLOOR WITH EITHER "ARDEX" OR "QUICKCRETE" THE SURFACE MUST BE SOUND, CLEAN AND FREE OF OIL, GREASE, WAX, DIRT, ASPHALT, CURING COMPOUNDS, LATEX AND GYPSUM COMPOUNDS, DUST, PAINT OR ANY CONTAMINATE WHICH MIGHT ACT AS A BOND BREAKER. B. PROVIDE A SMOOTH TRANSITION AT ALL LOCATIONS WHERE FLOORING MATERIAL CHANGES. C. VINYL COMPOSITION TILE: 1. 12 "X 12" VINYL COMPOSITION TILE ALTERNATE BLACK AND WHITE ARMSTRONG POLAR WHITE #51941 AND CLASSIC BLACK #51910 IN A BASKET WEAVE PATTERN WITH A SOLID 6" BLACK BORDER ALONG THE WALL AT THE ENTRY (SEE PROJECT MANAGER FOR SPECIFICATIONS). 2. BASE - ALL BASE TO BE 6" RUBBER BASE, BURKE "BLACK" #701P FOR NEW INSTALLATIONS; OTHERWISE, MATCH THE EXISTING. D. SHEET VINYL 1. SHEET VINYL FLOORING WITH 6" SELF COVE TO BE ARMSTRONG'S MEDINTECH, #88476. USE 1 1/2" PLASTIC COVE STICK. SECURE COVE STICK TO FLOOR AND WALL WITH THE MANUFACTURES RECOMMENDED ADHESIVE. COVE RADIUS 1 1/2 ", HEAT THE SHEET VINYL AT THE BEND WHEN MAKING THE COVE CONFORM TO THE COVE STICK. APPLY MANUFACTURES ADHESIVE ON THE COVE STICK IN ORDER FOR THE SHEET VINYL TO ADHERE TO THE COVE STICK. 2. PROVIDE CLEAR ALUMINUM J -MOLD AT TOP OF BASE. 3. PROVIDE CLEAR ALUMINUM CORNER PROTECTION ON BOTH INSIDE AND OUTSIDE CORNERS AS MANUFACTURED BY CRANE. 4. ALL SEAMS TO BE HEAT WELDED. E. MARBLE TILE: TILE ONLY PROVIDED BY SEE'S 1. FLOOR TILE IN SALES AREA TO BE A 12 "X12" ALTERNATE BLACK AND WHITE CHECKERBOARD PATTERN AS SHOWN ON DRAWINGS. ARIOSTEA NERO MARQUNIA (BLACK AND CREMO DELICATO (WHITE) W /BLACK GROUT UNLESS OTHERWISE SPECIFIED. TILE WILL BE THIN SET INSTALLED. THE CHECKERBOARD PATTERN WILL INCLUDE A 6" BLACK BORDER ALONG THE WALL AT THE ENTRY (SEE PROJECT MANAGER FOR SPECIFICATIONS). 2. ENTRY TILE AS REQ'D SHALL BE 8 "x8" AMERICAN OLEAN UP 65 OBSIDIAN BLACK TILE. 3. GROUT JOINTS SHALL BE A MAXIMUM OF 3/8 OF AN INCH. 4. ALL CERAMIC TILE TO BE INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE "HANDBOOK FOR CERAMIC TILE INSTALLATION," LATEST EDITION, OF THE TILE COUNCIL OF AMERICA. 5. REVIEW ALL AREAS TO RECEIVE TILE FLOORING (PRIOR TO SUBMITTING AN ESTIMATE) TO DETERMINE THE REQUIRED EXTENT OF SUBFLOOR PREPARATION. 6. SET AND GROUT TILE WHEN AMBIENT TEMPERATURE IS A LEAST 50' AND RISING. ALIGN ALL JOINTS AND CORNERS. F. CERAMIC TILE BASE: TILE ONLY PROVIDED BY SEE'S 1. INTERIOR: 6 "X6" CERAMIC TILE SANITARY COVE BASE MANUFACTURED BY AMERICAN OLEAN TILE CO. COLOR IS HIGH -GLOSS BLACK #049 OR EQUAL AS APPROVED BY SEE'S AND LOCAL AUTHORITY. PROPER INSTALLATION REQUIRES COVE BASE TO BE INSTALLED PRIOR TO FIELD TILE. 2. WOOD STOREFRONT: 6 "X6" CERAMIC TILE SURFACE BULLNOSE AS MANUFACTURED BY AMERICAN OLEAN TILE CO. COLOR IS HIGH -GLOSS BLACK #049. G. GROUTING: 1. GROUT: A. GROUT IS TO BE PRISM SURECOLOR, #60 CHARCOAL BY CUSTOM BUILDING PRODUCTS AT STOREFRONT WHERE GLOSS BLACK TILES ARE CALLED OUT. B. GROUT IS TO BE PRISM SURECOLOR, #381 BRIGHT WHITE BY CUSTOM BUILDING PRODUCTS AT STOREFRONT WHERE POLAR WHITE TILES ARE CALLED OUT. 2. TILE MUST BE FIRMLY SET PRIOR TO GROUTING. THIS USUALLY TAKES AT LEAST 24 HOURS. IF THE TEMPERATURE IS BELOW 60' DEGREES FAHRENHEIT, WAIT 48 -72 HOURS BEFORE GROUTING. 3. SEAL THE TILE WITH TILE SEALER TO PREVENT THE GROUT FROM STAINING THE TILE. APPLY EVEN COATS OF SEALER WITH LAMBS WOOL APPLICATOR OR SPONGE ACCORDING TO LABEL DIRECTIONS. WHEN SEALER NO LONGER PENETRATES, THE SURFACE IS SEALED. 4. IF SPACERS WERE USED TO HELP ALIGN TILE, REMOVE THEM. 5. MIX GROUT ACCORDING TO PACKAGE INSTRUCTIONS. 6. USING A RUBBER FLOAT AT A 45'- DEGREE ANGLE, SPREAD THE GROUT OVER THE ENTIRE TILE SURFACE AND PRESS INTO THE JOINTS UNTIL THEY ARE COMPLETELY FILLED. 7. HOLD THE EDGE OF THE GROUT FLOAT AT A 90'- DEGREE ANGLE TO REMOVE ALL EXCESS GROUT. POSITION THE FLOAT DIAGONALLY TO THE GROUT JOINTS SO YOU WON'T PULL UP THE GROUT ALREADY IN THE JOINTS. 8. SMOOTH AND FINISH OFF THE GROUT WITH A DAMP TOWEL OR SPONGE (MAKE SURE ITS DAMP, NOT WET) IN A CIRCULAR MOTION. WRING OUT THE SPONGE AND GO OVER THE AREA TO REMOVE EXCESS GROUT FROM THE SURFACE OF THE TILE. 9. IF A SLIGHT HAZE REMAINS REM INS ON THE TILE AFTER THE GROUT HAS DRIED, BUFF IT OFF WITH CLEAN DRY CLOTH. (IF STAINING APPEARS, REMOVE WITH PHOSPHORIC ACID AND WATER SOLUTION) ** ALLOW GROUT TO SET FOR 24 HOURS BEFORE WALKING ON IT. ** 10. AFTER 24 HOURS HAVE ELAPSED YOU CAN BEGIN DAMP CURING. LIGHTLY DAMPEN GROUT INSTALLATION BY SPRAY MISTING WITH COOL WATER SEVERAL TIMES A DAY FOR 3 CONSECUTIVE DAYS. THIS WILL HELP GROUT TO DRY AN EVEN COLOR AND COULD HELP PREVENT CRACKING. H. SEALING: 1. ALLOW GROUT TO SET FOR 24 HOURS BEFORE APPLYING SEALER. 2. APPLY SEALER IN EVEN COATS WITH LAMBS WOOL APPLICATOR OR SPONGE ACCORDING TO PRODUCT DIRECTIONS. WHEN SEALER NO LONGER PENETRATES, THE SURFACE IS SEALED. ALLOW SEALER TO DRY FOR 24 HOURS PRIOR TO WALKING ON SURFACES. I. SEALED CONCRETE: 1. MOISTURE BLOCKING EPDXY PRIMER IS TO BE VAPOR SEAL BY BDC AT ALL LOCATIONS WHERE SEALED CONCRETE IS CALLED OUT. 2. FLOOR COATING IS TO BE TWO PART EPDXY SYSTEM, BD CLASSICS 3100, #10 CAPE COD GREY BY BDC AT ALL LOCATIONS WHERE SEALED CONCRETE IS CALLED OUT. 3. INSPECT AND PREP CONCRETE AS REQUIRED BY MANUFACTURER SPECIFICATIONS. 4. MIX AND INSTALL EPDXY SYSTEMS AS REQUIRED BY MANUFACTURER SPECIFICATIONS. 16. SUSPENDED CEILING: A. ACOUSTICAL CEILING BOARD IN SALES AREA ONLY: 2'- 0 "X2' -0 ", 5/8" CLEAN ROOM CLIMA PLUS #56060, MANUFACTURED BY U.S.G OR VL CEILINGS ML PERFORATED #871, MANUFACTURED BY ARMSTRONG. B. ACOUSTICAL CEILING BOARD IN WORKROOM ONLY: 2' X 4' EXPOSED T -BAR SUSPENDED CEILING WITH VINYL GYPSUM BOARD PANELS. CEILING PANELS AND GRID SHALL BE FACTORY FINISHED WHITE. (CEILING BOARD SHALL PASS ALL LOCAL HEALTH CODES FOR FOOD SERVICE AREAS). C. ACOUSTICAL SUSPENSION SYSTEM: DONN D X 24 - 2 X 2 AND 2 X 4 AS SHOWN ON PLAN. SYSTEM TO BE COLORED WHITE. FLAME SPREAD TO BE LESS THAN 25. 17. TOILET/WORKROOM ACCESSORIES: A. ALL TOILET ROOM ACCESSORIES TO BE SUPPLIED AND INSTALLED BY CONTRACTOR AND INSTALLED AS PER TITLE 24 HANDICAPPED STANDARDS WITH THE EXCEPTION OF PAPER TOWEL AND SOAP DISPENSERS. B. THE FRP USED ON ALL SURFACES SHALL BE P199 BRIGHT WHITE AS MANUFACTURED BY MARLITE WITH TRIM COLOR TO MATCH. SEE PLANS FOR SPECIFIC LOCATIONS. C. HEAVY DUTY BRACKET SUPPLIED AND INSTALLED BY G.C. ® 32" O.C. STANLEY #257555 -795 WHITE 18. FIRE SPRINKLERS: (UNLESS OTHERWISE NOTED) A. SYSTEM SHALL MEET ALL CODE REQUIREMENTS. B. ALL SPRINKLER HEADS IN SALES AREA TO BE RECESSED IN CEILING (HEAD FLUSH TO CEILING) WITH SNAP -OFF WHITE COVER PLATES. C. WALL MOUNT ONE OR MORE IF REQUIRED (1) 2 -A: 10 -BC RATED FIRE EXTINGUISHER, RECHARGEABLE WITH DATE TAGS. (SUPPLIED BY G.C.). D. INSTALL TWO (2) APPROVED SMOKE DETECTORS, CEILING MOUNTED. ONE IN WORK AREA, ONE IN SALES AREA AND IN HVAC DUCTS AS SHOWN ON APPROVED MECHANICAL PLANS FOR THE PROJECT (ONLY IF REQUIRED). 19. PLUMBING: A. PLUMBING WORK SHALL CONSIST OF FURNISHING AND INSTALLING ALL LABOR, MATERIALS AND EQUIPMENT TO COMPLETE ALL PLUMBING WORK AS SHOWN ON THE DRAWINGS AND /OR SPECIFIED HEREIN. THE FOLLOWING LIST IS FOR THE CONVENIENCE OF THE CONTRACTOR AND IS NOT NECESSARILY ALL - INCLUSIVE: 1. SOIL, WASTE, VENT, SANITARY CONNECTIONS TO UTILITIES AS INDICATED 2. CONCRETE SAWING 3. ACCESS DOORS FOR ACCESS TO PLUMBING VALVES 4. HOT AND COLD WATER PIPING 5. AC CONDENSATE PIPING 6. STAINLESS STEEL UTILITY SINK WITH HOT AND COLD WATER (SINK & FAUCET SUPPLIED BY SEE'S CANDIES) 7. HAND SINK AND LAVATORY WITH HOT AND COLD WATER 8. MOP SINK WITH HOT AND COLD WATER 9. ALL FLOOR DRAINS TO BE SELF - PRIMING (IF USED) 10. WATER HEATER AND ALL ASSOCIATED SUPPLY AND DRAIN LINES 11. ANY OTHER SINKS AS SHOWN ON THE PLUMBING PLANS REFLECTING REQUIREMENTS OF THE LOCAL HEALTH DEPARTMENT B. ALL WATER LINES SHALL BE COPPER. C. PROVIDE CONTROL VALVES, ALL OF THE MIXING VARIETY, AS MANUFACTURED BY "AMERICAN STANDARD" OR APPROVED EQUAL. D. PROVIDE SHUT -OFF VALVE ON INCOMING COLD WATER LINE AT PLUS 60" IN WING WALL ADJACENT TO 3 COMPARTMENT SINK WITH APPROVED ACCESS PANEL. E. INSTALL CLEAN -OUTS AT ALL BENDS, ANGLES AND ENDS OF ALL WASTE LINES AND ABOVE ALL "T "- CONNECTIONS IN WALLS OF SINK WASTE LINES. F. ALL TRAPS, HOT WATER PIPES AND DRAIN PIPES SHALL BE INSULATED OR COVERED, BELOW LAVATORIES, 2006 INTERNATIONAL BUILDING CODE. G. STAINLESS STEEL UTILITY SINK SHALL HAVE THREE COMPARTMENTS WITH AN 18" DRAINBOARD AT EACH END. PROVIDE 8" BACK AND END SPLASH AT ALL WALLS. SINK SHALL BE NSF APPROVED (PROVIDED BY SEE'S). H. PROVIDE MINIMUM CAPACITY ELECTRIC WATER HEATER AS REQUIRED BY LOCAL HEALTH DEPARTMENT, UNLESS OTHERWISE NOTED. SEE PLUMBING SHEETS FOR ADDITIONAL INFORMATION. I. PROVIDE G.I. METAL SMITTY PAN FOR WATER HEATER WITH DRAIN LINE (SEPARATE FROM PRESSURE RELIEF VALVE OF WATER HEATER), BOTH TO DRAIN INTO MOP SINK OR OTHER ACCEPTABLE RECEPTACLE /CONNECTION TO THE SEWER SYSTEM PIPING TO BE CONCEALED WITHIN WALLS. 20. ELECTRICAL WORK: A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION REQUIRED TO PERFORM AND COMPLETE ALL ELECTRICAL WORK AS SHOWN ON DRAWINGS AND /OR SPECIFIED HEREIN. B. REFER TO REFLECTED CEILING PLAN FOR EXACT LOCATION AND TYPE OF ADDITIONAL LIGHT FIXTURES REQUIRED BY SEE'S, IF ANY. C. ELECTRICAL CIRCUITS USED FOR EXTERIOR SIGNAGE, EXTERIOR LIGHTS AND DISPLAY WINDOW, SHALL BE CONNECTED TO A 24 -HOUR TIMER. D. TIMECLOCK SHALL BE INTERMATIC #T101 OR APPROVED EQUAL. E. ALL RECEPTACLES, OUTLETS, WALL SWITCHES, ETC., SHALL BE WHITE. F. ALL RESTROOMS SHALL USE LEVITON 1221 -LHV LIGHTED TOGGLE SWITCH FOR LIGHTING (OR APPROVED EQUAL). G. ALL LIGHT FIXTURES AND LAMPS WILL BE PROVIDED BY SEE'S UNLESS NOTED OTHERWISE ON THE PLANS. H. THE MATERIALS AND EQUIPMENT SHOWN ON THE DRAWINGS AND /OR HEREIN SPECIFIED SHALL BE NEW, IN UNBROKEN PACKAGES, OF THE SAME TYPE AND MANUFACTURER AND FURNISHED ED IN ACCORDANCE WITH SPECIFICATIONS OF THE AMERICAN INSTITUTE OF ELECTRICAL ENGINEERS, NATIONAL BOARD OF FIRE UNDERWRITERS AND THE NATIONAL ELECTRIC CODE. ALL ELECTRIC EQUIPMENT AND MATERIALS SHALL BEAR THE UNDERWRITERS' LABEL. I. NAMEPLATES SHALL BE FURNISHED AND INSTALLED FOR ALL SWITCHBOARD OR POWER BOARD, MOTOR STARTER, SIGNAL TERMINAL CABINET, TRANSFORMER OR OTHER SIMILAR ELEMENT OF THE ELECTRICAL SYSTEM. NAMEPLATES SHALL BE FULLY DESCRIPTIVE OF TITLE, VOLTAGE, AND PHASE AS APPLICABLE AND INSTALLED INSIDE THE DOOR NEAR THE TOP. EACH MOTOR SHALL BE IDENTIFIED WITH A PAINTED OR METAL STENCIL. IN ALL INSTANCES, USE THE DESIGNATIONS OR TITLES USED ON THE DRAWINGS EXCEPT OTHERWISE DIRECTED. J. ALL MATERIALS SHALL COMPLY WITH THE APPLICABLE BUILDING CODE AND AS SHOWN ON THE ELECTRICAL DRAWINGS. K. ALL ELECTRICAL PANELS SHALL HAVE ACCURATE TYPED PANEL SCHEDULES. 21. ROOF SHINGLES: A. SHALL BE CLASS A FIBERGLASS /ASPHALT ROOF SHINGLES, UNLESS OTHERWISE NOTED. B. SHALL BE TIMBERLINE CHARCOAL BLEND AS MANUFACTURED BY GAF BUILDING MATERIALS CORP. C. ANY SUBSTITUTION MUST FIRST BE APPROVED BY SEE'S. 22. MECHANICAL: A. HVAC DIFFUSERS SHALL BE TITUS 24 X 24 PERFORATED, MODEL #PAS (SUPPLY) AND #PAR (RETURN), WHITE IN COLOR #25 OR APPROVED EQUAL B. THERMOSTAT SHALL BE HONEYWELL COMMERCIAL VISION PRO #TB8220U1003 OR APPROVED EQUAL. C. A JDS SERIES (OR EQUAL) JIFFY DURO DYNE BUTTERFLY DAMPER SHALL BE REQUIRED AT EACH DIFFUSER. 23. UTILITY SERVICES: EVERY EFFORT HAS BEEN MADE TO DETERMINE AS ACCURATELY AS POSSIBLE THE REQUIREMENTS OF THE ELECTRICAL AND TELEPHONE SERVICES. HOWEVER, BEFORE SUBMITTING BID, CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS SHOWN ON THE PLANS AND SHALL INCLUDE SUFFICIENT FUNDS FOR MATERIAL AND LABOR FOR TERMINATION ON POLES, WORK IN VAULTS, ETC. IN ADDITION, ALL COSTS FOR PULLING IRONS, GROUNDING, CABLE CHARGES, ETC. LEVIED BY THE SERVING UTILITY OR ANY OTHER WORK WHICH IS REQUIRED FOR ELECTRICAL AND TELEPHONE SERVICE TO THE PROJECT MUST BE INCLUDED AT NO ADDITIONAL COST TO SEE'S. AFTER THE CONTRACT HAS BEEN AWARDED, THE CONTRACTOR SHALL ARRANGE FOR BOTH TEMPORARY AND PERMANENT SERVICES AND ADVISE THE UTILITY WHEN FINAL LOADS WILL BE CONNECTED. 24. PROTECTION: PROTECT ALL WORK, MATERIALS AND EQUIPMENT FROM DAMAGE FROM ANY CAUSE WHATSOEVER, AND PROVIDE ADEQUATE AND PROPER STORAGE FACILITIES DURING PROGRESS OF THE WORK. PROVIDE FOR THE SAFETY AND THE GOOD CONDITION OF THE WORK UNTIL FINAL ACCEPTANCE BY SEE'S. REPLACE ALL DAMAGED OR DEFECTIVE WORK, MATERIALS AND EQUIPMENT BEFORE REQUESTING FINAL ACCEPTANCE. SEE MALL LEASE PACKAGE FOR ADDITIONAL CONDITIONS AND RESTRICTIONS. 25. CONFORMANCE WITH LEASE AGREEMENT: ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH LEASE AGREEMENT BETWEEN SEE'S AND LANDLORD. 26. SEE'S SUPPLIED ITEMS: THE FOLLOWING LISTS OF ITEMS SHALL BE FURNISHED BY SEE'S CANDIES AND INSTALLED BY THE CONTRACTOR (UNLESS NOTED DIFFERENTLY PER PLAN): A. CABINETS /TRADE FIXTURES: (AS INDICATED ON PLANS) 1. BACK BAR (INCLUDING BACK SPLASH) 2. BULK CANDY DISPLAY CASE, INCLUDING GLASS - GLASS INSTALLATION BY G.C. 3. ALL SELF- SERVICE CASES 4. REGISTER AND CHECK -OUT COUNTERS 5. SHADOW BOX DISPLAY CASE 6. LIGHT SOFFIT (INCL. EGG CRATE LENS) 7. GONDOLA (FREE- STANDING, SELF - SERVICE) B. "SEE'S WHITE" ENAMEL PAINT - (SEE SPEC. SECTION 14) C. LETTERS FOR FLAREBOARDS (WHERE APPLICABLE) D. DISPLAY WINDOW WOOD LATTICE DOORS (PRE - FINISHED, WHERE APPLICABLE) E. LIGHT FIXTURES, LAMPS, DIFFUSERS AND SHADES F. THREE - COMPARTMENT STAINLESS STEEL SINK G. VINYL FLOOR TILE AND RUBBER BASE (WHERE APPLICABLE) H. STOREFRONT SIGNAGE (COORDINATION) I. CERAMIC BASE TiLE AND MARBLE FLOOR TILE (WHERE APPLICABLE) J. CERAMIC WALL TILE (WHERE APPLICABLE) K. ALL PAPER TOWEL AND SOAP DISPENSERS. L. ELIASON DOOR M. LOCKER AND SAFE. N. BACKROOM SHELVING (METRO) AND DUNNAGE PLATFORMS 0. BUMPER MATERIALS. P. BACKROOM DESK AND ORGANIZER. - Deferred submittals will be required for the storefront awning and signage. These deferred submittals shall first be submitted to the project architect and /or engineer for review and coordination. Submittal to the city shall follow. A letter of approval from the architect / engineer must also be provided. l �ORDEVIEWED FOij --- CODE COMPLIANCE APPROVED NOV082010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 2 5'2010 PERMIT CENTER Jo %l2ih> I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Architect under the laws of the State of Number WASHINGTON 7371 Date This drawing is and will remain the property of the architects and any reproduction or use for any but the specifically agreed upon purposes, without the prior written consent of the architects, is strictly prohibited. Information contained in these drawings was prepared for the specific site listed below. Use of these drawings for any other location or project is strictly prohibited without prior written consent of the architects. MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608 - 785 -2760 FAX: 608 - 785 -2750 E -mail: office@mba- architects.com DEVELOPER'S SPACE NO. SUITE #108 CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 C NM] B SEE'S CANDIES 400 ALLAN STREET DALY CITY, CA., 94014 PH: 415/ 405 -7965 FAX: 415/ 586 -8557 TIM KIRCHER CLIENT CONTACT (415) 405 -7965 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785 -2760 date client landlord permits contractor vendor comments CLIENT REVIEW 10/07/10 0 PERMIT 10/13/10 0 0 0 0 0 drawn by: KJO checked by: TRB THIS SHEET CONTAINS; SPECIFICATIONS sD3 ARCHITECT'S COMMISSION NUMBER 10- 725.069 IF YOU HAVE ANY QUESTIONS REGARDING THE MECHANICAL PLANS PLEASE CALL THE MECHANICAL DESIGNER. DESIGNER: DAN SJOSTRAND 612 - 465 -7689 E —MAIL: dan.sjostrand@dunhameng.com EXISTING ROOFTOP UNIT SCHEDULE (RTU -1) MFGR. & MODEL EXISTING 6 TON GAS RTU WITH ECONOMIZER TO REMAIN. (YORK MODEL DF078N 1 OP2AAA4A) CFM O.A. CFM 2,200 240 S.P H.P VOLTAGE UNIT WEIGHT EXISTING TO REMAIN 0.6" (EXT) SEE ELECTRICAL SEE ELECTRICAL HEATING CAPACITY (EXISTING) TOTAL MBH 64.8 MBH OUTPUT (81 MBH INPUT) THE MECHANICAL CONTRACTOR SHALL PERFORM SERVICE AND REPAIR OF THE EXISTING EQUIPMENT AND ITS ACCESSORIES AS FOLLOWS: CLEAN ALL COILS, REPLACE THE FILTERS AND BELTS, INSPECT, REPAIR OR REPLACE THE ECONOMIZERS, DRIVES, FAN BEARINGS, MOTORS, CONTROL COMPONENTS, VALVES AND ANY OTHER ITEM NECESSARY FOR A COMPLETE AND PROPER OPERATING SYSTEM. THIS CONTRACTOR SHALL ALSO VISIT THE SITE PRIOR TO BIDDING AND VERIFY ALL EXISTING SITE CONDITIONS. OUTDOOR AIR CALCULATION BASED ON 2009 INTERNATIONAL MECHANICAL CODE TABLE 403.3 (WAC 51 -52 -0403, SECTION 403 — MECHANICAL VENTILATION. TABLE 403.3) RETAIL AREAS: BASEMENT AND STREET 0.30 CFM /SQ. FT. 595 SQ. FT. X 0.30 = 179 CFM RETAIL AREAS: STORAGE ROOMS 0.15 CFM /SQ. FT. 382 SQ. FT. X 0.15 = 57 CFM OUTSIDE AIR REQUIRED = OUTSIDE AIR PROVIDED = 236 CFM 240 CFM ROUND BALANCING DAMPER ROUND RIGID METAL DUCT PED INSULATION COVERING CONNECTION OF FLEX DUCT SUPPORT WITH METAL STRAPPING, DO NOT KINK INSULATED FLEXIBLE DUCT BALANCING HANDLE LOCK INTO POSITION AND MARKED PERMANENTLY. CEILING EXTENDED LENGTH OF ANY FLEXIBLE DUCT SHALL NOT EXCEED 5' -0" MAXIMUM OR LOCAL CODE. (44-- DIFFUSER STARTER COLLAR LAY —IN DIFFUSER NOTES: 1. PROVIDE AT FLEXIBLE DUCT CONNECTION METAL OR "PANDUIT" DRAWBAND ON THE INTERIOR FLEXIBLE DUCT HELIX. SECURE THE INSULATION OVER THE DRAW BAND WITH AN ADDITIONAL DRAWBAND. 2. PROVIDE BEADING ON ROUND METAL DUCT 12" OR LARGER IN DIAMETER. 3. PROVIDE MINIMUM 2" COLLARS FOR ATTACHMENT OF THE FLEX DUCT TO ROUND DUCT, DAMPERS AND DIFFUSERS. 4. BAND RIGID ROUND DUCT INSULATION TO DUCT AND PROVIDE TAPE FOR INSULATION OVERLAP. DIFFUSER/DUCT DETAIL M1 NO SCALE M 1 NO SCALE EXHAUST FAN TAG MANUFACTURER MODEL NO. TYPE CFM S.P. WATTS VOLTAGE ACCESSORIES EF -1 GREENHECK SP —B110 CEILING 100 .25 80 SEE ELEC BACKDRAFT DAMPER NOTE: TOILET EXHAUST FAN SHALL BE INTERLOCKED WITH TOILET ROOM LIGHT SWITCH. DIFFUSER, GRILLE & REGISTER SCHEDULE EQUIP. TAG SERVICE TYPE MODULAR /FACE SIZE BACK PAN MAN UF. MODEL NO. DESCRIPTION MOUNTING TYPE PATTERN NOTES A SUPPLY SQUARE 24 " �� x24 18 "x18" CORE AREA TITUS PAS PERFORATED FACE LAY —IN 4 —WAY 1, 2 B RETURN • SQUARE 24 "x24" SEE PLAN TITUS PAR PERFORATED FACE LAY —IN — 1 C SUPPLY SQUARE 12" x12" CORE xAREA TITUS PAS PERFORATED FACE GYP. BRD. 4 —WAY 1, 2 NOTES: 1. ALL GRILLES, REGISTERS & DIFFUSERS MUST BE PAINTED TO MATCH CEILING TILE COLOR. VERIFY EXACT COLOR WITH ARCHITECT. 2. PROVIDE WITH OPPOSED BLADE DAMPER. VOLUME DAMPER AND SPIN —IN. TYPICAL FOR ALL. EXTERIOR INSULATED ROUND RIGID DUCT (APPROPRIATELY SIZED) CAN BE SUBSTITUTED FOR RECTANGULAR DUCT SHOWN ON PLANS. (TYP) FLEX. DUCT 5' -0" MAX. LENGTH. TYPICAL FOR ALL. NEW TOILET EXHAUST FAN — ROUTE 6" RIGID DUCT W/ BACKDRAFT DAMPER UP THRU ROOF. TERMINATE IN A GOOSENECK W/ BIRD SCREEN — A MINIMUM OF 10' -0" FROM ALL O.A. INTAKES. VERIFY ROUTING AND LOCATION ON SITE — (100 CFM) MECHANICAL SYMBOLS X SUPPLY DIFFUSER RETURN GRILLE VOLUME DAMPER 0 SMOKE DETECTOR A -10 "0 450 DIFFUSER TYPE /NECK SIZE CFM REQUIRED Q THERMOSTAT 0 POINT OF CONNECTION EXISTING LANDLORD PROVIDED 5 TON GAS ROOF TOP UNIT (RTU -1) TO REMAIN. BALANCE AS SHOWN IN SCHEDULE. FURNISH AND INSTALL A NEW THERMOSTAT FOR RTU -1. THERMOSTAT SHALL BE A HONEYWELL COMMERCIAL VISION PRO #TB8220U1003 OR APPROVED EQUAL. MOUNT AT 4'- 0 "A.F.F. IF NOT ALREADY INSTALLED, FURNISH AND INSTALL A RETURN AIR DUCT SMOKE DETECTOR IN RTU -1 PER LOCAL CODE REQUIREMENTS. (T'SSHVAC PLAN ml} SCALE: 1/4" = 1' -0" SPACE LOAD CALCULATIONS DESIGN TEMPS SUMMER O.A.D.B. 85 O.A.W.B 65 I.A. D. B. 70 DEG F DEG F DEG F GAINS SOLAR LOAD ROOF LOAD GLASS LOAD WALL LOAD LIGHTS PEOPLE PEOPLE (SENS) PEOPLE (LAT) MISCELLANEOUS VENT. VENTILATION (SENS) VENTILATION (LAT) 4,044 7,101 2,940 3,360 12,387 21 5,200 4,160 885 240 3,888 1,568 SENS. LOAD TOTAL LOAD TOTAL CFM WINTER O A D B 23 DEG F I A D B 70 DEG F BTU H BTU H BTU H BTU H BTU H BTU H BTU H BTU H CFM BTU H BTU H 39,917 BTUH TOTAL 45,882 BTUH 2,200 LOSS 2,437 BTUH 9,870 BTUH 3,948 BTUH 12,182 BTUH 28,437 BTUH MECHANICAL NOTES 1. ALL EQUIPMENT, INSTALLATION AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE LANDLORD CRITERIA. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING, PRIOR TO FINAL BID, ALL EXISTING STUB —INS, TAPS, ETC. FOR PLUMBING AND MECHANICAL SYSTEMS WITHIN TENANT SPACE. 3. BRANCH DUCT RUN OUTS TO DIFFUSERS SHALL BE SAME SIZE AS DIFFUSER NECK UNLESS OTHERWISE SPECIFIED. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL CONNECTIONS TO THE LANDLORD'S BASE SYSTEMS. COORDINATE ALL SYSTEMS IN THE FIELD. 6. VERIFY LOCATION OF ANY PENETRATION OF ROOF WITH LANDLORD. ALL ROOF PENETRATIONS, PATCHING AND FLASHING SHALL BE BY LANDLORD APPROVED ROOFING CONTRACTOR AT TENANT CONTRACTOR'S EXPENSE. 7. ALL FIRE PROTECTION AND SPRINKLER WORK SHALL BE PERFORMED BY LANDLORD— APPROVED FIRE PROTECTION CONTRACTOR AT THE TENANT'S EXPENSE. 8. CONTRACTOR SHALL SUBMIT CERTIFIED AIR BALANCE REPORT INCLUDING ALL ASSOCIATED AIR TEMPERATURES AND PRESSURES AS APPLICABLE. SEND TWO COPIES TO OWNER FOR APPROVAL. 9. CEILING CONTRACTOR TO PROVIDE ADEQUATE ACCESS IN OPEN CEILING GRID dliri litA3?0/1)4 $a AT DIFFUSER /DAMPER LOCATIONS FOR PURPOSE OF AIR BALANCING. /41 10. ALL SUPPLY AND RETURN AIR DUCTS IN PLENUM TO BE INSULATED PER LOCAL CODE REQUIREMENTS. 11. REMOVE ALL UNUSED HVAC EQUIPMENT, DUCTWORK, ACCESSORIES AND PIPING. DO NOT ABANDON. VERIFY CONDITIONS IN FIELD. DUNHAM El Dunham Associates, Inc. Q South Sixth Street I Suite 1100 Minneaprilis, Minnesota 55402 -1540 PHONE 61.2.486.7580 hx, 612,4€5,7 85 wore dunhameng.canu mechanical + electrical consulting engir MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608 - 785 -2760 FAX: 608-785 - E —mail: officeOmba— architects.cc DEVELOPER'S SPACE NO. SUITE # CLIENT'S STORE NUMBER WA- SEE'S CANDIES SOUTHCENTER SQU/ 17100 SOUTHCENTER PH TUKWILA, WA 9818 E Hui SEE'S CANDIES 400 ALLAN STREET DALY CITY, CA., 94014 PH: 415/ 405 -7965 FAX: 415 / 586 -8557 TIM KIRCHER CLIENT CONTACT (415) 405 -7965 Tim R. Benson ARCHITECT'S PROJECT MANAG 608/ 785 -2760 date Iclient I 0 c 2 permits controctorl vendor comr CU ENT 10/07/10 0 BID / PERMIT 10/13/10 0 0 0 0 0 drawn by: DS checked by: GS THIS SHEET CONTAINS: HVAC Plan RECEIVED CITY OF TUKWILA OCT 252010 PERMIT r.FMTEP V 1 ARCHITECT'S COMMISSION NUME 10- 725.0E 3" V.T.R. 4 INDIRECT WASTE LINE FOR SKULLERY SINK SHALL BE COPPER WASTE & VENT PIPING RISER DIAGRAM M2J NOT TO SCALE FIXTURE AND WATER CALCULATION TAG HOT AND COLD WATER WASTE CAPACITY (GAL) No OF FIXTURES F.U. PER FIXTURE TOTAL FIXTURE UNITS 'COMBINED Q N 0— No OF FIXTURES F.U. PER FIXTURE TOTAL FIXTURE UNITS 30 9 1 MARK DESCRIPTION CW HW P1 WATER CLOSET 1 5 5 1 /2" 5 4" 1 4 4 P2 LAVATORY 1 2 1.5 PROVIDE W/ MR -371 FAUCET, HOSE, HOSE BRACKET, MOP HANGER, MR -375 STRAINER, & MR -374 LOK SEAL. HOSE ATTACHEMENT ON FAUCET SHALL BE EQUIPPED WITH AN ANTI — SIPHON VACUUM BREAKER. (BY TENANT'S PLUMBING CONTRACTOR) 2 11/2" 1 1 1 1 1/2" /2" 1 1/2" >< FAUCET: AMERICAN STANDARD 7402.000 & #972 COLOR TO BE WHITE. (BY TENANT'S PLUMBING CONTRACTOR) ■■■ SCULLERY SINK RJ FABRICATORS MODEL NO. RJ- 1818 -18D (OWNER FURNISHED) FLOOR MOUNT 2" COPPER INDIRECT WASTE TO FS W/ 1" MIN. AIR GAP) — 3/4" P4, P6 HAND SINK 2 2 3 WALL HUNG 4 11/2" 2 2 4 P3 MOP SINK 1 4 3 1 -1/2" 4 3" 1 3 3 FS FLOOR SINK — — ■►■ — - 3" 1 5 5 P5 3 —COMP SINK 1 4 3 3 4 3" 1 3 3 TOTAL F.U. > <15.5 10.519, 20 TOTAL F.U. 19 RANGE FT.x.43 ASSUMED 50 P.S.I. G.P.M 13 STREET STATIC PRESSURE LOSSES 10 LBS /100FT) LOSSES 5.00 PSI 4.30 PSI 3.00 PSI WATER METER STATIC HEIGHT PIPE LOSS (6 TOTAL 12.30 PSI ALL WATER SUPPLY LINES SHALL BE COPPER WATER PIPING RISER DIAGRAM NOT TO SCALE SYMBOLS/ ABBREVIATIONS 0 KEY NOTE UNDERGROUND SANITARY SEWER VENT HOT WATER COLD WATER BALL VALVE GATE VALVE ABOVE FINISHED FLOOR SHUT OFF VALVE POINT OF CONNECTION TO EXISTING A.F.F. S.O.V. A ELECTRIC WATER HEATER SCHEDULE TAG MANUFACTURER MODEL NO. CAPACITY (GAL) KW STAGES OUTPUT (GPH ® 100 °F RISE) VOLTS NOTES WH -1 A.O. SMITH DEN -30 30 9 1 49 SEE ELEC (2) 4500 W HEATING ELEMENTS HEATING SIMULTANEOUSLY. BY TENANT'S PLUMBING CONTRACTOR) PLUMBING FIXTURE SCHEDULE MARK TYPE MANUFACTURE AND MODEL NUMBER SUPPORT W V CW HW REMARKS P1 WATER CLOSET PRESSURE ASSIST AMERICAN STANDARD CADET (WHITE) 2168.100 FLOOR MOUNT 4" 2" 1/2" — (BY TENANT'S PLUMBING CONTRACTOR) P2 LAVATORY AMERICAN STANDARD LUCERNE (WHITE) 0355.012 WALL HUNG 1 1 /2" 1 1 /2" 1 /2" 1 /2" FAUCET: RELIANT 2385.404 (BY TENANT'S PLUMBING CONTRACTOR) P3 MOP SINK BASIN FLORESTONE MSR -2424 (MOLDED STONE) FLOOR MOUNT 3" 1 1/2" 3/4" 3/4" PROVIDE W/ MR -371 FAUCET, HOSE, HOSE BRACKET, MOP HANGER, MR -375 STRAINER, & MR -374 LOK SEAL. HOSE ATTACHEMENT ON FAUCET SHALL BE EQUIPPED WITH AN ANTI — SIPHON VACUUM BREAKER. (BY TENANT'S PLUMBING CONTRACTOR) P4 MINI —HAND SINK AMERICAN STANDARD — CHANDLER MODEL NO. 7182.803 COUNTER TOP 1 1/2" 1 1/2" /2" 1 1/2" 1 1/2" FAUCET: AMERICAN STANDARD 7402.000 & #972 COLOR TO BE WHITE. (BY TENANT'S PLUMBING CONTRACTOR) P5 SCULLERY SINK RJ FABRICATORS MODEL NO. RJ- 1818 -18D (OWNER FURNISHED) FLOOR MOUNT 2" COPPER INDIRECT WASTE TO FS W/ 1" MIN. AIR GAP) — 3/4" 3/4" TENANT'S CONTRACTOR TO INSTALL OWNER SUPPLIED SCULLERY SINK, FAUCET (T &S B266) AND TRIM. P6 HAND SINK W/ SIDE SPLASH GUARDS ADVANCE ADVANCE MODEL NO. 7 —PS -66 WALL HUNG 1 1/2" 1 1/2" 1/2" 1/2" (BY TENANT'S PLUMBING CONTRACTOR) FS FLOOR SINK (SQUARE) COMMERCIAL ENAMELING MODEL NO. 908 -3 _ 3" 1 -1/2" — — 12" x12" TOP, 8 "" DEEP BODY, ALUMINUM DOME STRAINER, AND E -934 3/4 TOP GRATE (FLUSH WITH SLAB /FLOOR). (BY TENANT'S PLUMBING CONTRACTOR) WCO WALL CLEAN OUT ZURN MODEL #ZB -1443 — — — — — W/ SQUARE POLISHED BRONZE ACCESS COVER AND FRAME. (BY TENANT'S PLUMBING CONTRACTOR) NOTE: EXCEPT FOR THE 3 —COMP SINK (P5), ALL PLUMBING FIXTURES AND ACCESORIES ARE TO BE SUPPUED & INSTALLED BY CONTRACTOR. VACUUM BREAKER GATE /BALL VALVE (TYP.) I: i N 0 P3 PLUMBING PLAN SCALE: 1/4" = 1' -0" c�— CW 3/4 - 3/4" THERMAL EXPANSION TANK: AMTROL; MODEL AST -5, OR EQUAL. TANK TO BE DIAPHRAGM TYPE, PRE— PRESSURIZED TO 40 PSIG AND RELIEF VALVE SET AT 150 PSIG. TANK SHALL BE ASME CERTIFIED. INSTALL PER MANUFACTURER'S RECOMMENDATIONS & LOCAL CODE REQUIREMENTS. 1" RUN FULL SIZE TO SERVICE SINK PER LOCAL CODE REQUIREMENTS DRAIN VALVE REFER TO ARCHITECTURAL DRAWINGS FOR WATER HEATER PLATFORM FRAMING DETAIL HW J i WATER HEATER DETAIL INSULATE ALL PIPING IN ACCORDANCE WITH SPECIFICATIONS. UNION (TYP.) 1" T & P RELIEF VALVE WATER HEATER 2" WIDE, 20 GA. SHEET METAL BAND, SECURE TO WALL FOR SEISMIC BRACING WHERE REQUIRED BY CODE. GALV. DRIP PAN 1" DRAINS RUN IN WALL & PUNCHED OUT 1" ABOVE MOP SINK W/ AIR GAP NO SCALE KEY NOTES • CONNECT 4" SANITARY WASTE LINE TO EXISTING 4" SANITARY WASTE SERVICE. VERIFY TIE —IN LOCATION IN FIELD. O2 EXTEND AND CONNECT NEW 2" VENT AND TERMINATE AT ROOF WITH 3" V.T.R.. TERMINATE A MIN. OF 10' -0" FROM ANY FRESH AIR INTAKES. VERIFY LOCATION IN FIELD. 3OEXTEND AND CONNECT NEW 3 /4 "CW LINE TO EXISTING MIN. 3/4" DOMESTIC COLD WATER SERVICE FOR TENANT'S SPACE. FIELD VERIFY EXISTING CONDITIONS. O ELECTRIC WATER HEATER TO BE INSTALLED ABOVE MOP SINK ON THE PLATFORM. SEE ARCHITECTURAL DRAWINGS FOR PLATFORM INFORMATION. O VERIFY WATER METER REQUIREMENTS WITH LANDLORD AND LOCAL WATER UTILITY CO. REQUIREMENTS. O ROUTE 3/4" CW DN IN WING WALL AND INSTALL MAIN SHUT —OFF VALVE AT 60" A.F.F.. AFTER SHUT —OFF VALVE, ROUTE 3/4" COLD WATER UP INTO CEILING PLENUM SPACE. REFER TO ARCHITECTURAL DETAIL 1/A5 AND WATER PIPING RISER DIAGRAM. COORDINATE ROUTING IN FIELD. GENERAL NOTES: 1. WELDING OR DRILLING OF STRUCTURAL MEMBERS IS NOT ALLOWED. 2. ABANDONED FLOOR DRAINS TO BE REMOVED PER STATE AND LOCAL CODES. 3. DO NOT RUN PIPING THRU, OVER OR UNDER ELECTRICAL EQUIPMENT AREA. PROVIDE CLEARANCE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 4. ALL PIPING SHALL BE CONCEALED. SURFACE MOUNTED PIPING IS NOT ALLOWED. 5. PLUMBING CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL FOR EXACT FIXTURE LOCATION PRIOR TO ANY SAW CUTTING OR PLUMBING INSTALLATION. 6. THE TRENCH SHALL BE COMPACTED PRIOR TO POURING BACK AND THE SLAB SHALL BE PINNED AFTER ALL UNDERGROUND PLUMBING IS COMPLETED. 7. ALL IN —FLOOR MOUNTED FIXTURES ARE TO BE MOUNTED FLUSH WITH FLOOR. 8. PLUMBING WORK SHALL CONSIST OF FURNISHING AND INSTALLING ALL LABOR, MATERIALS AND EQUIPMENT TO COMPLETE ALL PLUMBING WORK SHOWN ON THE DRAWINGS AND /OR SPECIFIED. 9. INSTALL CLEAN —OUTS AT ALL BENDS, ANGLES AND ENDS OF ALL WASTE LINES AND ABOVE ALL CONNECTIONS IN WALLS OF SINK WASTE LINES. 10. ALL TRAPS, HOT WATER PIPES AND DRAIN PIPES SHALL BE INSULATED OR COVERED, BELOW LAVATORIES, AS PER CODE. 11. ALL WATER LINES SHALL BE COPPER. 12. PROVIDE CONTROL VALVES, ALL OF THE MIXING VARIETY, AS MANUFACTURED BY "AMERICAN STANDARD" OR APPROVED EQUAL. 13. PROVIDE SHUT —OFF VALVE INCOMING COLD WATER LINE AT PLUS 60" IN WING WALL ADJACENT TO 3 COMPARTMENT SINK WITH APPROVED ACCESS PANEL. 14. REMOVE ALL UNUSED PLUMBING FIXTURES, ACCESSORIES AND PIPING. DO NOT ABANDON. SEPARAT PERMIT A D APPROVA REQUIRE DUNHAM El Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapolis, Minnesota 55402- 15.40 (PHONE 812.465.75W FAO: 612,465,7551 mechanical * electrical consulting engineering MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608 -785 -2760 FAX: 608- 785 -2750 E —mail: officeOmba— architects.com DEVELOPER'S SPACE NO. SUITE #108 CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 400 ALLAN STREET DALY COY, CA., 94014 PH: 415/ 405 -7965 FAX: 415/ 586 -8557 11M KIRCHER CLIENT CONTACT (415) 405 -7965 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785 -2760 date client I landlord at n. contractor/ vendor comments REVIEW 10/07/10 O BID / PERMIT 10/13/10 0 0 0 0 drawn by: DS checked by: GS THIS SHEET CONTAINS: FLOOR PLAN PLUMBING WORK RECEIVED CITY OF TUKWILA U(.T252010 PERMIT CENTER ARCHITECT'S COMMISSION NUMBER 10- 725.069 MECHANICAL WORK INCLUDED: EACH CONTRACTOR SHALL VERIFY LANDLORD REQUIREMENTS. BID AND INSTALLATION SHALL BE BASED ON SUCH REQUIREMENTS. DRAWINGS AND SPECIFICATIONS. MECHANICAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL WORK WITH THAT OF OTHER TRADES ON THE PROJECT PREVENTING UNNECESSARY CONFLICTS OR DELAYS DURING CONSTRUCTION. IF FOR ANY REASON EXISTING EQUIPMENT TO BE RE —USED NEEDS REPLACEMENT PARTS, THIS COST IS TO BE COVERED UNDER ORIGINAL CONTRACT AMOUNT AND WILL NOT BE ACCEPTED AS AN EXTRA COST OR EXPENSE. CONTRACTOR MUST INSPECT ALL EQUIPMENT TO BE RE —USED AT TIME OF BIDDING OR NEGOTIATING PERIOD. CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH DRAWINGS AND SPECIFICATIONS AND BECOME FAMILIAR WITH EXISTING CONDITIONS BEFORE SUBMITTING A BID. NO ALLOWANCE WILL SUBSEQUENTLY BE MADE IN BEHALF OF THIS CONTRACTOR BY REASON OF ANY ERROR ON HIS PART. CODES AND STANDARDS: ALL CODES, ORDINANCES, RULES, REGULATIONS, ORDERS, AND OTHER LEGAL REQUIREMENTS WITH WHICH COMPLIANCE IS REQUIRED BY GOVERNING AUTHORITIES SHALL BE ADHERED TO. TENANTS CONTRACTORS SHALL VERIFY WITH HVAC PLAN TO COORDINATE THE REQUIREMENT OF PLENUM RATED FIXTURES, PIPING, WIRING, ETC. FAILURE TO DO SO COULD RESULT IN THE REMOVAL AND REPLACEMENT OF THESE ITEMS AT NO ADDITIONAL COST TO THE TENANT. SCOPE A. THE WORK COVERED BY THIS SPECIFICATION INCLUDES THE COMPLETE HEATING AND AIR CONDITIONING SYSTEM. B. THE WORK TO BE PERFORMED UNDER THE HEATING AND AIR CONDITIONING SPECIFICATIONS AND DRAWINGS CONSISTS OF FURNISHING ALL LABOR AND MATERIAL FOR THE COMPLETE INSTALLATION OF ALL HEATING AND AIR CONDITIONING SYSTEM FOR TENANT SPACE. THE WORK SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, THE FOLLOWING: 1. HEATING /COOLING UNITS 2. TOILET ROOM EXHAUST SYSTEMS 3. AUTOMATIC TEMPERATURE CONTROL 4. DUCTWORK AND AIR CONTROL 5. USE OF CRANE TO PLACE ROOF TOP EQUIPMENT (WHEN REQUIRED) GENERAL: A. THIS SPECIFICATION IS INCLUSIVE FOR EACH ITEM REQUIRING ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO PROPERLY INSTALL, ALTER, ADJUST, AND PUT IN OPERATION, THE COMPLETE HEATING AND AIR CONDITIONING SYSTEM. B. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER LAYOUT AND CONSTRUCTION OF THE WORK INCLUDED IN THIS CONTRACT. LAWS, ORDINANCES AND REGULATIONS: A. ALL SYSTEMS IN ALL AND /OR PART SHALL CONFORM TO ALL PERTINENT LAWS, ORDINANCES AND REGULATIONS OF ALL BODIES HAVING JURISDICTION, AT ALL GOVERNING LEVELS, NOTWITHSTANDING ANYTHING IN THESE DRAWINGS OR SPECIFICATIONS TO THE CONTRARY. IN CASE OF CONFLICT BETWEEN GOVERNING LEVELS, THE MORE STRINGENT LAWS SHALL APPLY. B. THE CONTRACTOR SHALL PAY ALL FEES AND OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY ANY AUTHORITY HAVING JURISDICTION IN CONNECTION WITH HIS WORK. MATERIALS AND EQUIPMENT: A. ALL MATERIALS SHALL BE NEW AND SHALL BE OF THE TYPE AND SHALL MEET THE CAPACITIES OF EQUIPMENT SPECIFIED ON THE DRAWINGS. ALL MATERIALS AND EQUIPMENT UTILIZED SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA. B. ALL EQUIPMENT OFFERED UNDER THESE SPECIFICATIONS SHALL BE LIMITED TO PRODUCTS REGULARLY PRODUCED AND RECOMMENDED FOR SERVICE, IN ACCORDANCE WITH ENGINEERING DATA, RATINGS, OR OTHER COMPREHENSIVE LITERATURE MADE AVAILABLE TO THE PUBLIC AND IN EFFECT AT THE TIME OF OPENING OF BIDS. C. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS FOR TYPE AND CAPACITY OF EACH PIECE OF EQUIPMENT USED. WORKMANSHIP: A. ALL HEATING EQUIPMENT SHALL BE INSTALLED IN A WORKMANLIKE MANNER MEETING THE ACCEPTED STANDARDS OF THE HEATING INDUSTRY. THE WORK SHALL BE DONE BY SKILLED HEATING CRAFTSMAN, AND SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF ASHRAE AND /OR THE SMACNA MANUAL. CUTTING, PATCHING AND PAINTING: UNLESS OTHERWISE DIRECTED BY THE LANDLORD CRITERIA, THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED IN CONNECTION WITH HIS WORK. ALL FINISHED SURFACES THAT ARE CUT SHALL BE REPLACED IN KIND SO THAT THERE ARE NO VISIBLE EVIDENCE OF "PATCH ". PAINTING OF MECHANICAL WORK SHALL BE BY PRIME CONTRACTOR. ALL EQUIPMENT WHICH HAS HAD THE FINISH DAMAGED BY INSTALLATION OR TRANSPORTATION SHALL BE REFINISHED. ROOF AND OTHER PENETRATIONS: EACH CONTRACTOR REQUIRING OPENINGS IN THE ROOF OF THE BUILDING STRUCTURE (WHERE REQUIRED) SHALL MAKE ARRANGEMENTS WITH THE LANDLORD FOR SUCH OPENINGS. PROCEDURE AND COST ARRANGEMENTS SHALL BE OUTLINED IN THE LANDLORD CRITERIA. COMPLY WITH ALL LANDLORD REQUIREMENTS. ALL ROOF PENETRATIONS SHALL BE ARRANGED TO PROVIDE A WEATHER —TIGHT INSTALLATION. THE INSTALLATION SHALL INCLUDE, WHERE REQUIRED, VENTILATING COLLARS TO GIVE PROPER CLEARANCE FROM COMBUSTIBLE ROOFS, FLOORS, CEILINGS OR OTHER SUCH STRUCTURES. FIRE — PROOFING SHALL BE PROVIDED USING MATERIALS CONFORMING WITH MUNICIPAL CODES AND ORDINANCES. DUCTWORK: A. ALL DUCTWORK SHALL BE INSTALLED AS SHOWN ON MECHANICAL DRAWINGS. B. THE DUCTWORK SHALL BE CLEAR INSIDE OF THE SIZES SHOWN ON THE DRAWINGS. ALL DUCTS TO BE SHEET METAL DUCTS AS PER ASHRAE AND SMACNA GUIDLINES. C. FLEXIBLE DUCTS SHALL BE LIMITED TO 5' -0" MAX. FOR CONNECTION TO AIR DEVICES. D. DUCTWORK SHALL BE "FACTORY MADE" CLASS 1 GALVANIZED SHEET METAL WITH IRON SUPPORTS SECURED TO OVERHEAD MEMBERS AT 5' -0" ON CENTER. DUCTWORK MATERIALS SHALL BE PER CURRENT MECHANICAL CODE. DUCTWORK INSULATION: SUPPLY FROM THE AIR CONDITIONING UNIT SHALL BE WRAPPED WITH 1-1/2" THICK 1 LB /CUFT FIBERGLASS, FOIL BACKED INSULATION TO PREVENT CONDENSATION. GRILLES AND DIFFUSERS: GRILLES AND DIFFUSERS SHALL BE AS MANUFACTURED BY KREUGER, HART AND COOLEY, BARBERCOLMAN, OR TITUS. EACH IS TO BE FITTED WITH A VOLUME DAMPER. (OPPOSED BLADE DAMPER) TESTING AND BALANCING CERTIFIED (AABC OR NABB) INDEPENDENT TESTING COMPANY TO TEST AND BALANCE SYSTEM TO CFM AS SPECIFIED. REPORT RESULTS TO TENANT AND ARCHITECT. GUARANTEE: A. EACH CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE IN WRITING ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE OF OWNER. THE CONTRACTOR SHALL PROVIDE FREE SERVICE FOR ALL EQUIPMENT INVOLVED IN HIS CONTRACT DURING THIS GUARANTEE PERIOD. B. THE GUARANTEE SHALL INCLUDE RESTORATION OF ITS ORIGINAL CONDITION OF ALL ADJACENT WORK THAT MUST BE DISTURBED IN FULFILLING THIS GUARANTEE. C. ALL SUCH REPAIRS AND /OR REPLACEMENTS SHALL BE MADE WITHOUT DELAY, AND AT THE CONVENIENCE OF THE OWNER. SUBSTITUTIONS: A. APPROVALS OF SUBSTITUTIONS FOR "APPROVED EQUAL ", MUST BE IN WRITING AND SUBSTITUTION MUST BE APPROVED BEFORE INSTALLATION. INSTALLATION WITHOUT PRIOR APPROVAL MAY RESULT IN CONTRACTOR REMOVING SUBSTITUTION AND REPLACING IT WITH SPECIFIED ITEM AT HIS EXPENSE. B. APPROVAL MAY BE GIVEN BY ARCHITECT, ENGINEER OR OWNER. TEMPERATURE CONTROL: FURNISH AND INSTALL NEW COMPATIABLE THERMOSTAT AS LISTED BELOW. A. THERMOSTAT SHALL BE A HONEYWELL COMMERCIAL VISION PRO #TB8220U1003 OR APPROVED EQUAL. TEMPERATURE CONTROL SHALL BE BY A WALL MOUNTED HEATING /COOLING THERMOSTAT, WITH SUBBASE HAVING SELECTOR SWITCHES FOR "ON /AUTO" AND "HEAT /OFF /COOL" TEMPERATURE RANGE FROM 50 DEGREES F. TO 90 DEGREES F. B. THIS STANDARD SYSTEM TO BE USED UNLESS SPECIAL CONTROL SYSTEM IS CALLED FOR OR SHOWN ON DRAWINGS. MECHANICAL UNIT: A. EXISTING LANDLORD PROVIDED GAS ROOF TOP UNIT (RTU -1) TO REMAIN. SEE SCHEDULE ON SHEET M1 FOR AIR BALANCE. B. SEQUENCE OF CONTROL (ROOF TOP UNIT) 1. OCCUPIED HOURS. A. UNIT OUTDOOR AIR DAMPER SHALL OPEN TO ITS MINIMUM POSITION AND UNIT SUPPLY FAN SHALL OPERATE CONTINUOUSLY. B. UNIT COMPRESSOR(S) SHALL CYCLE FOR COOLING AND THE GAS BURNER /FURNACE SHALL CYCLE FOR HEATING TO MAINTAIN SPACE SETPOINT. C UNIT ECONOMIZER CYCLE SHALL BE INITIATED UPON A SIGNAL FROM OUT DOOR AIR SENSORS. OUTDOOR AIR DAMPER, RETURN AIR DAMPER, AND UNIT COMPRESSOR(S) SHALL CYCLE TO MAINTAIN SPACE SETPOINT. 2. UNOCCUPIED HOURS. A. UNIT OUTDOOR AIR DAMPER SHALL REMAIN CLOSED AND UNIT SUPPLY FAN SHALL CYCLE ON A SIGNAL FROM SPACE SENSOR. B. UNIT COMPRESSOR(S) SHALL CYCLE FOR COOLING AND GAS BURNER /FURNACE SHALL CYCLE FOR HEATING WITH THE UNIT SUPPLY FAN TO MAINTAIN SPACE SETPOINT. FIRE PROTECTION EXECUTION — INSTALLATION: A. GENERAL CONTRACTOR TO VERIFY MALL SPRINKLER CONTRACTOR REQUIREMENTS AND USE SPECIFIED CONTRACTOR IF REQUIRED. B. INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 13. INSTALL SPRINKLER PIPING PRODUCTS WHERE REQUIRED IN ACCORDANCE WITH RECOGNIZED PRACTICES TO ENSURE THAT FIRE PROTECTION SPRINKLER PIPING COMPLIES WITH GOVERNING REQUIREMENTS AND SERVES THE INTENDED PURPOSES. C. EXAMINE OTHER WORK SHOWN ON THE DRAWINGS AND CONDITIONS AT THE JOB SITE. COORDINATE THE ROUTING OF WORK WITH OTHER TRADES TO AVOID INTERFERENCE WITH OTHER INSTALLATIONS. D. PIPE ROUTING AND SPRINKLER HEAD LOCATIONS SHALL BE LOCATED AS REQUIRED TO AVOID EQUIPMENT, PLUMBING, HEATING AND AIR CONDITIONING PIPING, DUCTWORK, LIGHTING FIXTURES, ELECTRICAL CONDUITS AND BUS DUCTS AND SIMILAR WORK. E. PROVIDE PIPE OFFSETS AS REQUIRED TO COMPLETE THE INSTALLATION. MODIFY PIPE, PREFABRICATED PIPING, PIPE HANGERS AND OTHER COMPONENTS AS REQUIRED TO FIT THE JOB SITE CONDITIONS. CLEANING AND FLUSHING: PRIOR TO CONNECTING SPRINKLER PIPING FOR FLUSHING, FLUSH WATER FEED MAINS, LEAD —IN CONNECTIONS AND CONTROL PORTIONS OF SPRINKLER PIPING. AFTER FIRE SPRINKLER PIPING INSTALLATION HAS BEEN COMPLETED AND BEFORE PIPING IS PLACED IN SERVICE, FLUSH ENTIRE SPRINKLER SYSTEM UNDER PRESSURE, AS REQUIRED TO REMOVE FOREIGN SUBSTANCES AS REQUIRED BY NFPA 13. CONTINUE FLUSHING UNTIL WATER IS CLEAR AND CHECK TO ENSURE THAT DEBRIS HAS NOT CLOGGED SPRINKLERS. TESTING: A. AFTER FLUSHING SYSTEM, TEST FIRE SPRINKLER PIPING HYDROSTATIC ALLY IN ACCORDANCE WITH NFPA 13, AT NOT LESS THAN 200 PSI OR AT 50 PSIG. CHECK SYSTEM FOR LEAKAGE AT JOINTS. MEASURE HYDROSTATIC PRESSURE AT LOW POINT OF EACH SYSTEM OR ZONE BEING TESTED. B. REPAIR OR REPLACE PIPING SYSTEM AS REQUIRED TO ELIMINATE LEAKAGE IN ACCORDANCE WITH NFPA STANDARDS FOR "LITTLE OR NO LEAKAGE' AND RETEST AS SPECIFIED TO DEMONSTRATE COMPLIANCE. SPRINKLER MAINS AND BRANCHES A. PIPING MATERIAL: BLACK STEEL, SCHEDULE 40 OR LIGHTWEIGHT SPRINKLER PIPE, SCHEDULE 10 ASTM A 135 (IF ALLOWED BY LANDLORD AND LOCAL AUTHORITIES). B. FITTINGS: THREADED, CLASS 175. MECHANICAL COUPLINGS AND TEES OF A ROLLED GROOVED TYPE WILL BE ACCEPTED (IN LIEU OF THREADED) IF BOTH U.L. LISTED AND FIRE MARSHAL APPROVED. INSTALLATION: C. ALL SPRINKLER PIPING SHALL BE CONCEALED UNLESS OTHERWISE INDICATED. ALL PIPING SHALL BE LOCATED TO AVOID INTERFERENCE WITH ALL OTHER ELEMENTS ABOVE CEILINGS, ETC. D. SUPPORT ALL HORIZONTAL PIPING AT NOT GREATER THAN 10 FEET INTERVALS, EXCEPT PIPES OF SIZE 1-1/2" AND LARGER WHICH SHALL BE SUPPORTED AT NOT GREATER THAN FIFTEEN FEET INTERVALS, WITH APPROVED SWIVEL SPLIT RING HANGERS WITH ROD SUPPORTS AND SWAY BRACES AT EVERY THIRD HANGER. E. ALL SPRINKLER PIPING SHALL BE INSTALLED SO THAT IS CAN BE THOROUGHLY DRAINED AND WHERE PRACTICAL, ARRANGE TO DRAIN THE MAIN VALVE. SPRINKLER HEADS A. SPRINKLER HEADS IN AREAS WITH LAY —IN AND DRYWALL CEILINGS SHALL BE RECESSED TYPE , 165 DEGREE RATED, CHROME PLATED HEAD WITH ESCUTCHEON COLOR TO MATCH CEILING COLOR, VERIFY EXACT COLOR WITH ARCHITECT. B. SPRINKLER HEADS IN AREA OF NO CEILING SHALL BE CHROME PLATED UPRIGHT. C. ALL SPRINKLER HEADS SHALL BE 1/2" ORIFICE, RATED AT 165 DEGREES WITH A K— FACTOR OF 5.65. D. ALL SPRINKLER HEADS THAT ARE TO REMAIN AND BE REUSED SHALL BE PROTECTED DURING CONSTRUCTION AND CLEANED THOROUGHLY TO INSURE THAT THEY ARE CLEAR OF PAINT AND DEBRIS AND ARE IN GOOD WORKING CONDITION, PRIOR TO PROJECT CLOSEOUT. E. ALL SPRINKLER HEADS SHALL BE INSTALLED IN ACCORDANCE TO NFPA 13 AND ALL LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. PLUMBING SCOPE: A. THE WORK TO BE PERFORMED UNDER THE PLUMBING SPECIFICATIONS AND DRAWINGS CONSISTS OF FURNISHING ALL LABOR AND MATERIAL FOR THE COMPLETE INSTALLATION OF ALL PLUMBING SYSTEMS FOR TENANT SPACE. THE WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: 1. COLD AND HOT WATER SYSTEMS 2. DRAINAGE AND VENT SYSTEMS 3. INSULATION GENERAL: A. THIS SPECIFICATIONS IS INCLUSIVE FOR EACH ITEM REQUIRING ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO PROPERLY INSTALL, ALTER, ADJUST, AND PUT INTO OPERATION, THE COMPLETE PLUMBING SYSTEM . B. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER LAYOUT AND CONSTRUCTION OF THE WORK INCLUDED IN THIS CONTRACT. WORKMANSHIP: ALL WORK MUST BE DONE IN A WORKMANLIKE MANNER TO THE COMPLETE SATISFACTION OF THE ENGINEERS AND SHALL BE PERFORMED BY QUALIFIED MECHANICS. A. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, AND SHALL CONFORM TO THE GRADE, QUALITY AND STANDARDS SPECIFIED HEREIN. ALL MATERIALS AND EQUIPMENT UTILIZED SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA. B. ALL EQUIPMENT OFFERED UNDER THESE SPECIFICATIONS SHALL BE LIMITED TO PRODUCTS REGULARLY PRODUCED AND RECOMMENDED FOR SERVICE, IN ACCORDANCE WITH ENGINEERING DATA, RATINGS, OR OTHER COMPREHENSIVE LITERATURE MADE AVAILABLE TO THE PUBLIC AND IN EFFECT AT THE TIME OF OPENING OF BIDS. C. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS FOR TYPE AND CAPACITY OF EACH PIECE OF EQUIPMENT USED. LAW, ORDINANCES AND REGULATIONS: A. ALL MECHANICAL SYSTEMS IN ALL AND /OR PART SHALL CONFORM TO ALL PERTINENT LAWS, ORDINANCES AND REGULATIONS AND ALL BODIES HAVING JURISDICTION, AT ALL GOVERNING LEVELS, NOTWITHSTANDING IN THESE PLANS AND SPECIFICATION TO THE CONTRARY. IN CASE OF CONFLICT BETWEEN GOVERNING LEVELS, THE MORE STRINGENT LAWS SHALL APPLY. B. CONTRACTOR SHALL PAY ALL FEES AND OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY ANY AUTHORITY HAVING JURISDICTION IN CONNECTION WITH HIS WORK. C. WHERE APPLICABLE, ALL MATERIAL SHALL BEAR THE THE NATIONAL BOARD OF FIRE UNDERWRITER'S SEAL OF APPROVAL. CERTIFICATES TO THIS EFFECT TO BE FURNISHED TO ARCHITECT TO BE TO ARCHITECT UPON REQUEST. ESCUTCHEONS: A. ALL EXPOSED PIPES, EXCEPT AS OTHERWISE DESCRIBED, PASSING THRU WALLS, FLOORS, CEILINGS, ETC. IN FINISHED SPACES, SHALL BE PROVIDED WITH SOLID PATTERN HEAVY CEILING, FLOOR OR WALL ESCUTCHEONS WITH SET SCREW. ESCUTCHEONS AND PLATES SHALL BE OF STEEL OR MALLEABLE IRON WITH PRIME COAT READY FOR PAINTING. ESCUTCHEONS WILL NOT BE PROVIDED WHERE SLEEVES INTENTIONALLY EXTEND ABOVE FINISHED FLOOR. B. ALL EXPOSED PLUMBING SHORT BRANCH CONNECTIONS TO FIXTURES AND /OR EQUIPMENT PASSING THROUGH WALL OR FLOORS SHALL BE EQUIPPED WITH PRESS BRASS, CHROMIUM PLATED, SOLID TYPE ESCUTCHEONS. GUARANTEE: A. EACH CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE IN WRITING ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY OWNER. THE CONTRACTOR SHALL PROVIDE FREE SERVICE FOR ALL EQUIPMENT INVOLVED IN HIS CONTRACT DURING THIS GUARANTEE PERIOD. B. THE GUARANTEE SHALL INCLUDE RESTORATION TO ITS ORIGINAL CONDITION OF ALL ADJACENT WORK THAT MUST BE DISTURBED IN FULFILLING THIS GUARANTEE. C. ALL SUCH REPAIRS AND /OR REPLACEMENTS SHALL BE MADE WITHOUT DELAY, AND AT THE CONVENIENCE OF THE OWNER. TEMPORARY SERVICES: A. THE CONTRACTOR, AT HIS OWN EXPENSE AND COST, SHALL INSTALL, OPERATE, PROTECT AND MAINTAIN THE RESPECTIVE TEMPORARY SERVICES AS REQUIRED BY HIS WORK. TEST OF PIPING AND SYSTEM: A. THE SYSTEMS OF PIPING AS INSTALLED BY THIS CONTRACTOR MUST BE TESTED WITH WATER OR AIR AND PROVEN TIGHT TO THE SATISFACTION OF REPRESENTATIVES OF THE OWNER. TESTING INSTRUMENTS MUST BE FURNISHED BY THE PLUMBING CONTRACTOR. B. TEST MUST BE MADE WITH WATER, EXCEPT WHEN THERE IS DANGER FROM FREEZING, THEN TESTS MAY BE MADE WITH AIR. WOODEN PLUGS ARE NOT TO BE USED IN MAKING TESTS. STERILIZATION OF DOMESTIC WATER SYSTEM: A. BEFORE BEING PLACED IN SERVICE ALL WATER LINES SHALL BE CHLORINATED TO THE SATISFACTION OF THE A.W.W.A SPECIFICATIONS C601 -53T. SOIL WASTE AND VENT PIPING: A. SOIL WASTE PIPING SHALL BE SERVICE WEIGHT CAST IRON PIPE, BELL & SPIGOT TYPE AS REQUIRED. B. VENT PIPE SHALL BE SERVICE WEIGHT CAST IRON BELL & SPIGOT TYPE AS REQUIRED PER LOCAL CODE. INSULATE —ALL LINES (ABOVE CEILING /IN WALLS INCLUDED): A. INSULATION ON COLD WATER, HOT WATER, CONDENSATE LINES, ETC., SHALL BE ARMAFLEX II, OR APPROVED EQUAL, WITH THICKNESS AS REQUIRED. MINIMUM THICKNESS IS 1/2" INCH. B. INSULATION ON ROOF DRAINS AND ROOF DRAIN LEADERS SHALL BE FIBERGLASS WITH MULTI — PURPOSE WRAPPING. SUBSTITUTIONS: A. SUBSTITUTIONS WILL BE CONSIDERED FOR "OR EQUAL" BUT MUST BE APPROVED IN WRITING, BY OWNER, ARCHITECT OR ENGINEER, PRIOR TO INSTALLATION. B. IF, AFTER PLANS ARE COMPLETED, AUTHORITIES RULE THAT HANDICAPPED RESTROOM IS REQUIRED, BUT NOT SHOWN, USE AMERICAN STANDARD 'CADET —HI" WATER CLOSETS AND SET LAVATORY AT PROPER HEIGHT WITH LEVER HANDLES. (VERIFY ALL FINAL EQUIPMENT SPECS WITH PLUMBING DRAWING). WATER PIPING: A. WATER PIPING UNDER FLOOR SHALL BE TYPE "K" SOFT COPPER WITH SILVER SOLDER JOINTS. B. WATER PIPING ABOVE FLOOR SHALL BE TYPE "L" HARD DRAWN COPPER WITH LEAD FREE SOLDER JOINTS. DU AM El Dunham Associates, Inc. BO South Sixth Street f Suite 1100 inneapotie, Minnesota 65402 -1640 (PHONE 612.465.7550 IFkx. 612 465.75 its dunharnen p.corn mechanical + electrical consulting engineering tit MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608 - 785 -2760 FAX: 608- 785 -2750 E —mail: officeOmba— architects.com DEVELOPER'S SPACE NO. SUITE #108 CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 400 ALLAN STREET DALY CITY, CA., 94014 PH: 415/ 405 -7965 FAX: 415/ 586 -8557 TIM KIRCHER CLIENT CONTACT (415) 405 -7965 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785 -2760 date c 4) .) landlord permits contractor vendor comments REVIEW 10/07/10 O BID /R 10/13/10 0 0 0 0 0 drawn by: DS checked by: GS THIS SHEET CONTAINS: SPECIFICATIONS PLUMBING WORK RECEIVED CITY OF TUKWILA OCT 2 5'2010 PERMIT CENTER V ARCHITECT'S COMMISSION NUMBER 1 0-725.069 - 3h (TYP. OF 6 L -T9< EM /NL I I I ■ I I I . i • I I I I I I I ■ I I I I I I I I I I I I B L-Tb L —TTd....... ..... .D. L- 3 E1 D (TYP. OF 8) I I I I B1 L -19 EM /N PANEL 'L' di ED 1/4" v-0- LIGHTING P NOTES FOR THIS DRAWING O1 NEW BATHROOM EXHAUST FAN (EF -1). PROVIDE CONNECTION TO ELECTRICAL PANEL AS SHOWN. O2 WIRE FIXTURE AHEAD OF LOCAL SWITCHING. O3 ROUTE CIRCUIT THROUGH TIMECLOCK & PHOTOCELL. O4 LOCATE CONTACTORS ABOVE CEILING. O5 CIRCUIT FOR STOREFRONT SIGNAGE LIGHTS. IF YOU HAVE ANY QUESTIONS REGARDING THE ELECTRICAL PLANS, PLEASE CALL THE ELECTRICAL DESIGNER. DESIGNER: PI-IONE /FAX: E –MAIL: ADAM PAULSON 612 - 465 - 7676/612- 465 -7776 adam.paulsonadunhameng.com I FIXTURE TYPE ,WI, A(2) = 2 TRACK FIXTURES OF TYPE 'A' c < VIA SWITCH 'c' NL <--"NIGHT LIGHT" T /EM E— "EMERGENCY LIGHT" PANEL & CIRCUIT NUMBER LIGHT FIXTURE KEY GENERAL NOTES A. PROVIDE MINIMUM 20 FOOTCANDLES OF LIGHT MEASURED 30 INCHES ABOVE FLOOR IN STOCKROOM FOOD PREP AREAS. B. ALL LIGHT FIXTURES INSTALLED OVER UTENSIL WASHING AREAS, FOOD HANDLING OR FOOD PREP AREAS, OR OPEN FOOD STORAGE AREAS SHALL HAVE 1/8" CLEAR PLEXIGLASS SHIELDS. C. ALL LIGHT FIXTURES PROVIDED BY SEE'S CANDIES INSTALLED BY CONTRACTOR UNLESS NOTED OTHERWISE. LIGHT FIXTURE SCHEDULE FIXTURE LETTER. TYPE FIXTURE TYPE VOLT WATTS MOUNTING LAMP FIXTURE DESCRIPTION MANUFACTURER'S SERIES NUMBERS A 2x4 FLUORESCENT Al 2x4 FLUORESCENT EMERGENCY /NL 120 55 RECESSED (2) F032T8SPX41 120 55 RECESSED (2) F032T8SPX41 2X4 RECESSED GRID TYPE TROFFER W/ 2 LAMPS METAL OPTICS 24TRR425EG 2X4 RECESSED GRID TYPE TROFFER W/ 2 LAMPS PROVIDED WITH EMERGENCY BATTERY PACK METAL OPTICS 24TRR425EG WITH BATTERY BACKUP 1x4 FLUORESCENT 120 2'X2' FLUORESCENT 120 B1 2'X2' FLUORESCENT 120 EMERGENCY /NL 55 SURFACE 53 RECESSED RECESSED 2) F032T8SPX41 (3) F17TSSPX41 ) F17T8SPX41 2 LAMP 1X4 SURFACE MOUNTED WRAP AROUND 2X2 RECESSED GRID TYPE TROFFER WITH (3) 24" LAMPS WITH -1/2" X 1 -1/2" PARACUBE LENS 2X2 RECESSED GRID TYPE TROFFER WITH (3) 24" LAMPS AND EMERGENCY PACK W/ 1 -1/2" X 1 -1/2" PARACUBE LENS METALUX CRP 232A TAL OPTICS 22TR022SEG1 METAL OPTICS 22TR022SEG WITH EMERGENCY BATTERY BACKUP F C 4' FLUORESCENT 120 STRIP Cl 2' FLUORESCENT 120 STRIP RECESSED RECESSED (1) F032TBSPX41 (1) F017TBSPX41 4' SINGLE TUBE FLUORESCENT NARROW STRIP DISPLAY LIGHT, TOP MOUNT, WITH REFLECTOR 2' SINGLE TUBE FLUORESCENT NARROW STRIP DISPLAY LIGHT, TOP MOUNT, WITH REFLECTOR N'ETALUX SN132120EB81 WITH REFLECTOR TALUX SN117120EB81 WrrH REFLECTOR LOW VOLTAGE DOWNLIGHT 120 23 RECESSED , (1) 23W CFL RECESSED LOW VOLTAGE DOWNLIGHT W /SHATTERPROOF SHIELD NO RA NTM-40 Z FLUORESCENT 120 STRIP SURFACE (1) FO1TFBSPX41 2' SINGLE TUBE FLUORESCENT NARROW STRIP WITH BARRIER COATED LAMPS METALUX SN117120EBB1 Fl 4' FLUORESCENT 120 STRIP 35 SURFACE (1) F017T8SPX41 4' SINGLE TUBE FLUORESCENT NARROW STRIP WITH BARRIER COATED LAMPS METALUX SN132120EB81 G 2' FLUORESCENT STRIP EXIT LIG 120 120 SURFACE SURFACE 2 F017T88PX41 LED 1 DOUBLE TUBE FLUORESCENT WALL WASH DISPLAY LINT SINGLE FACE EXIT LIGHT WrrH BATTERY BACKUP METALUX RWW217MI120VEB81 U SURLITE CCX5OGW DUPLEX RECEPTACLE AND TEL OUTLET TO BE LOCATED IN CABINET (TYP. OF 2 LOCATIONS) BACK BAR FLOOR G� I�AC�CBAR SECTION NO SCALE N- LOWER CASE L COUNTER TOP 24" FLUORESCENT STRIP LIGHT CENTER FIXTURES WITHIN EACH BAY GHT FIXTURE DETAILS +46 ' AFF 4 —GANG AND 4 —GANG LIGHT SWITCH COVERPLATE 4 —GANG AND 4 —GANG LIGHT SWITCH COVERPLATE PROVIDE PERMANENT, TYPED LABELS AS SHOWN. SWITCHI\ G DETAIL NO SCALE Iii IIIIr I I 1 I I I I 1 1 1/2" X 1 1/2" CHROME EGGCRATE DIFFUSER. G.C. TO FIELD a t 9 L I T I TI I I I 1 1 1 1 1 1 IIIIIIIIIJI 1" X 3" HARDWOOD TRIM WITH P. LAM. FINISH. EQ. EQ. Il 1 1 /2" 1 1/2" 2' -0" (BACK COUNTER) 3/4" COMPACT FLUORESCENT BEYOND. SUSP. T —BAR CEILING LAG BOLT WITH WIRE 12 " O.C. CO CONT. 2" X 4" BLOCKING 3/4" PLYWOOD WITH P. LAM. FINISH. 4' FLUORESCENT LIGHT FIXTURE CENTERED OVER SHADOW BOX BELOW. VALANCE SUPPLIED BY SEE'S INSTALLED BY G.C. LIGHT VALA \CE SECTIO\ NO SCALE 1/2" FLEXIBLE CONDUIT SEE DETAIL 12B/A5 FOR FIXTURE INSTALLATION -� —WALL ILLUMINATED GRAPHIC BOX 1" FLEXIBLE CONDUIT TO �J -BOX ABOVE CEILING 31" 75.5" L_ J CEILING SELF SERVICE CASE FLOOR r-6" A.F.F RFp ,gyp R�cQ'� CITY OF TUKWILA `` Q OCT 2 5 :2010 DUNHAM El Dunham Associates, Inc. 50 South Sixth Street / Suite 1100 Minneapu0iia, Minnesota 55402-1540 HHC7r1 812.465,7550 FAX 812.465,7 dunhaFlnenS.corn mechanical + electrical consulting engineering Illllli VIII: IIIIII YIIII" e r t�° MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608 - 785 -2760 FAX: 608 -785 -2750 E —mail: officeOmba— architects.com DEVELOPER'S SPACE NO. SUITE #108 CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES .. 400 ALLAN STREET DALY CITY, CA., 94014 PH: 415/ 405 -7965 FAX: 415 / 586 -8557 TIM KIRCHER CLIENT CONTACT (415) 405 -7965 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/.785 -2760 date C 0C 16.23. —° contractor] vendor I comments CEVIEW 10/07/100 BID / PERMIT 10/13/1000000 drawn by: AP checked . by: RM THIS SHEET CONTAINS; LIGHTING PLAN PERMIT CENTER Ci,SELF — SERVICE CASE SECTIO\ NO SCALE h 1 ARCHITECT'S COMMISSION NUMBER 1 l r.. - 4 NOTE ALL HOMERUNS SHALL BE 1/2" CONDUIT WITH 2 #12 AWG UNLESS OTHERWISE NOTED. IF YOU HAVE PLEASE CALL DESIGNER: PHONE /FAX: E –MAIL: ANY QUESTIONS REGARDING THE ELECTRICAL PLANS, THE ELECTRICAL DESIGNER. ADAM PAULSON 612 - 465- 7676/612- 465 -7776 adam.paulson @dunhameng.com ELECTRICAL EQUIPMENT SCHEDULE EQUIPMENT TAG EQUIPMENT DESCRIPTION HP OR LOAD VOLT/ DISCONNECT POWER SOURCE FEEDER SIZE ELEC NOTES TYPE SIZE FUSE LOCATION PANEL CB CKT# 10/13/10 EXISTING ROOF TOP UNIT MCA 208/3 DISC. EX. EX. UNIT L 50/3 38,40,42 NEW 3 /NDC, 3 #8 & ►_� 0 VERIFY II-1 DISCONNECT SWITCH VERIFY $MR MOTOR RATED TOGGLE SWITCH VERIFY $MMS MANUAL MOTOR STARTER SW W /THERM OVERLOAD VERIFY SINGLE RECEPTACLE – WALL /CEILING MOUNT NOTE: 1. ROOF TOP UNIT IS EXISTING TO REMAIN. PROVIDE CONNECTION TO ELECTRICAL PANEL AS SHOWN. PROVIDE CONNECTION TO WP GFI SERVICE RECEPTACLE (CKT L -28). V0 : i 20/208v, 3Ph, 4w Code C Description Code D .... ........ VA SALES LIGHTS SPARE. DISPLAY LIGHTING SPARE WALL WASH LIGHTING SALES DOWNLIGHTS SHOW WINDOW LIGHTING SPARE STOCKROOM LIGHTING SALES EM /NL LIGHTING STOREFRONT SIGN DOORBELL SPARE STOC SPARE. SPACE SPACE SPACE -SPACE ®M=M11111�� SPACE - A - 111111111111.11111.1111111111111111111111.1111111111111111111 SPACE - B SPACE CASH REGISTER. - A 180 IIIIIIIII �A- 180 STOCKROOM RECEPTACLES A 126f1 HONE BOARD RECEPTACLE C - 180 STOREFRONT RECEPTACLES - A 361 HMI MANAGERS DESK RECEPTACLES _ _ 7241! SPARE CASH REGISTER CASH REGISTER TELEPHONE STOR MANAG R RECENTAC SPARE SPARE SPARE SPARE SPARE WATER HEATER STING RTU-1 3521 3521 Through NONE Feed Lug Connection Main Breaker 3521 Overcurront 3 vice Note Total Cana KVA phase loads 27,9 9.6 Dm Conn Bus KVA Paneetbsard Notes ROUTE CIRCUIT THROUGH CONTACTOR ROUTE CIRCUIT THROUGH TIME CLOCK MOUNT PHOTOCELL ON HVAC UNIT Code L Lighting Code C'-' Convenience Receptacles (180 W) Code RI Receptacles (Non Convenience) Code M Motors Largest Code E' Electric Heat Code K - Kitchen Equip Dmd ling Units (Hotel/ 100% 'tel Rooms) RECESSED 10,000 Mounting Spare KVA Spare Adjusted KVA (Demand + Spare KVA) Amps AIC Rating Amp Rating of Bus d Amps (Demand HI! h Phase Amps (Demand + Spare KVA) : Panel Amp Rating (Min Main or Bus Rating) Phase to Phase V taiga Project Number PANEL L Project Name See's Candies GENERAL NOTES A. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL TELEPHONE AND NETWORK CAT 5E CABLE. COORDINATE FULLY WITH SEE'S CANDY PROJECT MANAGER. B. CAT 5E SHALL BE PROPERLY TERMINATED WITH AN RJ45 CONNECTOR, TESTED FOR CONTINUITY AND PROPERLY LABELED FOR EACH LOCATION: ALL CAT 5E CONNECTIONS SHALL BE MADE USING A STANDARD B CONFIGURATION. ALL INSTANCES OF DATA OUTLETS TO BE VOICE AND CATS COMBO JACKS PROVIDED & INSTALLED BY CONTRACTOR. C. PROVIDE HUBBELL P7W DEVICE PLATE PIGTAIL 6' OF NETWORK CABLE COIL AS DIRECTED BY SEE'S CANDY PROJECT MANAGER. D. CONTRACTOR SHALL PROVIDE 25 PAIR LINE FROM MAIN POINT OF ENTRY TO PHONE BOARD, HOOK ALL WIRES UP TO TELEPHONE BOARD, AND COMPLETE CROSSOVER TO PHONE COMPANY SIDE. E. TO INCREASE SAFETY TO MAINTENANCE AND SERVICE PERSONNEL WORKING ON ELECTRICAL APPLIANCES, EACH MULTI WIRE BRANCH CIRCUIT WITH SHARED NEUTRAL SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS IN ACCORDANCE WITH REQUIREMENTS ARTICLE 210.4 OF 2008 NEC. NOTES FOR THIS DRAWING NEW WATER HEATER: 208V/34), 9 KW. PROVIDE 60A, 3 POLE DISCONNECT SWITCH. VERIFY LOCATION IN FIELD. MOUNT RECEPTACLE BELOW COUNTER. COORDINATE WITH SEE'S PROJECT MANAGER. PROVIDE CEILING MOUNTED RECEPTACLE ABOVE SHOW WINDOW. 18 "X18" TELEPHONE BOARD MOUNTED AT 12' -2" A.F.F. ABOVE DOOR. PROVIDE CONDUIT STUB AT 31" AND ABOVE CEILING FOR SELF SERVICE CASE LED LIGHTING. SEE DETAIL 4 ON SHEET El AND DETAIL ON SHEET A5 FOR ADDITIONAL INFORMATION. ROUTE POWER CIRCUITING THROUGH MILLWORK. COORDINATE WITH MILLWORK CONTRACTOR. PROVIDE STUB AT 3" A.F.F. FOR POWER AND DATA SUPPLY TO CASEWORK. (CONNECT TO SAME CIRCUIT AS LIGHTS ABOVE). FIELD VERIFY CONNECTION AND LOCATION. RECEPTACLE AT 6" ABOVE CEILING. POWER i BRANCH CIRCUIT PANEL VERIFY ei EMERGENCY PANEL VERIFY CUENT DISTRIBUTION PANEL OR SWITCHBOARD VERIFY EQUIPMENT CABINET VERIFY BID 10/13/10 TRANSFORMER VERIFY 0 0 MOTOR OR MOTOR CONNECTION VERIFY MOTOR CONTROLLER, STARTER, OR VFD VERIFY ► =■ ►_� COMBINATION STARTER & DISCONNECT SWITCH VERIFY II-1 DISCONNECT SWITCH VERIFY $MR MOTOR RATED TOGGLE SWITCH VERIFY $MMS MANUAL MOTOR STARTER SW W /THERM OVERLOAD VERIFY SINGLE RECEPTACLE – WALL /CEILING MOUNT 18" 49 Jgc DUPLEX RECEPTACLE – WALL /CEILING MOUNT 18" 41 EMERGENCY DUPLEX RECEPTACLE – WALL MOUNT 18" SPLIT WIRED DUPLEX RECEPTACLE – WALL MOUNT 18" QUADPLEX RECEPTACLE – WALL MOUNT 18" • EMERGENCY QUADPLEX RECEPTACLE– WALL MOUNT 18" a ® GFI RECEPTACLE, DUPLEX /QUADPLEX– WALL MOUNT 18" .e° CLOCK RECEPTACLE – WALL MOUNT 96" ® SPECIAL PURPOSE RECEPTACLE – WALL /CLG MNT 18" 0 OO) FLOOR BOX– DEVICES AS INDICATED POWER POLE – DEVICES AS INDICATED P MULTIOUTLET ASSEMBLY – DEVICES AS INDICATED VERIFY ® GROUND REF BUS, AS NOTED – WALL /CLG MNT VERIFY {3 G L -20 L -8 1/2 "C -3 #12 18" L -20 L -10 I L 9('IPCAL) II--I I--I I— I 11 L— 6 1/2 "C -3 #12 L -9 VIA OSWITCH 'g' –11c It* L -2 1 /2" C -3 #12 L -9 VIA SWITCH 'g' L -10 L -10 PANEL 'L' L -28 WP GFI L -14 POWER PLAN 1/4" = LANDLORD'S SPAGE TENANT'S SPACE EXISTING 120/208V LANDLORD SERVICE DISTRIBUTION EQUIPMENT PROVIDE 200A 3PI-I MAIN BREAKER/DISCONNECT AS REUQIRED. 200A METER SOCKET 120/208V, 3P14, 414. COORDINATE REQUIREMENTS WITH THE LANDLORD it UTILITY COMPANY >1 NEW 2 "C., 14 #3/0, 1#ro GND CONTACTOR (CI) FOR CONTROL OF LIGHTING CIRCUITS or TO CKTS L-115,61,11,13 J RELOCATED PANEL It 11 120/208/ 3PH /4W 225A 200A MGB TIMECLOCK I. TGI TO CKTS L -2I PHOTOCELL MOUNTED AT HVAC UNIT ON ROOF. COORDINATE LOCATION WITH LANDLORD. • TIME CLOCK #I li #2: TORK INTERMATIC #TI01, DPST, 20 AMP, 120V, WITH 24 HOUR DIAL to PHOTOCELL: ITT "LANDMARK" #8060 -I, 1000 WATT CAPACITY, 120V • CONTACTOR #I: SQUARE D 8903L SERIES, 8 POLES, ELECTRICALLY HELD, 30 AMP, 120V, WITI-1 NEMA I ENCLOSURE. NOTE: ELECTRICAL CONTRACTOR SHALL VISIT SITE PRIOR TO BID AND FIELD VERIFY EXISTING CONDITIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES. COORDINATE WITH LANDLORD. ELECTRICAL RISER DIAGRAM NO SCALE RECEIVED CITY OF TUKWILA OCT 2 5'2010 PERMIT CENTER CONTRACTOR SHALL VERIFY ALL PANEL SIZES, WIRE SIZES AND MAIN BREAKERS PRIOR TO BID. IF THERE ARE ANY DISCREPANCIES CONTRACTOR SHALL CONTACT OWNER OR ENGINEER PRIOR TO START OF CONSTRUCTION. DUNHAM El Dunham Associates, Inc. 50 South Siixth Street t Suite 1100 Minneapolis, Minna Rota 55402 -1540 PHONE" 6124485.7550 FAX 812.405,7551 we.e dun#hemengr.cQ m mechanical 1. electrical consulting engineering 711111„„ latttilto MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608 - 785 -2760 FAX: 608 - 785 -2750 E —mail: officeOmba— architects.com DEVELOPER'S SPACE NO. SUITE #108 CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 SEE'S CANDIES 400 ALLAN STREET DALY CITY, CA., 94014 PH: 415/ 405 -7965 FAX: 415/ 586 -8557 TIM KIRCHER CLIENT CONTACT (415) 405 -7965 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/. ; 785 -2760 date client o€ c c a. contractor vendor I comments CUENT 10 /07/10 BID 10/13/10 OO'OOO drown by: AP checked by: RM THIS SHEET CONTAINS; POWER PLAN.. ARCHITECT'S COMMISSION NUMBER 7 n Q TO SPEAKER AT MANAGER'S DES I'. TO SPEAKER AT MANAGER'S DESK TO PUSHBUTTONS IN SALES AREA GENERAL NOTES A. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL TELEPHONE AND NETWORK CAT 5E CABLE WITHIN THE SPACE. ELECTRICAL CONTRACTOR TO ALSO PROVIDE 25 PAIR FROM BULIDING MAIN POINT OF ENTRY TO TENANT MAIN POINT OF ENTRY & TENANT'S 66 BLOCK AT EACH END. COORDINATE FULLY WITH SEE'S CANDY PROJECT MANAGER. B. CAT 5E SHALL BE PROPERLY TERMINATED WITH AN RJ45 CONNECTOR, TESTED FOR CONTINUITY AND PROPERLY LABELED FOR EACH LOCATION: ALL CAT 5E CONNECTIONS SHALL BE MADE USING A STANDARD B CONFIGURATION. ALL INSTANCES OF DATA OUTLETS TO BE VOICE AND CATS COMBO JACKS PROVIDED & INSTALLED BY CONTRACTOR. C. PROVIDE HUBBELL P7W DEVICE PLATE PIGTAIL 6' OF NETWORK CABLE COIL AS DIRECTED BY SEE'S CANDIES PROJECT MANAGER. D. CONTRACTOR SHALL PROVIDE 25 PAIR LINE FROM MAIN POINT OF ENTRY TO PHONE BOARD, HOOK ALL WIRES UP TO TELEPHONE BOARD, AND COMPLETE CROSSOVER TO PHONE COMPANY SIDE. CONTRACTOR SHALL INSTALL 66 BLOCK AT BOTH THE MAIN POINT OF ENTRY AND TENANT'S TELEPHONE BOARD IF NOT PROVIDED BY LL. E. G.C. TO PROVIDE TWO —TONE BUZZER SYSTEM FOR DOORS. SALES AREA AND REAR DOOR SHALL HAVE DIFFERENT TONES. LOW VOLTAGE PLAN 1,4" 1,_0„ NOTES FOR THIS DRAWING O 18 "x18" PLYWOOD TELEPHONE BOARD PAINTED WHITE WITH 3" CONDUIT STUBBED ABOVE CEILING. O MOUNT SPEAKER 2" BELOW CEILING. COORDINATE FINAL LOCATION OF PUSHBUTTON & BUZZER WITH SEE'S PROJECT MANAGER. O PROVIDE WIRING TO DUCT MOUNTED SMOKE DETECTOR. ' PUSHBUTTON MOUNTED INSIDE ALUMINUM FRAME. PROVIDE CHIME AND TRANSFORMER FOR DOORBELL. IF YOU HAVE PLEASE CALL DESIGNER: PHONE /FAX: E —MAIL: ANY QUESTIONS REGARDING THE ELECTRICAL PLANS, THE ELECTRICAL DESIGNER. ADAM PAULSON 612 - 465- 7676/612- 465 -7776 adam.paulson@dunhameng.com TELEPHONE LINE NOTES GENERAL NOTE: SEE'S PROJECT MANAGER TO IDENTIFY ALL PHONE LINE NUMBERS. ( 1 ) LINE 1: (MAIN LINE) FOR PHONE, FAX AND DSL. (2 ) LINE 2: CREDIT CARD TERMINALS. ( 3 ) LINE 3: CREDIT CARD TERMINALS. RECEIVED CITY OF TUKWILA OCT 2 5'2010 PERMIT CENTER SEPARAT PERMIT A APPROV REQUIR DUNHAM El Dunham Associates, Inc. 50 South Sixth Street l Suite 1100 Minneapot s, Minnesota 55402 -1540 PHONE 612.465.7550 FAX, 612.466.7561 u►a dunhaeneng.ctxn mechanical + electrical consulting engineering MBA Architects, Inc. 3823 Creekside Lane Holmen, WI. 54636 608 - 785 -2760 FAX: 608 -785 -2750 E —mail: officeOmba— architects.com DEVELOPER'S SPACE NO. SUITE #108 CLIENT'S STORE NUMBER WA -11 SEE'S CANDIES SOUTHCENTER SQUARE 17100 SOUTHCENTER PKY. TUKWILA, WA 98188 Os 90 El SEE'S CANDIES 400 ALLAN STREET DALY CITY, CA., 94014 PH: 415/ 405 -7965 FAX: 415/ 586 -8557 TIM KIRCHER CLIENT CONTACT (415) 405 -7965 Tim R. Benson ARCHITECT'S PROJECT MANAGER 608/ 785 -2760 date client w _v I a contractor/ vendor comments R EwI Ew 10/07/10 O P RM /IT 10/13/10 0 0 0 0 0 drawn by AP checked by: RM THIS SHEET CONTAINS; LOW VOLTAGE PLAN D ARCHITECT'S COMMISSION NUMBER 1 r)-7.2F‘ nc)